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HomeMy WebLinkAbout7088 Hwy 24 - 237716100003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2263-03 BUILDING PERMIT # 15047 OWNER: STEVE PITTEL AND GREG CARETTO PHONE: 970-827-4232 MAILING ADDRESS: P.O. BOX 2018, VAIL, CO 81658 APPLICANT: GEORGE ROBERTS PHONE: 970-328-1776 SYSTEM LOCATION: 007088 CAMP HALE, HWY 24, RED CLIFF, CO TAX PARCEL NO. 2377-161-00-002 LICENSED INSTALLER: DOUBLE M EXCAVATING, LARRY MORGAN LICENSE NO. 74-03 PHONE: 970-524-7429 DESIGN ENGINEER: ZANCANELLA AND ASSOCIATES, INC., TIM BECK PHONE NO. 970-945-5700 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE DAY USE FACILITY 2-2000 GALLON BAFFLELESS SEPTIC TANKS, 2000 GALLON ELECTRIC DOSING TANK 3564 SQUARE FEET OF ABSORP- TION AREA CREDIT, VIA 2 IDENTICAL RECIRCULATING SAND FILTER MOUNDS DESIGN REVISIONS DATED 8/12/03 SPECIAL INSTRUCTIONS: INSTALL TWO MOUNDS AS PER ENGINEER'S DESIGN OUTSIDE OF THE DELINEATED SET BACK AREA, SPECIFICALLY 248 FEET FROM THE WELL TO THE MOUNDS AND 198 FEET FROM THE POND TO THE MOUNDS, AS LISTED ON THE PLANS. RAKE ALL FIELD SURFACES TO PREVENT THE SMEARING OF SOILS AND DONOT INSTALL IN WET WEATHER. SEE ADDITIONAL DETAILS ON THE ENCLOSURES AND FOLLOW THE INSTALLATION STEPS ENCLOSED. CALL EAGLE COUNTY ENVIRONMENTAL AND THE DESIGN ENGINEER FOR THE FINAL INSPE- CTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. THE DESIGN ENGINEER SHOULD BE CON- SULTED WITH ANY QUESTIONS REGARDING THE INSTALLATION, AND ANY DESIGN REVISIONS MUST BE APPRO- VED BY EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO IMPLEMENTATION. THE BUILDING CERTIFIC- ATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: SEPTEMBER 16, 2003 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND 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: 3564 SQUARE FEET (VIA 2 SAND MOUNDS ) INSTALLED 2-2000 GALLON CONCRETE SEPTIC TANKS AND A 2000 GALLON DOSING TANK COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON AUGUST 4, 2004. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROV �` : EPTEMBER 24 2004 Apr-01-03 09:48A P_02 IncConplete Applications Will NOT Be Accepted (Site plan MUST be attached) ISDS Permit #�`� Building Permit # f 0 q7 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)32..8-8'755, Fax (970)328-0349, E1 Jebel. (970)927-3823 wwwwww,rwwww�r*w**•w+ff*iitw*wwww*w*w;r*war*�r*,r���**#ff}tt**f*t******wwww*www**w FEE SCHEDULE APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES NAY SE CHARGED IF A REINSPECTION XS NECESSARY, OR A PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.80 +� MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" wwww•rw*,�w,�w,x�e�r*+e+r+e�f+*#+f*�r*w**wwwww**w*wx,tws*w**,r***�f**f,rfw*ti**•t*t*•rwwwww PROPERTY OWNER: _ Steve Pittel and Greg Caretto MAILING ADDRESS: P.O. Box 2018, Vail, CO 81658 PHONE: 9/0-827-2F232 APPLICANT/CONTACT PERSON: George Roberts PHONE: 970-328-1776 LICENSED SYSTEMS CONTRACTOR: Rex Bossow #2903 PHONE: 7 `-`n88 COMPANY/DBA: Bossow Excavation ADDRESS: P.O. Box 468, Gypsum, CO 8163 www*k*****#*#+*+**tw,�wwwww*AicAic***###*##****#**wwww*wwwwwwwwwwwwAww•kAAA*Air* PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERA'1'10N ( ) RF,PAT.R LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Sect, Twn, Rng: 16-7-80 Tract 43 Desc: South 1/2 Legal Description: Ak-0664 Pq_Q245 QCT) 012795 Tax Parcel Number: 237716100002 Lot Si2e: 90 acres Physical Address: 007088 Camp Hale - Hwy 24 S1/2 Red Cliff 81649 BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family Number of. Bedrooms ( ) Residential/MLilti-Family* Number of Bedrooms X Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (X) Well ( ) Spring ( ) Surface ( ) Public Name Su 3®r: APPLICANT S.T.GNATLTRE: Date: 5 2 a'-17 B0CC-_lrjc) ` 3,90 -./ 5F` C' 32oV- 1776 wwwwwwwk•k,t*+�*t*:*:�***wWWwww*AA***•rr*t**w*vr x•,w/wxK•w*wirk•k*+#t off***ww •wxxw*A•k•�. AMOUNT PAID: ��� RECEIPT # : f DATE: D CHECK # : CASHIER: w w DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328=8788 TOLL FREE:800-225-6136 www.eaglecounty.us September 24, 2004 Steve Pittel and Greg Caretto P.O. BOX 2018 Vail, CO 81658 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2263-03, Tax Parcel #2377-161-00-002. Property location: 007088 Hwy 24, Camp Hale, Red Cliff, CO. Dear Mr. Pittel and Mr. Caretto: 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, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, September 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com DATE: September 16, 2003 TO: Double M Excavating EAGLE COUNTY FROM: Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Permit #2263-03 Tax Parcel 42377-161-00-002. Property Location: 007088 Highway 24, Camp Hale, Red Cliff, CO., Nova Guides Day Facility. Enclosed is your ISDS Permit #2263-03 and a copy of the engineer' s design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. - This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2263-03 Zancanella and Associates, Inc., Tim Beck Encl: ISDS Permit #2292-03 and engineer design dated 8/15/03 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 Zancanella & Associates Memorandum To: Janet Kohl — Eagle County Environmental Health From: Tim Beck Date: October 15, 2004 Subject: Nova Guides Per your request, enclosed is the as -constructed information for Nova Guides. Encl. Zancanella & Associates PO Box 1908, Glenwood Springs, CO 81602 (970) 945-5700 Z:\96000's\96308 Nova Guides\2004\eagle county-asbuilt.doc 00 M LLJ W0O z �� z Q LLJ H L � w � U w �Qm c7 w Qa- w L Q =zz J Q� \� — Q pmmm' LLJ Ld V LLJ Z F Q 8 0 JYOfO m0O zQ O� � �wQ wp OJgv > ZW: DU c��s hps� �U o Q� cnw0 m 00 QV�4 w m = �Z ;� �x ZW Qy Q OZ m Wmz CD O u = LLJ � 0 0 V Q � D O rV 0 0 0 Q `CCol J 0 z C � m N O Q ♦ 0 w Z Q U) Q W a: in Q _ 1 � U o co l (0CWD Nco O I a a 2 z o- c9 oZ Z a Y C) O cL O� a-< U� Is i O II w J Q U U Wb't0:£O:TT i;,OOZ/8/OT `spsi-41q-se bmp•ll9-S`d-S(]SI\6mp\s@pmg enON 80£96\s,00096\:Z P.O. Box 1908 1005 Cooper Ave. Glenwood Springs, CO 81602 �__77 4HELL4 Ab Ammamn, we c (970) 945-5700 E COI'1 T "IN August 3, 2004 Sent via email Ray Merry Eagle county Environmental Health 500 Broadway Eagle, CO 81631 Re: Nova Guides — Camp Hale Lodge, ISDS Dear Ray: P.O. Box 4* Meeker, CO 81602 * please direct all correspondence to the Glenwood Springs Office (970) 945-1253 Fax This letter is to transmit the information on the final construction observation of the individual sewage treatment system located on the Nova Guides property at Camp Hale. The system has been finalized, the pumps tested, and the construction conforms with the intent of the design. The attached photographs° will -supplement the ones -taken -during construction"that I have"" emailed to you previously. If you have any questions, or need additional information, please call. Sincerely, Zanca ella & Associa es Inc. Tim j :�+itgi???.3lif ttt TPB/soe encl. n.ra:rac"i Zancanella & Associates Engineering Consuhants P.O. Box 1908 1005 Cooper Ave. Glenwood CO 81602'n9s� ZMCMELL4 4kmo 4S50CMM, INC. ENGINEERING comsuamirs Memo To: Janet Kohl, Eagle County From: Tim Beck 71W Date: April 9, 2003 Subject: Nova Guides - ISDS As per your request, attached is the soils report for Nova Guides ISDS. Attachment Z:\96000's\96308 Nova Guides\2003\soils-eagle co.wpd (970) 945-5700 (970) 945-1253 Fax EXECUTIVE SUMMARY Due to the high ground water table and the soft sandy soils, a conventional foundation is not recommended for this site. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for it proposed lodge to be constricted on the proposed building site at Camp Hale, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION The proposed building site is in Camp Hale, on the cast side of U.S. FIwy 24, near the existing cabin for Nova Guides. The topography of the site is moderate. Vegetation consisted of grass and trees. Drainage is to the east and southeast. The proposed building was staked out. PROPOSED CONSTRUCTION We have assumed that the proposed lodge will consist of a two-story, wood frame construction, on a concrete foundation. Loads are anticipated to be light, typical of light commercial eonstmetion. LKP Engineering, laic. b the building. For excavations below the Bound water level we should he contacted. SITE GRADING AND DRAINAGE The site surrounding the building structure should slope away from the building in all dircctioos. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site or permanent cuts, should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechmiical methods of compaction should be used. Do not puddle the foundation excavation. LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing *prinkler systems next to the building_ The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. SEPTIC SYSTEM RECOMMENDATIONS On June 27, 2001, a profile hole was excavated and logged within the proposed leachfield area, about 50 feet nortleast from the proposed northeast building corner. The coil LK.P Engineering, Inc. profile consisted of one foot of topsoil over 7 feet of light brown, silty, gravelly sand. Ground water was encountered in the profile hole at a depth of 4 feet below the existing ground surface. It is possible that the ground water level will rise closer to the ground surface. According to the Regulations of the Eagle County Environmental Health Department, an engineered septic system will be, required for the proposed lodge, at this specific location. LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No. i and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions scan different front those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Greg Caretto & Stcve Pittcl, Nova Guides, Inc., for the specific application to the proposed Pando Lodge at Camp Hale, Eagle County, Colorado. Sincerely, �o��`` �,p0 REG ," LEP ENGINEERINGR.�e„ 7.2o.a��:o= � = 29526gl s � Luiza Petrovska, PE '''��.. YON AL��E President C:�MyPOckwe4W�lwPnoesla �x7:cnd-�+-dei.Rr t'.wpa LKP Engineering, Inc. U. S. HWY 24 FXIS17NC CABIN PROPOSED' LODGE•llJrJlJ� y/JJ/rJr„ J/ LOCATION SKETCH CiYil /GEoTECF[NICAL EACLf PAWO LODGE nLKPEnginc aering, Inc. G"N M"E COl1N7Y, CQCOY2A00 PREPARED MR. p.o. Sax 2837 OR — Edwards. CO Let (970) 926 095 fox (� 970) 2639089 NOVA GUIDES, INC. LUNCH rFNr pi r PROFILE HOLE 0 ... 0787 N. T. s 1-"' 07-20-2001 1 1 DATE OB5LHVEU: dune 27, 2001 Test Pit E 1 ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATERIAL LABOARTORY REMARKS FEET B P AND SAMPLE LOCATION TEST RESULTS 0 L L IE Topsoil -- Ground Wafer ©3.5' Brown clayey gravelly sond with _ s Cobbles - 200=18.1 MC=10.17 _ Bottom of test pit of 8 ft — 20 LEGEND: ❑ - 2-inch O.D. California Liner Sample ■ - Bulk Somple OD - Natural Dry Density ('pct) MC - Natural Moisture Content (o) -200 - Percent Passing No. 200 Sieve LL - Liquid Limit Pl - Plasticity Index GW - Ground water AREFFF up: 0187 I" ENGINEERING, INC. SUBSURFACE EXPLORATION LOG oxuw ma: I GATE OBSERVED: June 27, 2001 Test Pit 2 CLEVATION: S S Y A OEP7N ly M DESCRIPTION OF AdAT£RIAL LABOARiORY REMARKS FEET t3 p AND SAMPLE LOCATION TEST RESULTS 0 L ! E Topsoil Brown cloyey grovelly sand with Ground Water 0 5 s cobbles Bottom of test pit of 8 ft — to -•- t 5 20 LEGEND: d - 2-inch O.D. California Liner Somple t - Bvlk Sample OD - Natural pry Density *0 MC - Natural Moisture Content (9) -200 - Percent Passing No. 200 Sieve LL - Liquid Limit PI - Plasticity Index GW Ground wafer FRMUCT No.: Q187 I" ENGINEERING, INC. SUBSURFACE EXPLORATION LOG nGuRE Na; 2 DATE OBSERVED: July 13. 2001 BORING NO. i ELEVATION: S S Y A DEP7ii BLOWS M M DESCR1P770M OF MATERIAL LABOARTORY REMARKS FEET PER FT_ B P AND SAMPLE LOCATION TEST RESUL75 0 L L E Topsoil Brown, Clayey, gravelly sand DU= 59.1 PC( 11/12 o MC= 123.07 — s Ground Wafer at 7 feet on 7-13-01 "— -' The boring hole Coved in at end of drillino. r o Brown, gravelly son d 7/s 0 20 Brown, silty—grovelly sand 25 Bottom of Boring of 25 feet LEGEND: 0 - 2-inch O.D. California Liner Sample DD - Natural Dry Density (pcO ■ - Split Spoon MC — Natural MoistcirP Content (%) 24112 - Drive somple blow count- Indicates that 24 blows -200 - Percent Passing No. 200 Sieve of 0 140-pound hommer fulling 30 inches were LL - Liquid Limit required to drive. the California or the Split Spoon PI - Plasticity Index Sampler 12 inches. GW - Ground water PRO.ECT NW 0187 Lw ENGniEERmG. mc. SUBSURFACE EXPLORLTION LOG F;M*E Noe ; DATE OBSERVED: July 13. 2001 NOPUNG NO. 2 ELEVAMON: S S Y A DEPTH BLOWS M M DESCRIP77ON OF MATERIAL LASOARTORY REMARKS FEET PER FT B P AND SAMPLE LOCA77ON TCST RESULTS 0 L L E Topsoil Brown, clayey, gravelly sand _ 17112 O Ground Water at G — s feet on 7—IJ-01 — The boring hole _ caved in at end —200=6.39 of drifting. Brown, gravelly son d �s 1"he hole caved in — 20 ,JL -- 25 Bottom of Boring of 25 feet LEGEND: Q — 2—inch O.D. California Liner Sample OD — Natural Dry Density (pcf) ■ — Split Spoon MC Natural Moisture Content (x) 24112 — Drive sample blow count. Indicates that 24 blows —200 — Percent Passing No. 200 Sieve of a 140—pound hammer falling 30 inches were LL — Liquid Limit required to drive the California or the Split Spoon PI — Plasticity Index Sampler 12 inches. GW — Ground water MAECT NO.. 0187 Lw ENGINfiEmG. INC. SUBSURFACE UPLORATION LOG n,,g z: 4 Percent Coorser by Weight o - o O ON b 00 oOs a 0 V ® Ln � c 0 a o 0 0 R C 0 �9 h h C b U y C w � aCZ i � d h Gi 4 Y) ry C O� 1.6 2 N ? v °• Inc) u U w0. O � O L O w H b a h d Q 00 U o vOi ON to V) It N O Percent Finer by Weight i - PRO.£CT Na: LKP Engineering, Inc. GRAIN -SIZE D/STRI8U7ION MOW No: 0187 5 D. r r. v ry 100 APPLIED PRESSURE — lkS1 — SUrrtplo of Y;;llowrsh—brown grovelly pond from; 8oring # 1 ® 4 feet Noturol Dry Unit Weight 59.1 pcf Noturol Moisture Content = 723.0 percernt ♦RO,CCT w0.: 0787 LKP Engineering, Inc. Swell — Consolidation Test Results n.,,.,c Z.. 6 Percent t;oorser by Weight p O O o h C5 O Zw q - v N O �o v O b O c�i ® � b N O a � O Iz z V 0 o_ 0 o O N b a c b tic) H H w � 0 h U e b o of to � � s w _ o v U '• 2 y S p z o o z N ,n „ U a � � a O w_ 0 C N 4 .Q y I 0 U o0i h 'O) N O Percent Finer by Weight PRo"r T �I �i Na. 0187 LKY Engineering, Inc. GRAIN —SIZE DISTRIBU77ON MUM No.. 7 D SLOPE AWAY FROM BUILDING j° ' ► COMER SACKFXL WITH ONE FOOT OF RELA TII/EL Y /UPERVIOUS SOIL iA.D • . — _ LIZ : * - — GRANULAR FILL FIL TER FABRIC ! / (U/RAFI 1401V OR £OUIVALENT) Q'.�'' COARSE GRAVEL, J14 INCH 01AM. W17H LESS THAN 5,Z FINES 4-INCH DIAUETER PERFORA 70 PIPE SLOPED TO A SUITABLE OUTLET AT 114- PER FOOT FOR FLEXIBLE AND AT 118" PER FOOL I- OR RIGID FIFE GRAVEL THICKNESS SHOULD BE AT LEAST 24 INCHES AND SHOULD INCREASE IF HEAVIER SEEPAGE IS AN77CIPA Tf D FROST WALL DRAIN - 0187 CiWalolECmum PANOO LODGE SSE NTS nmp Engineering, Inc. CACLE �rACMORADO DAIV o7—zo—tool PRDMRED MR; P.O. Box 2537. Edwards, CO 91632 DaAWWC NO.: 8 tel (970) 926-90M fax (970) 926-9089 NOVA GUIDES, INC P.O. Box 1908 1005 Cooper Ave. Glenwood Springs, CO 81602 ZANCANELLA ANo 4550CIATES, INC. ENGINEERING CONSULTANTS June 5, 2003 Mr. Ray Merry Eagle Comity Environmental Health P. O. Box 179 Eagle, CO 81631 RE: Nova Guides Dear Ray: (970) 945-5700 (970) 945-1253 Fax -LN3UV-L8Vd3Q Nllb31� lb-LN3WNOa1AN3 RECEIVED 001 Ni l ` jUN, _ r 2003 ENVIRONMENTAL HEALTH DEPARTMENT 031V303H Thank you for taking the time to meet with us Tuesday. We have revised the drawings in accordance with your comments. The flow calculation has been expanded, and is based on the 1041 value" of 4.3 EQR being equal to 1505 gallons per day. For a 50 seat lodge, this would equate to 30.1 gallons per seat per day. Note that this is half way between the ISDS regulation value of 25 gal/day/seat for paper service and 50 gal/day/seat for a standard restaurant, which seems reasonable. After talking with LKP Engineering personnel, it appears that they did not do any test holes exactly in the area currently proposed for the mounds. Therefore, we suggest that either LKP Engineering or Zancanella & Associates observe the excavation for the septic and pumping tanks to verify that the soils in that location match the other test holes. As we discussed, since the other test holes were so uniform, we would certainly expect that this area would be similar. We have also added setback information on the drawing. The proposed well(s) for the lodge meet the standard setback requirements. The pond on the southerly side of the access road meets .the_setback-_lequirements without the "eight foot rule", but oes no wen d si Lance is included. However, it is our opinion that contaminatio In In s un i ely due`ti the following: The pond is "upstream" from the mound system per the general direction of groundwater movement There is a wide, compacted embankment (the existing road) between the pond and the mound system The mound system is actually two mounds, each having one half of the flow, thus, setbacks would be met if the mounds were considered individually Please call if you have any further questions or comments prior to issuing a permit. Sincerely, Zanc nella and Associates, Inc. Timo h ec c, Encl. cc w/ encl.: Steve Pittel George Roberts Z:\96000's\96308 Nova Guides\2003\ISDS revisions.doc M elo-el s cw.e� d Z:\96000's\96308 Nova Gu1des\2001\dwg\ISDS-2k.dwg, SHT1-11X17, 6/5/2003 11:55:48 AM, HP LaserJet 5000 11x17.pc3, 1:2.14286 1 M A b III fibs 11€ x Clio, log 81 9 Jill Jim N PIN1 Is go 9 it a gig P l g Igi all € C co In cn. OM f F N Y lip — OUT 70 M01MD o• �' >: RR $y_ _ ��•7�.— DISIROUIION PPRIQ . ' V, O > V O P ► 4 N 25 _ ~ a I4 : e g l ic - 01 i �B Aga ail �S ��F a !4 � � 8 � 6 � • i �RB� O g INDIVIDUAL SEWAGE TREATMENT SYSTEM RECIRCULATING SAND FILTER/MOUND NOVA GUIDES SHEET NO. SAS NOTED 01/0B/2003t OF 2 ZANCANELLA AND ASSOC/AYES, /NC. 1 5/22/03 COUNTY COMMENTS TPB REV NO. DATE REVISION MADE CHKD By APPD BY DRAWN BY: TPB I CHKD BY TPB : AM 9'W TAZ FLAN: NO. 9153W,4WS-2K ENG/NEER/NO CONSULTANTS PM 'T '9� � ) y� QRNw=gg3pg PRW=. Jul-28-03 03:17P P-01 P.O. Box 1908 1005 Cooper Ave. Glenwood Springs, Co 81602 Z4NCAMELL4 4010 40WAITES, INC. ENGINES ma Cbmsu 1miv ll� Via Fax to: (970) 328-7185 To: Ray Merry, Eagle County Env. Health From: Tim Beck Date: July 28, 2003 Subject: ISDS System, Nova Guides (970) 945-5700 (970) 945-1253 Fax Ray, per my recent call, the attached sketch shows an option "B" for the relocation of the southern most mound. The owner thought this would be tfte-best option, although option "A" with' both mounds moved to be parallel with the northern- property line should be okay also: Give me a call to let me know what you think. Thanks, Tim Attachment Z:\06000'S\96308 NOVA GUIDES\2003\MERRY MEMO-ISDS.DC)C Jul-28-03 03:17P P_02 'NIYI ®,3 FAX COVER SHEET EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT P.O. BOX 179, EAGLE, CO 81631 970-328-8755 970-328-8788 FAX i FAX #: l- I/S Id 6 3 FROM: Gil,-7261 2-�iL'L� f � Q NO. OF PAGES INCLUDING COVER SHEET: REGARDING: 1 r.+oox_ -- 1 esle— a,6 jy ���1r2 eG�1 `'4" S (� r✓1 w t So e'"l, e v c 1T you do not r eivedaI pages please'call our office (970) M 3�8 � S��SL'3 b Step 7: •Design Effluent Distribution Network. See Section 7.2.8(f). 7.2.4.4 Construction a. Site Preparation Good construction techniques are essential if the mound is to function properly. The following techniques should be considered: Step 1: Rope off the site to prevent damage to the area during other construction activity on the lot. Vehicular traffic over the area should be prohibited to avoid soil compaction.. 2: Stake out the mound perimeter and bed in the proper orienta- tion. Reference stakes set some distance from the mound peri- meter are also required in case the corner stakes are dis- turbed. 3: Cut and remove any excessive vegetation. Trees should be cut at ground surface and the stumps left in place. 4: Measure the average ground elevation along the upslope edge of the bed to determine the bottom elevation of the bed. Install the delivery pipe from the dosing chamber to the mound. Lay the pipe below the frost line or slope it uniformly back to the dosing chamber so it may drain after dosing. Back fill and compact the soil around the pipe. Plow the area within the mound perimeter. Use a two bottom or larger moldboard plow, plowing 7 to 8 i n . (18 to 20 cm) deep parallel to the contour. Single bottom plows should not be us- ed, as the trace wheel runs in every furrow, compacting the soil. Each furrow -should bef,thrown upslope. A chisel plow may be used in place of a moldboard plow. Roughening the surface with backhoe teeth may be satisfactory, especially in wooded sites with stumps. Rototilling,is not recommended because of the damage it does to the soil structure. However, rototilling may be used in granular soils, such as sands. Plowing should not be done when the soil is too wet. Smearing occur. If a sample of the soil a wire when rolled between the If it crumbles, plowing may a b. Fill Placement Step 1: Place the fill material on the upslope edges of the plowed area. Keep trucks off the plowed area. Minimize traffic on the downslope side. Step 2: Move the fill material into place using a small track type tractor with a blade. Always keep a minimum of 6 in. of mate- rial beneath the tracks of the tractor to minimize compaction of the natural soil. The fill material should be worked in this manner until the height of the fill reaches the elevation of the top of the absorption bed. Step 3: With the blade of the tractor, form the absorption bed. Hand level the bottom of the bed, checking it for the proper eleva- tion. Shape the sides to the desired slope. C. Distribution Network Placement Step 1: Carefully place the coarse aggregate in the bed. Do not create ruts in the bottom of the bed. Level_ the aggregate to a minimum depth of 6 in. (15 cm). Step 2: Assemble the distribution network on the aggregate. The mani- fold should be placed so it will drain between doses, either out the laterals or back into the pump chamber. The laterals should be laid level. Step 3: Place additional aggregate to a depth -of at least 2 in. (5 cm) over the crown of the pipe. Step 4: Place a suitable backfill barrier over the aggregate. d. Covering Step 1: Place a finer textured soil material such as clay or silt loam over the top of the bed to a minimum depth of 6 in. (15 cm). Step 2: Place 6 in. (15 cm) of good quality topsoil over the entire mound surface. Step 3: Plant grass over the entire mound using grasses adapted to the area. Shrubs can be planted around the base and up the side - slopes. Shrubs should be somewhat moisture tolerant since the downslope perimeter may become moist during early spring and late fall. Plantings on top of the mound should be drought 254 tolerant, as the upper portion of the mound can become dry during the summer. 7.2.4.5 Operation and Maintenance a. Routine Maintenance A properly designed and constructed mound should operate satisfactorily with virtually no regular maintenance. b. Rehabilitation Three failure conditions may occur within the mound. They are (1) se- vere clogging at the bottom of the absorption area, (2) severe clogging at the fill material and natural soil interface, and (3) plugging of the distribution network. Usually these failures can be easily corrected. If severe clogging occurs at the bottom of the absorption bed, its cause should first be determined. If it is due to failure to maintain the pretreatment unit, hydrogen peroxide to oxidize the accumulated organics at the infiltrative surface could be used. The chemical can be applied directly to the bed or through the dosing chamber. Because of the dan- ger in handling this strong oxidant, this treatment should be done by professionals. If the clogging is due to overloading or unusual wastewater charac- teristics, efforts should be made to reduce the wastewater volume or strength. It may be necessary to enlarge the mound. The mound cap should be removed and the aggregate in the absorption bed stripped out. The area downslope of the mound should be plowed and additional fill added to enlarge the mound to the proper size. The absorption bed can then be reconstructed. Severe clogging at the fill and natural soil interface will cause sur- face seepage at the base of the mound. This area should be permitted to dry and the downslope area plowed. Additional fill can then be added. If this does not correct the problem, the site may have to be abandoned. Partial plugging of the distribution piping may be detected by extremely long dosing times. The ends of the distribution laterals should be ex- posed and the pump activated to flush out any solid material. If neces- sary, the pipe can be rodded. 255 Sop-05-03 11:37A P.01 P.O. Box 1908 !005 Cooper AVG. lonwooid springs, CO $1602 Z44CAMU4 Am A6=am , Inc. 0443monm ICoNmLt4mN Fax Cover Sheet To: Ray Hier ('.ompany. Eagle C99alygnvironmental Heaith Qeot. From: Tim Belk Fax No: 328-8788 Pages: 3 , including this cover sheet (original will not follow by mail) Date: September 5 200 11:4Dam Job M RE: —LL+�va_ ides InstructionsJCornments: In response to your fax of September 4, 2003: (970) 045-MO (970) 945-1253 Fax 1. As we had discussed previously, it is okay to put EPA mound notes with the Permit. 2. As noted on the drawing, each pump is dosing one field but the pumps automatically alternate. 3. Attached are two drawings showing my thoughts regarding piping between mounds and tanks. If you have any further questions or comments, please call. Tim cr.: Steve Pittel George Roberts It YOU have any problems receiving #his tranamission Of tlbcUrnent(s), nlaakR rail lg7n) t1dK_f700 =Q-1-_C3MM7 COT 9 4 • SSCtM Tn- Cnf--f C t-ni 11,?T'w CK11 ! UCni TU me%f C. 4 EEIN 1 I W� m U v Z > K x z tn SR o r In0 r m> MZ �m� �l7 �En m Lq z m 0 v z POND SETBACK = 198' 7:1'16WU's15U306 Nova GWtl�i2l%111�v9115Gb•7 7G03.dw5, MOArI, 9f5/70hi I f:)6:]SAM, HG I,,�y.rUr 5p00,vc3, �T, I:Sp ZO'd r_ - Ja+'✓'J � �1 �W�� � � �� vJ r vif of �vti _! !✓vJ ' *..tt VVV�� ' V V t VJ L[JSJ4 9 iJJJ Y z 9 In -UN) �o �' ' CO Y M> OC)W m�'o o� 1rr �nsQ � n -D"D > Drn C) oX r� c Z:\MOMW Nova GWdcA200L\dwg�1565.7.7003.dw4, Modol, 9Xj2003 11:24:41 AM, HP' ww-la OOOO.pc3, Loflrr, LSO €O'd ViL€=ZL €O-so-das Oct-09-03 11:29A P_01 P.O. Box 1908 1005 Cooper Ave. Glenwood Springs, CO 81602 Emalmamm Cs L,,r4 i i T Memo Sent.Via Fax T0: Ray Merry, Eagle County Environmental Health Dept, From: Tim Beck Cate: October 9, 2003 Subject: Nova Guides To follow rip on our telephone conversation this morniing- (970) 945-5700 (970) 945-1253 Fax Enclosed drawing shows proposed mound location change and additional setback from "stream/slough". Please call when you get this to confirm your agreement, The hatched areas are the size of the sand fill footprint. Setbacks are met as shown with this configuration. Also, as mentioned, we can move the well location pretty much as needed, and plan to moue it some just to get a bit more clearance. Encl. cc, Steve Pittei George Roberts Larry Morgan ZADOU 9 SM348 Nova Guidesl2OMeagle co-merryeg �challgtnema.wp�i G L� V Tv 1 n Go p o uf'AJC l^f ft� l tS �( c{ I �� Uv� *y /Va -C�t� �-S ��� J �.�'rw i f ff /� C.�,fSGL� �� / �L t�`S �1't � �� `►'S �^a �e�DC w1 �� � ✓/ C'�y�-,;(?'Y u- (i 7 [ Ul-- � T� -S�-lr-✓�.r l U� D n T-Q-QfiW-Z TWI I 11 -dQdM Tn-Gnr-1 G rni IKITY GKll I I- 01 TW Ddr'C- 1 Oct-09-03 11:29A P-02 ;LF �u m (n Q i"Z iz J, TO. A'A A . .. .... ........ .. 4c_T8ACK 19 7F 7 IM7, f,lf-,r-0-,7mm7 Iruf 1 1 4 - AOnM T n - Cne--1 = e-rll lk rrV M, 111 U=1 'rU One-= - 3 P.O. Box 1908 \ \ (970) 945-5700 1005 Cooper Ave. (970) 945-1253 Fax Glenwood CO 81602ings, 7ZZ4RUNELL4 41410 4SSOCI4TES, INC ENGINEERING CONSULTANTS Memo Sent Via OSM Delivery To: Janet - Eagle County Environmental Health From: Tim Beck_77F/,-% Date: August 12, 2003 Subject: Nova Guides Enclosed are two stamped, signed maps (2 pages) of the Individual Sewage Treatment System for Nova Guides as requested. Encl. Z:\96000's\96308 Nova Guides\2003\eagle co -stamped maps.wpd RECEIVED AUG 1 L 2003 ENVIRONMENTAL HEALTH DEPARTMENT This is a top view of the pumping chamber showing the pitless adapters installed on the baffle portion of the tank. The floats are mounted on the vertical PVC pipe, which is removable.: This photo shows the first chamber of the first tank. The white PVC pipe is the influent from the mound underdrain.: t� Ay 496 Zancanella & Associates Engineering Consuhants Control box w/ alarm light on top: Overall view of ISDS and lodge: Zancanella & Associates Engineering Consultants tom• � lr ',� • � }y� -+ rY ��••�. ���4`♦�'r�'a 1 .i y' _ Tw !- Y. �i + ! II Ian � '�i. T � 1. .J,.^��M �•f •i �,. `l •a' l! w�:J I •'y� is f /'/ : r �' � �•.•�� . •. � � ,i inn � r 4 IF Af 41, IT �•a ♦tom - � i+ ;t .. I kv. I i J► '� M[ s f siuvlinsu03 Suiaaau12ug sa)w3ossd 7 vilauv3uvz :a6pol pue SaSI do MOIA lleaanp :dol uo jy6ll wiele /m xoq loaluoo - - 7i�G"c " .J1 VDj '.+I s s. '-: ,,�f j'r �. �'Y _r..1�.•' ii ... *~ ti 14. rt., - • ti r -[ - r R 1. " .R �� i _ - _ELK > ;-i"� f."-" � ,�.. ,; .` ,• �,r %'ram- � F`j� �r r �'. AK 1pj • '� _" - sue; . �;, �,�. ` �, � - J i..,;r.• •. - sal:.. r' pr 7 fe •,+�� � tea' - LI��..� �F!� .•*„ i ��► �r - `: r .' .. :% f/ f +' � f - �' ' "++..ter .�•f xo _. >• �Ii.�S ' sd -•. �. 44 „�:'�•. ,r' J � ../ -rT"� tea' "- �' _,, �'�'' r.y a .f r. ' C` - '��wr .a � •�,; .. ' -'^.- ! "� �Jy- .yam '1�� �C - '• .3� � ..ram i . :.M �������p {� ��'1 r _•II" � •* .:�. �,+�• - go-- �- S - -r! Imo.{ - .w- 2263-03 Tax #2377-161-00-002 JOB NAME. 007088 Camp Hale, Nova Guides PITTEL Hwy 24, Tennessee Pass JOB NO,LL15 nR t_n( AT1nrJ --- ---------- BILL TO DATE START E D DATE COMPLETED DATE BILLED r 41' c k ' Ire U' c' ^ v'< < c 1 \ 4 12 i JOB C � ST SUMMARY TOTAL SELLING PRICE ' v / TOTAL MATERIAL TOTAL LABOR INSURANCE 1 oZ�t?i ^- SALES TAX `l MISC. COSTS e-.4ti cce� Itj re4"u ps -e TOTAL JOB COST 7 a - S' w► i% T GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE ;f r NET PROFIT r JOB FOLDER Product ZM v V &K JOB FOLDER Feted ►��J, c, Tar 7 Le� 1 i Gr,�, "l Gu< s, U 3) Shy P 17Z' a�soN P' - a•e z� as �e�J� /I R /0 —3 0-uaq1, le �1,� 3 7L"A-/ r qld" 41,12 Recycled Content 10% Post -Consumer { PT INS AN( x It 2" x 2" x 1/4" (2) ANGLE WITH PROTECTI� 2"0 STEEL PIPE (GALV.) VENT COATING, BOLTED TO ALARM LIGHT W/GOOSE NECK BEND & SCREENED PRECAST STRUCTURE OPENING W/3/4 0 WEDGE ANCHORS CONTROL PANEL 2 - EACH ANGLE STANDARD 24'0 MANHOLE RING AND RISER z RIM EL. = XXXX.X 00 a a Ec>Q u 5' ID PRECAST RISERS AND LID, (COPELAND CONCRETE OR APPROVED EQUAL) SUPPORT BRACKET (TYP.) 5' ID MANHOLE SECTIONS ON TOP OF TANK 2000 GAL PRECAST CONCRETE TANK .4 A .i � c ALARM FLOAT DUPLEX FLOAT INFLUENT PIPE FL0 N - v FROM SEPTIC TANK ON FLOAT t tO - .44 A' A e -i•_.c 9. -LA _ QD -A S� L q L A "SLIDE COUPLING' -r •r TO ALLOW PUMP REMOVAL USING CHAIN FROM ABOVE ` 4 (2 PLCS.) a a NOTE: ELECTRICAL WIRING NOT SHOWN RAW SEWAGE PUMP (TYP.) 2-6' THICK CONCRETE PUMP SUPPORT PAD SEWER LIFT STATION SECTION N.T.S. PROJECT NOTES 1. THE DESCRIPTION OF THIS PROPERTY IS AS FOLLOWS: THE SOUTH ONE HALF OF TRACT 43, SECTION 16, TOWNSHIP 7 SOUTH, RANGE 80 WEST, 6TH P.M. SEE BOOK 664, PAGE 245 OF THE EAGLE COUNTY RECORDS. TAX PARCEL NUMBER IS 237716100002. 2_ THE NATURAL GROUND SURFACE IN THE AREA OF THE BUILDING AND THE MOUNDS IS ABOVE THE 100 YEAR FLOODPLAIN OF THE EAGLE RIVER.. SEE LETTER REPORT BY ZANCANELLA & ASSOCIATES, DATED 4/18/2003. 3. THE FINISH FLOOR ELEVATION OF THE MAIN FLOOR OF THE BUILDING IS PROPOSED TO BE 9208. 4. BASE MAPPING IMAGE IS FROM SITE [MASTER] PLAN BY KNIGHT PLANNING AND JEROME GAMBA & ASSOCIATES, DATED 3/25/1991, LATEST REVISION 6/5/1997- �2 ca ca z a 0 (L 0o 2" DISCHARGE PIPE TO MOUNDS o m af INV. OUT = xxxx.x L CHECK VALVES 00 ` A 4 G ••• C A LIFT OUT ADAPTERS [s o o 4-0 PVC INFLUENT PIPE(S) 4 SEWER LIFT STATION PLAN N.T.S. LIFT STATION NOTES: 1• SWITCHES TO BE MERCURY FLOAT TYPE_ 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A 2000 GALLON PRECAST CONCRETE TANK, W/O BAFFLE. 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL BE CAPABLE OF AT LEAST 65 GPM 0 20 FT_ OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) 6. PUMPS SHALL ALTERNATE OPERATION. EACH PUMP SHALL BE PIPED TO A DIFFERENT MOUND. INFLOW FROM SEPTIC TANK INT .. _ . _ .. , „`4--3vv-JLl3vddu H-L IV3 SECTION 9. T7S , R80W, 6TH PM Ib1NMYNOW AN3 SCALE: 1"=2000' 03AI303H GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW: PER EAGLE COUNTY 1041 SUBMITTAL, "SYSTEM 4. 50 SEAT LODGE AND RESTAURANT" . AVERAGE 38 GAL/SEAT/DAY. 1900 GPD = AVERAGE DAILY FLOW DESIGN = 1.5* AVERAGE = 2850 GPD SEPTIC TANK: MINIMUM TOTAL TANK SIZE IS 3600 GALLONS RECOMMEND TWO 2000 GALLON TANKS, IN SERIES, WATER TIGHT CONSTRUCTION, WITHOUT BAFFLES. MINIMUM GRAVEL BASE AREA: A= Q = 2850 = 3000 SQ.FT. 0.95 0.95 MINIMUM SAND FILL BASE AREA: 2850 GPD A= = 3564 SQ. FT. 0.8 GPD/SQ. FT� 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. NO 90' BENDS ALLOWED.' -_' 6. INSTALL RISERS AS NECESSARY TO'BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY. 9. PERCOLATION TESTING NOT PERFORMED DUE TO GRAVEL SOILS AND HIGH WATER TABLE. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC/COMMERCIAL WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM_ 12. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. 13. SAND USED SHALL BE AS FOLLOWS: . SIEVE SIZE %PASSING 4 100 40 10-100 200 0-3 UN I FORM I TY COEFF I C I ENT=C6/ D,a7s4 TYPICALLY CONCRETE OR MASONARY SAND IS ACCEPTABLE. 14. SITE PLAN INFORMATION PROVIDED BY CLIENT, AS SUBMITTED WITH 1041 APPLICATION. 15. CONTRACTOR SHALL COORDINATE SITE VISITS AT APPROPRIATE STAGES OF CONSTRUCTION WITH ENGINEER AND EAGLE COUNTY. MOUND SYSTEM NOTES 1. THE MOUND SHALL BE PLACED PARALLEL TO THE CONTOURS. Z GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 3. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE. 4. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT. TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA. 5. PLACE THE PROPER DEPTH OF SAND,;THEN FORM THE SAND/GRAVEL INT ERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. 6. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 7. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE FORCE MAIN AND COVER WITH AGGREGATE_ 8. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 9. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 10. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE NEAR THE MOUND. 11. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH PLANTS AS DESIRED. (NO PLANTS WITH TAP ROOTS, GRASSES AND FIBROUS ROOTS ONLY. F� 00 O Z W W U w 3 _ O ka z d- <� V J � of ^ Ouv V O ` N (7 O � 0 a3 Q CDI0 -0 Q C.) ` \ X vi mo O L.Liz z d \0 ��-o Q v i\ o "`VVV LL z � W Ld Q w 0 I- z O i C N (I}0 o n o LLJ z � g LLI w -j Q- LL- W (i Q O O m Q 0 H �- o a Q (n \ FLd v Q t- p w Inz m a o U OZ m w ~ o z Q¢ U) Q 0 fC3',�r f Jd a - m a_ Q =m U in im a. ¢ m I- Z a C G 00 W Z Z 0 0 O O N W m a LLJ 04 0 FILTER FABRI UNDERDRAIN LATERAL DISTRIBUTION LATERAL F12" MIN. —SCR. ROCK, BED OF 1-1/2- SCREENED ROCK. (12- MIN. THICKNESS) SEE NOTES FOR MIN. BASE AREA 12" MIN. TOPSOIL COVER TOPSOIL 3 MIN. ( PIT RUN MATERIAL TO RAISE .TTr .. p ......... SAND TO FLOODPLAIN ELEV. .... ....... . ... ..... . . ............... . ................................................... ......... (NOT REQUIRED FOR THIS SITE) ............... ......... .......... ............ ..... .... ................ ...... ... ... ....... .. .......... ................ ................. ....... .................. ..... . .......... 7' L- 7* 2'e MN-. BASE OF SAND SHALL BE AT ORS SAND DEPTH PLOWED SURFACE ABOVE FLOODPLAIN ELEVATION SECTION A -A (EXISTING GRADE) N.T.S. b ri h \�1-1/2- PERFORATED PVC DISTRIBUTION LATERAL 2" . SOLID PVC FROMY 13000 SO. FT. DOSING TANK (GRAVEL AREA) PLAN VIEW OF MOUND (CONSTRUCT TWO IDENTICAL MOUNDS) N.T.S. 3", OR 4' SLOTTED PVC PIPE, OR PERFORATED ADS—N12. OR APPROVED EQUAL SHALL BE USED FOR UMERDRAIN )ERDRAIN 6' TYP. NOTE - ALL PIPING MUST DRAIN BACK TO DOSING TANK 2* SOLID PVC FROM DOSING TANK DISTRIBUTION PIPE LATERAL LAYOUT (FOR PRESSURE DOSING OF FIELD) TO FIRST SEPTIC TANK UNDERDRAIN PIPE LATERAL LAYOUT (FOR RECIRCULATION OF EFFLUENT) N-T.S. 3 #4 REBAR (MIN) TIE DOWNS ANCHORAGE FOR TANKS 1 C.Y. WEIGHT BLOCK EACH SIDE OF TANK 00 0 rn C; LLJ LLI 0 Lij 3 0 D-- V) Of < qLLl 8 0-O in to 0 zi; 0 0 0 00 0 no f ) < �� -0 8 L) > 'o u M 0 0 L(s LL' 0 0 Lij, r-) cq 1-- 1 0 U) Ln cn LL- 0 00 I- C-1 LLI LL] tr) 0 LLI L.LJ Lf) IL F— < L-Li Er_ 0C'4 (D 0 m TV < IL Ld < 00 0 11-1 < 0 < L�j 30 t�E 3: LLJ 5.: m m 0- 0 F- Q < C) 0 LJ 1-- El:� 0Z m > Ld LLJ < 0- 1-- 0 ry -1 < < C) U) of 0 g!Lu: •91. c' a_ m < a: m (0 CL LLI < m cl) F- z Lu Z 0 0 > Ld z M 0 cr) !R C) L.Li I— < LLI IVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1380 Please call for final. inspection before covering any portion of installed system. OWNER: Steve Pittel Nova Guides MAILING ADDRESS: P.O. BOX 2018 APPLICANT: Glen Palmer SYSTEM LOCATION: Camp Hale LICENSED INSTALLER: .Tim Olson DESIGN ENGINEER OF SYSTEM: Alpine Enginee INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK INSTALL A,' ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SPECIAL REQUIREMENTS: Install as per en A f ENVIRONMENTAL HEALTH APPROVAL: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL RE TO AUTHORITY GRANTED IN 25- 10- 104. 1973, X 2. THIS PERMIT IS VALID ONLY FOR CONNECTION 1 TO OR USE WITH ANY DWELLING OR STRUCTUR REQUIREMENT OF THE PERMIT AND CAUSE FOR 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PE FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPEC NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: INSTALLED SEPTIC TANK: GALLON SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY COMPLIANCE WITH COUNTY/STATE REQUIREMENT ANY ITEM CHECKED NO REQUIRES CORRECTION BER COMMENTS: see engineer design ENVIRONMENTAL HEALTH APPROVAL: ENVIRONMENTAL HEALTH APPROVAL: RETAIN WITH RECEIPT RECORDS Ft1,9414ffa 1 D351:1IIIs OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # SEPTIC SYSTEM #1 ISDS Permit # 1 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328=8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.Q PROPERTY OWNER: Steve Pittel Nova Guides, r„r. MAILING ADDRESS: P.O. Box 2018 Vail, . CO 81658 PiiONE • 303/949-4163 APPLICANT/CONTACT PERSON: Glenn Palmer PHONE: 303/926-3373 (Alpine Engineering, Inc.) LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tract 43, Sections 9 & 16. Township 7 South Range 80 West of the 6th P.M., Eagle County, Colorado Parcel Number: 237716100008Lot size: 80 acres Physical Address: Located at Camp Dale on U.S. Highway 24 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms (X) Commercial / Industrial* Type Vehicle Service Building TYPE OF WATER SUPPLY: Well(X:) 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:--) 15D -v b RECEIPT# 1Z45r DATE: CHECK # 2-'9 CASHIER: /0/y MEMORANDUM TO: Mike Wheelersberg, Chief Building Official FROM: Raymond P. Merry, REHS, Env. Health 7i,�T DATE: April 5, 1995 RE: Nova Guides at Camp Hale, Building Permit #6455, Assigned to the Single Family Dwelling This memo is to inform you that the aforementioned single family dwelling on the Nova Guides site may be approved for temporary occupancy only, as it relates to the status of the septic system. The Individual Sewage Disposal System (ISDS), ISDS Permit #1380, was installed according to the design submitted by Alpine Engineering last fall, according to Glenn Palmer. Alpine Engineering just recently received the necessary information from the septic installer allowing them to produce final drawings for our files. This approval applies only to the single family dwelling on the property, not to the cabins nor maintenance facility. Please do not provide for permanent occupancy until the final ISDS permit is submitted to your Division, as we are awaiting the "as built" drawings. COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Steve Pittel Nova Guides P.O. Box 2018 Vail, CO 81657 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1380-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1380-94 File r COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO June 23, 1994 Jim Olson Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1380-94 tax Parcel # 2377-161-00-008 Property Located at: Camp Hale. Enclosed is your ISDS Permit No. 1380 is valid for 120 days. The enclosed.copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Shannon Garton or Laura Fawcett at 328-8755. cc: files JL:IY I Ul •LaAUL l- I.VVIYI I , `.i;— '3—{7'3 , 10- LO , ,3UL7JGO (LU l"C UMMUn l lyl)eVe I OPMLanI IF G/ 4 -- - - -•• +.. ..L,1� i rs! Aix- crau l l` MM i NW 1 NU TQ 32ei20•T p. JL • Storage w St tlgr Area .,.' ParkIn11 Arun �•5 a 71 4 { 1 r ;i • j i propu5ad i t� A r< {� y r1 •. �r (>0 a�n 11cr� " � �.a6'Mc�54'Ap1ti • y 4 y 71 V , A • ./' ` Z f .w � •` as 1 mop f � A - �•}:'!_�,Y d•4, .• ,C �ilw • ��li�iAN:if'1i1�;:.: '.: • �* •. iAl{!d`:`h'_x'.i ' h� �,, yiyri,`� /ry.I rl +1':.L •i/4�� r ': �~•) �'•_.diil'• ~..Ia,+. .,'``�`�. •r If4vtisbl'L.(,j, 4.5.�L •", • ,�1L✓ �c e 1. , � • ' '1 •' vu�a LS,T aAv r lv•11 l ,JLJ%JVL,O IGUI -%d U IHHI U 111 L rLJ L V L 1 U p LE V 11 L i ft I 'f n n-err-1�� i-nioy rkuM ALPINE ENG?NEERrNO INC � TO 3287207 P. @i 17 COT r NO pil &4N)NG COMMMCATION ltzco PEMN CO.N=TW $d~OW , A&z mme tP e sir PrJWOSE OF CONTACT JOBtifo. �1�'mast�du�m ❑ TtiepM�n� Confi�reAce � Dieit%g � Tr�amittsi� 13 Tb* Womriv was &==ad Iffeewith 5 - � i� _y w �_ r f . a-` ,aaarr� �w-�-�.��..�+Ian .-_ iW - '_ � ;. '.'. '•, . 9&wds $ummss Conw - P.O Box 07 -Edwards. Cokwadd 84632.303W$-33" -FAX 303=6=0"•'' `• ��'` .. � � r:t r". ,-4•.P�i�. Ji14�• �::�+:C`�1,�'%tGiG�r. � s. PROPOSED NOVA GUIDES RESORT U.S. 24 - FREEMONT PASS SEPTIC SYSTEM DESIGN VEHICLE MAINTENANCE FACILITY GUEST CABINS PRIVATE RESIDENCES 1181,010 Prepared for: Steve Pittel Nova Guides, Inc. P.O. Box 2018 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 JUN-06-1994 09:46AM FROM KOECHLEIN CONSULTING 1;bf Alapahlo' c_ I Cn.k SP T SIX- 8 ■ 40 7abernach dJu Fraji' Bums Stare Bridge NatiaAal -a While River Forest 1� I is all om T Forest A. w ik - 45 Ed.- L M urn int N it 4-4 While River Ile A f 454 National Forest .�24 Woody Creek ASPEN VE CLCS-10 kim.pe.dence AM A-4 4L f A -1143, _j T n es 92 Sae Isabel j so ed multe 4 use ,00-8. N.01-.- 9.4—.54 P JUN-06-1994 09:17 303 989 0204 TO 13039263390 P.02 FIG_ 1: P. 02 'TO eAGI. zs ner R R.81 W. - R.80W. R.79W. - TrJ varL 914A r\ 5 DOS • Junction r :G�� valt7l� }, r j - , I >! 1 `Y�? 111ac1 0, 70 17it2 �3 i "24 3D sut1�11 z11129o.::zz 1 29 s /y 24 1 F• 1 12748 ��ho -( nel�lo !r n 2 7 1 / _-- 24. 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I> I p4 I 13e'ckers 10975y /� x Mt �� - I -` i _ I I ^Lake PSs GuIch I — I kes^r a I I i I --- ` \° I I h do Li I fl, a`i/iy ( %tile Fvorcupl fi 27 /? - ze 29 za 27 y. 0 I �9 /7solatlon T. .p)- ;6 ;.,1 25 1' 30 n@ 29 ( 23 �/ 25 _ 30 1 Lakes I ' � ne Gulch C Homeslake 1 le . .� I I `,;PoreuP I h I �� • ,�/ —I - —I _ I — - - Lake -I �. tt Galena=�+:i --- -- —�,� Mt f •. �/ I \ Mt Zion �, I 12912 \:� 11726 1%ns`�. �� c I ! 33 - �" a4.- 1238 4, .I_ 31 ..,, 32 I R ur T 34.._.: \ Pa do 1 � \' INTRODUCTION A maintenance building, 6 guest cabins, a restaurant/recreational facility, and 2 private homes are proposed to be constructed for the Nova Guides Resort in Eagle County. The buildings will be located on Highway 24 in the Camp Hale area. This year, construction will begin on the maintenance building, 3 guest cabins, and one of the private homes. Three septic systems will be installed to serve the currently proposed facilities. In the future, when the restaurant facility, the other private home, and the 3 remaining cabins are constructed, 3 new and separate septic systems will be designed and installed to serve the restaurant, cabins and future home (see plan). The function of the proposed maintenance facility is to service vehicles used and rented out by Nova Guides. These vehicles include company trucks, 2 snowcats, and approximately 100 snowmobiles and four -wheelers. The facility is expected to service 2 vehicles per day. Upon servicing, the vehicles will be washed with a spray hose. Snowmelt from the vehicles will also be considered for discharge to the septic system (System 1). The building will also include one full bath for the use of four employees. The building will need floor drains and a grease/grit trap for pretreatment of snowmelt and vehicle washing. � �(L •�ti ��i`L,nQ, C�� The proposed cabins will be 2 bedroom guest houses expected to be occupied year round. Three of the 6 proposed cabins will be built this year and the septic system will be designed for the capacity of only the three currently proposed cabins (System 2). In the future, a new septic system will need to be installed for the 3 future cabins when they are built (System 4). Both private homes are to be 3 bedroom houses occupied year round. Only one of the two private homes will be constructed this year. A one bedroom dwelling currently exists in the general area of the proposed homes. This dwelling will be connected to the septic system installed this year for the home. The septic system will be designed for the capacity of just these two buildings (System 3A). When the second home is built, a new system will be installed (System 3B). It is our understanding that toilets are to be water conserving, low flush type. Water is to be obtained from 3 or 4 wells that both exist and are proposed. PREDICTED FLOW QUANTITY: System 1 = 450 gpd System 2 = 900 gpd System 3A = 900 gpd System 3B = 675 gpd System 4 = 900 gpd Total = 3825 gpd SEPTIC SYSTEM #1 - MAINTENANCE BUILDING FLOW QUANTITY: Employee: Typical wastewater flow for service station employee = 25 gpd/employee* 25 gpd/employee x 4 employees = 100 gpd *Wastewater engineering design for unsewered areas by Rein Laak. Service Station: Estimated wastewater flow for vehicular service station = 100 gallons/vehicle serviced.* 100 gallons/vehicle serviced x 2 vechicles serviced/day = 200 gpd *To be conservative, we have estimated 100 gallons/vehicle to include wastewater flow from servicing and washing the vehicle and any snowmelt from the vehicle. Peak Flow: 100 gpd + 200 gpd = 300 gpd Peak flow x 150% = 450 gpd Provide one septic system for the maintenance building. Septic Tank size: �. b Peak Flow = 450 gpd x 30/24 = 563 gallons G Use one 1250 gallon septic tank. Grease Trap: Because of the large amount of grit expected to be generated from four - wheelers, a 500 gallon grease/grit chamber is recommended. ABSORPTION AREA: The average percolation rate was determined to be 15 minutes per inch Absorption area = (Q/5) VT = (450/5) VI = 349 square feet 50% reduction to use infiltrator units = (5)(349) = 174 square feet 1 Use 3' wide equivalent trench width 174 sf/3' trench width = 58 linear feet of trenches 2 trenches @ 5 units long = 31.25 linear feet per trench Total area = 2 x 31.25 x 3 = 188 square feet Check with application rate. A = 450 gpd = 375 @ 50% reduction = 188 square feet 1.2 gpd/sf Me SEPTIC SYSTEM #2 - THREE CABINS (maximum occupancy = 4 persons/cabin) FLOW QUANTITY: Typical wastewater flow for a resort cabin = 50 gpd/pers 50 gpd/person x 4 persons x 3 cabins = 600 gpd Peak flow x 150% = 900 gpd Provide one septic system for the 3 guest cabins. Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons Use one 1250 gallon septic tank. 0� ABSORPTION AREA: The average percolation rate was determined to be 30 minutes per inch Absorption area = (Q/5) -VT = (900/5) V30 = 986 square feet 50% reduction to use infiltrator units = .5(986) = 493 square feet Use 3' wide equivalent trench width 493 sf/3' trench width = 164 linear feet of trenches 2 trenches @ 14 units long = 87.5 linear feet per trench Total area = 2 x 87.5 x 3 = 525 square feet Check with application rate A = 900 gpd = 750 @ 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3A - PRIVATE RESIDENCE (maximum occupancy = 8 persons) FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons One, 1 bedroom house x 2 persons = 2 persons Total: 8 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 8 persons = 600 gpd 0— Peak flow x 150% = 900 gpd Provide one septic system for the private homes and the existing dwelling. Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons (�"C Use one 1250 gallon septic tank. `� ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) VT = (900/5) VI = 697 square feet 50% reduction to use infiltrator units = .5(697) = 349 square feet Use 3' wide equivalent trench width 349 sf/3' trench width = 116 linear feet of trenches ' 2 trenches @ 10 units long = 63 linear feet per trench Total area = 2 x 63 x 3 = 375 square feet Check with application rate A = 900 gpd = 750 at 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3B - PRIVATE RESIDENCE* (maximum occupancy = 6 persons) *Calculations provided for setback purposes only, this system will not be built this year and is not included in the permit applications. FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 6 persons = 450 gpd Peak flow x 150% = 675 gpd Provide one septic system for the private home. Septic Tank Size: Peak flow = 675 gpd x 30/24 = 844 gallons Use one 1250 gallon septic tank. ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) VT = (675/5) -V15 = 523 square feet 50% reduction to use infiltrator units = .5(523) = 261 square feet Use 3' wide equivalent trench width 261 sf/3' trench width = 87 linear feet of trenches 2 trenches @ 7 units long = 44 linear feet per trench Total area = 2 x 44 x 3 = 263 square feet Check with application rate ,�U 6," A = 675 gpd 563 at 50% reduction = 281 square feet (� 1.2 gpd/sf Total area = 281 square feet N/7 281 sf/(2 trenches x 3' trench width) = 47 linear feet J 2 trenches @ 8 units long = 50 linear feet per trench Total area = 2 x 50 x 3 = 300 SOIL PROFILE Percolation test pits were dug at the site and performed in the separate areas of the maintenance building, the cabins, and the houses. Soil profiles for each of the three locations were obtained using a backhoe to dig to a depth of 8 to 9 feet. Percolator tests and soil profile information was provided by Koechlein Consulting Engineers. The percolator test report is attached. The entire site consists of about 8 to 18 inches of topsoil. In the area of the maintenance building, the topsoil is underlain by 3 feet of silty sand and gravel, and then, gravelly sand and silt to the explored depth of 8.5 feet. At the location of the cabins, gravelly sand and silt with cobbles exists under the topsoil to the explored depth of 8.5'. The profile of the house area consists of topsoil underlain by gravelly silt and sand with cobbles to the explored depth of 8.5 feet. No free ground water or bedrock was found to a depth of 8.5 feet. HORIZONTAL SETBACKS The domestic water supply is provided by means of private wells within the area of each building site. SYSTEM # 1 MAINTENANCE BUILDING ABSORPTION TRENCH SETBACKS (MAXIMUM SETBACK =100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (west) 225' 10' Nearest well (storage well) 215' 100' Occupied building (maintenance building) 100' 20' Nearest absorption trench (future guest cabins System #4) 280' 220' SYSTEM #2 GUEST CABIN TRENCH SETBACKS (MAXIMUM SETBACK = 100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 305' 10' Nearest well (optional lodge well) 210' 100' Occupied Building (northernmost cabin) 20' 20' Proposed pond 105' 50' Wetlands boundary 70' 50' Nearest absorption trench (future restaurant facility System #5) 350' 200' SYSTEM #3A/3B PRIVATE RESIDENCES ABSORPTION TRENCH SETBACKS (TOTAL FLOW = 900 + 675 = 1575 gpd MAXIMUM SETBACK = 100 + 8 (575/100) = 146') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 120' 10, Nearest well (Nova well #1) 150' 146' Occupied building (future home) 30' 20' Wetlands boundary (dry gulch) 90, 54' Nearest absorption trench (guest cabins System #2) 400' 246' The tables provided above show that no two absorption areas setbacks overlap one another so that each system can be considered an individual system, and that each system provides adequate setback to wells, lakes, rivers, dry gulches, etc. J✓1 a ♦t✓ J ]'JV I.+n .. a • � cw,oD C f�N 041-C zi.alFrRTS M, kYA (J 8OCN L k INU=��Iti� —-� �2•o�io ��VS coo 66) 1 I w x U z w x z 0 H E-+ a x 0 ca d x c� a - 0 rx x E-i z 0 H E-4 U W Wa d U H a p .✓"'' IeaV =1>4 oo .Nn�D SEPTIC SYSTEM #2 INVERTS ,.Scale: .'I" =')20' I r' ✓ ♦.cJh @ Z.6`6 ►N�1_ ��, as \ CNZINs -k- FF= t oo•V c:KN RI )T \_ Y' 06'CGS \low H x z O _ C. x bd U) O Pd ro H H O z H z z x m m tral M ro n H H H H C] O z� 1d m 1 H Gd tr1 N. k NV� BJt��vo & ►rul.. Tz�iq-hoN SY5m/y1 #Sea F- En rro rl H 0 H H f] H z c 0 H 0 :x LN m GENERAL NOTES 1. Contact Alpine Engineering, Inc. at least 48 hours prior to installing any septic system improvement. 2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's recommendations. 3. Compact to 95% standard proctor density, below distribution boxes, etc., or per soils engineer's recommendations. 4. Provide risers on septic tanks to finish grade. 5. Comply with all Eagle county and Colorado Department of Health regulations regrading septic system installation. 6. Provide inspection portals per Eagle County regulations. 7. Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks. 8. Field align sewer to avoid existing trees, buildings, and structures. 9. Provide 4' minim cover and 2% minimum slope from building to septic tank. 10. Provide cleanouts at bends. 11. Sewer line to be schedule 40 PVC. 12. Provide 6' minimum between trenchwalls. 13. Provide 5' minimum clear horizontal between trees and sewer pipes and septic tank. 14. Install infiltrator system per manufacturer's recommendations and Eagle County Health Department requirements. 15. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc., Glenn Palmer 926- 3373. The septic system is also to be inspected by Alpine Engineering, Inc. prior to backfill: contact Alpine Engineering, Inc. for this purpose as well. 16. The splitter tee must have equal invert out elevation(s) on all pipes leaving the tee. 17. We recommend that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. We recommend using a seed mix such as a Foothills, Pasture, or Prairie mix, available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 18. The owner must realize an onsite sewage disposal system is considerably different from public sewer services. The Owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterward. There are also daily considerations, such as not putting plastic or other nonbiodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per day if allowed to run. Excessive loading (such as running toilets) will flood and irrevocably harm the system, and stress the onsite well. 19. We also caution against installation of a water softener. The high levels of soil from the backwash of a water softener is detrimental to all onsite sewage disposal systems and a separate drywell should be constructed for the landscaping or plastic can be installed over the disposal field which will reduce evapotranspiration from the field. 20. Provide minimum 10' separation between water and sewer lines, or encase per Colorado Department of Health Regulations. 21. Provide two ties to sewer cleanouts, septic tank, and absorption trench corners, as required by Eagle County for as-builts. COUPACTED 3/4' SCIRMNED ROCK 140TES: I. END PLUC -2. Nor cca .3. 4' Pvc PIPE 4. (2) 2.2-1/Z ELBOWS 5. Bok0CFILL & COMPACT TO SPMFICknONS 6. BELL TYPE PLUC. WHERE REOUIRED 7. WYE WITH 45* ELBOW (ALL BELL FrMNCS) 8. SCA'M UNF— SEE PLAN FOR SWE SEWER CLEANOUT DETAIL_ NTS m ti to rp .. • • r- .. •'- TO AB-smPlION TRENCHES SPUTTER PIPE DETAIL D fW T"— I I DIM 'A' GREASE INTERCEPTOR 330 - 5C00 GALLON CAPCITIES CLEAR ACCESS CPENINGS IGROUT BOTH SIDES PRECAST OMOSR ; PLAN VIEW `- SLOTH H sloes A 24' RING d COVER OC AIR 6 GAS TIGHT ARE AVAILABLE TYPICAL T ?LACES ADJUST TO GRADE --c_�/j/�/%//j -T ' r� L 1 ° OUTLET INLET_z------------- ----- ---r r-- ---T-- 1�----r-- II 1 i B• L. J ' o DIM 1 I _ ( DIME' o I ELBOW DIM 'C' r 1 I DIM'C' 1 DIM WATER CEPITH I 1 I I I I 1 a 0 1 GROUT ALL AROUND I i ` SLOT BOTH SIDES I 213 LENGTH ' 1/3 LENGTH SECTION VIEW AA_ GALLON CAPACITY 330 510 750 1000 1500 1800 2500 - 30100 3500 5000 MODEL No. DIM -A- DIM'B' r43•GI 6'-0. I 4' 0' 1 444•GI 6. 0. A'.0' 4113-GI . I no. • 4.0' . 4114-GI I i l'-0. I 4' 0' 4116•GI 11--p' 4•.0' 4117•GI 11--o' ; 4,-0' 4124•431 1 6127-GI 12'•0- ! 12'•0- i 6•-0' 6'•0' $IS7.G1 41U•GI 15'•0' 6--0• I 6'-0 WATER DEPTH DIM.'C' DIM .D. DIME' 2'•0• I 2. T. 3%0• 3'•0' 3. r 4'•0' Y•2- 3•.4' 3•-0' 7.2' 3'.A• 4.0 4'.7 a •g' 6.0' 5' 6' S'-B' 7.0' A -6' A' 6' 6 0' S' 6' 5.•6. ' 7 0' 6 S •' 7'-0" 6.•Z. 6•"4• DIM 'F• 2.10• 10.200 3'•10' 11.sw 2•10' t9.i7s 3.10' 22.500 5%10' 26.100 6'•10' 27.300 5'•10' 33.C25 6%10' 3A.450 6.10' 6'•10'— A2.700 ; 63.622 WEIGHT _DESIGN CRITERIA: UNIFORM PLUMBING CCOE • APPENDIX H NUMBER OF MEALS WAS`"'IOW RETENTION STORAGE - CAPACITY HOURS 4 RA I E 4 TIME PER PEAK = FACTOR IN GALLONS [ _ninrnrin nivision _NOTE5: 1. CONCRETE: 26 DAY COMPRESSIVE STRENGTH rc - 45M Ps' 2. REBAR. ASTM A•61S GRADE 60 3 ME54: ASTM A. 135 GRADE 65 4. DESIGN. ACI.316.63 BUILDING CODE ASTM C-857'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE 17TIUTY STRUCTURES' S. LOADS: M-20 TRUCK W "£ EL'A'/ 30% IMPACT PER AASNTO 6. FILL W CLEAN WATT R PRIOR TO START-UP OF SYSTEM 7. CONTRACTOQ TO SUPPLY L INSTALL ALL P1PM4 a SAMPLING TEES II GRAY WATER ONLY. BACK WATER SHALL. BE CARRIED BY SEPARATE SIDE SEWER KOECHLEIN CONSULTING ENGINEERS CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS Job No. 94-86P PERCOLATION TESTING PROPOSED NOVA GUIDES RESORT U.S. 24, FREEMONT PASS EAGLE COUNTY, COLOARDO Prepared for: Mr. Steve Pittel Nova Guides, Inc. P.O. Box 2018 Vail, Colorado 81658 June 3, 1993 12354 WEST ALAMEDA PARKWAY, LAKEWOOD, CO 80228 (303)989-1223 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 PROPOSED CONSTRUCTION 2 SITE CONDITIONS 2 PERCOLATION SOIL PROFILE 3 PERCOLATION TESTS 3 PERCOLATION TEST RESULTS 4 LIMITATIONS 4 VICINITY MAP Fig. 1 DEVELOPMENT PLAN Fig, 2 LOCATIONS OF PERCOLATION TEST HOLES AND PERCOLATION TEST PITS Figs. 3 thru 5 LOGS OF PERCOLATION SOIL PROFILES Fig. 6 PERCOLATION TEST RESULTS Appendix A SCOPE This report presents the results of a soils and percolation inves- tigation for the proposed Nova Guides Resort to be located on Freemont Pass, U.S. Highway No. 24, in Eagle County, Colorado, as shown on Fig. 1. A description of the soil profile found in the percolation test pits, percolation testing procedure, and the results of percolation tests are presented in the report. The report was prepared based on conditions found in the percolation test pits, results of percolation test and our field observations. A summary of conclusions and results is presented in the following paragraph. SUMMARY OF CONCLUSIONS 1. Subsurface conditions at the site were relatively uniform. The test pits indicated about 8 to 18 inches of topsoil. The sur- ficial soils at different locations are described below: A. In percolation test pit PTP-8 (Maintenance Building Area), topsoil was underlain by silty sand and gravel to a depth of 3 feet and then by gravelly sand and silt, extending to the maximum depth explored of 8.5 feet. B. In percolation test pit PTP-9 (Cabins Area), topsoil was underlain by gravelly sand and silt with cobbles, extending to the maximum depth explored of 8.5 feet. C. In percolation test pit PTP-10 (House Area), topsoil was underlain by gravelly silt and sand with cobbles, extending to the maximum depth explored of 8.5 feet. 2. No free ground water or bedrock was found to a depth of 8.5 feet in the percolation test pits at the time of this investi- gation. -2- 3. The maximum percolation rates, in minutes per inch, were 15 for the Maintenance Building, 30 for the Cabins and 15 for the House areas. PROPOSED CONSTRUCTION The proposed structures are a part of the plan for the Nova Guides Resort. The Maintenance Building and House will be about 50 feet by 90 feet and 55 feet by 25 feet in plan dimensions, respectively. The three cabins will be about 20 feet by 20 feet each. Leach fields will be con- structed near these structures for waste disposal. The locations of these structures are shown on Fig. 2, Development Plan. Access to the structures will be from U.S. Highway No. 24. SITE CONDITIONS The sites for the structures are located on the east and west sides of U.S. Highway No. 24 near Freemont Pass. The overall site generally slopes downward to the northeast at about 8 to 20 percent with a differ- ence in elevation of about 5 feet across the structure areas. Dirt roads exist near the proposed sites. A cabin is west of the new pro- posed house. The site areas are vacant and vegetation consisted of natural grasses, weeds, and trees. Wetlands are on the east side of the proposed development. -3- PERCOLATION SOIL PROFILE The percolation soil profiles were investigated by excavating one test pit for each proposed leach field area at the locations shown on Figs. 3 thru 5. Logs of the Percolation Test Pits are presented on Fig. 6. The soils found in the test pits were relatively uniform and are described below. 1. Percolation Test Pit PTP-8, for the maintenance building area, indicated about 1.5 feet of topsoil underlain by silty sand and gravel to a depth of 3 feet from the ground surface. The silty sand and gravel was underlain by gravelly sand and silt, extending to the maximum depth explored of 8.5 feet. 2. Percolation Test Pit PTP-9, for the cabins area, indicated about 8 inches of topsoil underlain by gravelly sand and silt with cobbles, extending to the maximum depth explored of 8.5 feet. 3. Percolation Test Pit PTP-10, for the house area, indicated about 1.5 feet of topsoil underlain by gravelly, clayey silt and sand with cobbles, extending to the maximum depth explored of 8.5 feet. No free ground water or bedrock was found in the test pits to a depth of 8.5 feet at the time of our investigation. PERCOLATION TESTS Percolations tests were performed at the proposed locations of each leach field for each proposed structure. Three 6-inch diameter percola- tion test holes were excavated with a post hole digger in each area, to depths of 36 inches. The locations of percolation test holes are shown on Figs. 3 thru 5. The holes were filled with water and the subsurface -4- 'r soils were allowed to saturate prior to starting the tests. The water L levels were measured at time intervals and percolation rates were calcu- lated for each interval. The results of these tests are presented in r. Appendix A, Percolation Test Results. PERCOLATION TEST RESULTS I Percolation test results have been presented in Appendix A. The i last column of the table provides the water percolation rate for each time interval. For the maintenance building area the water percolation �= rate varied between 1 and 15 minutes per inch. We recommend designing the leach field for at least 15 minutes per inch. For the cabins area the water percolation rate varied between 4 and r- 30 minutes per inch. We recommend designing the leach field for at I—. least 30 minutes per inch. For the proposed house area the water percolation rate varied between 1 and 15 minutes per inch. We recommend designing the leach field for at least 15 minutes per inch. LIMITATIONS Although the percolation test pits and percolation test holes were located to obtain a reasonably accurate determination of percolation soil profiles and representative percolation rate, variations in the subsurface conditions are always possible. Any variations that exist beneath the site generally become evident during excavation. The com- I L -5- pleted excavation should be observed to confirm that the conditions are as found in our test pits. If we can be of further service in discussing the contents of this report, please call. KOECHLEIN CONSULTING ENG Shamshad Huai Ph.D. Reviewed by 4z7 3 William H. 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Shawnee • oxton Roxborough Sedalia emM�•'11,4B24 Lok• 7 999 , "i' : Meredith 2 Pas 91 Owron nn n 4:,f �i• .; �, '• + ' Pine 4 , 7 !4 Forest :.., ! t.3t uns n.:;;: f<105 (imdx••.J•.'••. • 4 CK �iosna Pass — - - •::1a:".::: G fi ""•'• r" Bailey Buffalo Creek 4,1 , 67 Ru.d R. Tennessge P85': °ntY" •"rtoosi°r Pass ,,r leffer, on oy 4 : 1Q �dz4 h''a6• C,.k I : SEE INSET fry : t 9 1 1.541 r� - '.1:'x•'•"•i�rmq.. ' x r u.le.:' .Como 1 c, 4 i Pike d! :•. Woody Creek rr rek<s,4 m� _Yrien L� Alma s• r'c of National '6 .• c Forest :.•;i'y•::: .'•�"�:cPa:;>L Deckers ASPEN e:e C, ,-y ADfLLF4-� a 18 tb' ^+f •°[. iv ororaeo r r5aen,n �'' Ta.pol :: `�;j.';:.;;i .. •::;Larkspur �\ FAIRPLAY �. :.t,C Malta !` o rrn r i,ou F4 ..ram CL CSEJ /If 1 JAV rc n' Z(Inoependence Pass";::':: ::_ tun < c rr ` ! - e ,`. _ I * ea<.,r•w r. ol: r <a•c:. F,.a (2 Westcreek gF 12.095 ++' owrarer O r [nkr �y I •!^y'�u N '_ 38 ,F....... W FIMr1 ,�t� •• yr. (i s L - - — -—•".�—. 3almec, �. r LI:,L''JlJ• •1t13z s >a Garo Park 4T ! Lake +os Twin Lakes �•' `, '4., sy``•." Monument ,� R.. (a r^,^ to Pike zo c,�1 4 a,r, h,k urk VeL '"' • 1(336 Coo Cr«k - / h �.�--...+�..�.+,....«,• ' ` , U 11765 l 4 l National t - F , r �.�,,, . .. ,r ,• Sabel R•x C.k.k i s / `.,r." t,. t I :1 U.S. Air Fq c Forest ! R•• artsel V.1ilkerson P. I Academ C010 All 6<e<m Yr o.ro.•a \ c'<'�` t r_:r._i �1,k F+crr< 9.507 Lake woodland Park', i .• :t:Ymon/etl 11191• •11.1A F. 1 - :.�eorge k i'`,\ +, Divide- 9t i. 12 •, �� .. [� '•:S'::II.bpS• •W„ouri Yrn ,l + C—k•! • _�, Green`Mtn_._ ttl M,nrxe l ?r^ut Creek 1_K •'•, Y°" 47 paJ' flOfi$$'n[� _.e _ Falls'7il- S :':•a"!:; ✓�^t i�Izo m Antero Ict 9 a 1, 3 U e p•,s Chipita Park Cascade ed Butte !'`•::•%:: .....:;:i9 •Yrulw. 24 9.346 % �r3«.�1•w. , T, Ceco"..00e Puat''� ;' lCdr7 , �-. Cwpor, Rn , � A pp "" utte fir', 91G5 CSED '..o.. Pork ta'O" t2. R6 e� Buena s $ FIOnS53 nt FOSS' -2'5 No le e . R« 4:;,_ ° Vista 1`__.. aJ nur SITE NOT TO SCALE VICINITY MAP JOB NO. 94-86P . FIG. 1 ` 1 PROPOSED HOUSE PROPOSED. O \ POND ,i / EXISTING CABIN ZJ PROPOSE^D CABINS �5 .�P AO O AO aP NOT TO SCALE PROPERTY LIN� DEVELOPMENT PLAN JOB NO. 94-86P FIG. 2 PROPOSED MAIN TE�"""^" BUILDING PT N SCALE: 10= 50' DSED PARKING LOCATION OF PERCOLATION TEST HOLES AND PIT JOB NO. 94-86P FIG. 3 EXISTING N . i SCALE: 1'= 50' PROPOSED CAE C-3 O PTP-9 to LOCATION, OF PERCOLATION TEST HOLES AND PIT JOB NO. 94-86P FIG. 4 PROPOSED HOUSE EXISTING CABIN PTP-10 H-1 O H-2 O H-3 O N SCALE: 1'=50' LOCATION OF PERCOLATION TEST HOLES AND PIT JOB NO. 94-86P FIG. 5 PTP-8 PTP-9 PTP-10 �aI N w w w w .--, U. LL 2 5 5 Z 2 = E- I- a n, _ w w 0 0 10 10 LEGEND: ti w TOPSOIL r� •�� SAND and GRAVEL, Silty, Very moist, Medium dense to dense Brown r LA _J �^ SAND and SILT, Gravelly, With cobbles, Very moist, Medium dense to dense, Brown SILT and SAND, Gravelly, Clayey, With Cobbles, Very moist, Medium dense to dense, Brown I NOTES: -" 1. The Profile Pits were excavated on May 23, 1994 with a backhoe. (^ 2. No Free Ground Water was measured at the time of excavation. 3. The Profile Logs are subject to the explanations, limitations, and conclusions as contained in this report. I LOGS OF PERCOLATION SOIL PROFILE JOB NO. 94-86P FIG. 6 Appendix A . PERCOLATION TEST RESULTS LOCATION: Main.Building, Nova Guide Resort HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH 2 1.00 1 3.0 24.00 2.00 1 4.0 24.50 2 5.0 25.00 3.00 2 10.0 26.00 4.00 15.0 27.00 5.00 5 20.0 28.00 25.0 28.75 6.75 6.7 30.0 29. 5 7.25 10 45.0 29.50 7.50 15 60.0 30.50 8.50 15. Job No. 94-86 PERCOLATION TEST RESULTS LOCATION: Main.Buildinq, Nova Guide Resort HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH M-2 36 1.0 22.00 22.00 0 --- 0 5 10.0 24.75 2.75 6.7 15.0 25. 20.0 25.0 27.00 27.50 5.50 .10 45.0 28.50 6. 2 Job No. 94-86 . PERCOLATION TEST RESULTS LOCATION: Main.Buildina, Nova Guide Resort HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH M-3 36 1.0 27.00 22.00 0 ----- 2.0 23.00 1.0 3.0 24.50 0 0.6 4-0 24.75 2.7 5.0 .24.75 10.0 25.50 3. 2b.25 4.25 6 20.0 27.25 5.25 5 25.0 28.00 6.00 6.7 30.0 28.50 6.50 10 45.0 29,50 60.0 30.50 8.50 15 Job No. 94-86 PERCOLATION TEST RESULTS T.nr+nmTnrT• (��7„ n AT-- (l,, A— Dom....-..-1- HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH C-1 36 1.0 ----- 2.0 2 3.0 22.50 0.50 4 4.0 22.50 0 5.0 22.50 10.0 22.75 0 15.0 23.00 1 20 20.0 23.50 1.50 10 25.0 23.75 0 30.0 24.00 2_00 20 45.0 24.50 2.50 30 60.0 25, 0 3.00 30 Job No. 94-86 . PERCOLATION TEST RESULTS T.nCATTnW- rAhinc_ Wnva r-nirAA Rocnrt HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH C-2 36 1.0 22.00 22.00 0_---- 2.0 22.00 0 ----- 3.0 22.25 0.25 4.0 22.50 0 4 5.0 22.50 0.50 ----- 10.0 22.75 0.75 2 15.0 23.50 6.7 2 10 25.0 24.50 2.50 10 30.0 25.00 3.00 10 45.0 3.75 2 60.0 26.75 4 1 Job No..94-86 r•- PERCOLATION TEST RESULTS HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH C-3 36 1.0 22.00 22.00 0 ----- 2.0 22.00 0 3.0 22.25 0.25 4.0 22.50 0. 5.0 22.50 0.50 10.0 15.0 23.50 1.50 6.7 20.0 24.00 2.00 10 25.0 24.50 2.50 10 30.0 25.00 45.0 25.75 3.75 20 60.0 26.25 4.50 20 Job No. 94-86 f PERCOLATION TEST RESULTS LOCATION: House, Nova Guide Resort HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH 36" 1.0 22 22.00" 0 ----- 2.0 22.501, 0.5 2 3.0 22.75" 0.75 4 5.0 23.00" 1.00 8 10.0 24.00" 15.0 25.00" 3.00 5 20.0 26.00" 4.00 5 25.0 26.50" 4.5 30.0 27.00" 5.00 10 45.0 28.00" 6.00 15 60.0 29.25" 7.25 12 Job No. 94-86 . PERCOLATION! TEST RESULTS LOCATTON: Hn»:Grz . Nnva r,» i r3a RPcnrf-. HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH H-2 36 1.0 22.00 22.50 0.50 2 2.0 22.50 3.0 23.00 1 4.0 23.5.0 1.50 2 5.0 24.00 2.00 2 10.0 26.00 4.00 2.5 15.0 26.75 4.75 6-7 20.0 27.50 5.50 6.7 25.0 28.00 6.00 10 30.0 28.50 6.50 10 45.0 29.50 7.50 19 60.0 30.50 8.50 15 Job No. 94-86 PERCOLATION TEST RESULTS T,nCATTnW! Hnn:ca. Nnva r,niAa Racnrt HOLE NUMBER DEPTH INCHES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH H-3 36 1.0 22.00 22.00 -- -- 2.0 22.75` 3.0 22.75 0.75 ----- 4.0 23.00 1 4 5.0 23.25 1.25 4 10.0 24.50 15.0 25.50 3.50 5 20.0 26.25 4.50 5 25.0 27.50 5.50 5 30.0 28.25 6.25 6.7 45.0 29.50 7.50 12 60.0 31.00 9.00 10 Job No. 94-86 JOB NAME 1380 PITTEL Camp Hale Hwy 24 2137+61-00-008 NOVA GUIDES MAINTENANCE Sys 1 JOB FOLDER Product..278 ®® NEW ENGLAND BUSINESS SERVICE, INC GROTON, MA 41471 Printed in U.S.A. JOB FOLDER Ilk 17Z�- - - - 7 Q - - _ - r Storage We .S ened '� 8t age Area ,' d Parking _ . • `' Area . - _4 < -6 oP atn Wince it t` t0 '•th <og hiding o °� -� ' K Y - - • t v 0,0 , \ -a w •' f , � A. _ _ - - .- it • -. QO fog - �� - - - - - - - - - - '• - \yam "-- Ole O.. r W h land use summary category acreage lodge &. parking f storage bldg & parking .28 cabins & grounds 1.97 single-family residences LO0 Pend i A ) highway 024 raw E 13.80 railroad row 6.9.0 access read to lodge 1_00 f b- otal 27185 JQt open space 5 :� Total Acreage 80.A0 _ f t - t EXISTIN EDGE OF WATER .• I Proposed Lan s apin {`yam..,\ r t r_ v L A _ u Z '^ S f(] LLIco �sed Qerrning & _LandscapingCD t. .� 4 � T� :� ti T e a%h T0 0/ ec�e� ad To Be Closed To - tomobile Traffic PROPOSEt) POND/ �, J C• N OO ri^l - p x O O F tL O E2 ✓, G 1p m ' a o L W - `'7-7146 a PROPOS ' _ v � `\ tt� -- --- - - k _ a j - Assumed Wetlands Boundary < CT7 I X I SJ4ING ROAb / �" -tom- - - - ZLij � ::D LJ O z a Q - W • �' 1 \ BUILDING \ V/ ' - \ ENVELOPE A Q. LLI 12� - - - GAS{ � ^ ` _ Z M ` \ �ort5 - O \0 �C = 00.00 00M a 2 _ A z Q F 'f S.totage We St age Area Parking- • < Area 1< y prop os ed ' >\ nce acility p aint — Landsil o .tA og/ 'ding O front) l �•t6n y v M y l 1 r , rive ay i i � c r low 4n,1 41 fir. 9 f land use summary ` category acreage lodge & parking storage bldg & parking .28 - cabins & grounds 1.97 bingte-family residences 2.00 , pond /. Z highway 024. raw I3.8Q 1 railroad row b_90 access read to lodge 1-00 sob -total 27.85 apen space 52.15 Total Acreage 80,00 t/ J r,.•.cr sr,l• n, ,tR. n..• i i Cl!�i•\111 J, off Per tS k- • ,• rr..,! 3( ` I � ♦• \•.rule n,.,., .i • ♦ 1 1 ♦ r ,Yr' � 1 \nr — ♦ Jc t1 / BASE TOPOGPAPNIC MAPPING / PRUODED BY: �J KN:GH T PLANNING SERVICES P-0. BOX 94� - EAGLE, COLORA.DO 81631 �nI) 7?A_F,?oo SITE LOCATION %P USFS LAND i \IF EXISTIN EDGE OF WATER north property line 00 o VJ \ J\ �, x 9202.8 x 9204.7 Proposed Lan s apin DOSING CHAMBER SEPTIC TANK \ x 9202.4 z y s 9205.2 x 9204 7 ,., P posed Berming & Landscaping x 920 Y Restaurant staurant Q 5 _ Q R " a creational Faci ity x 9 4.8 T ABUTMENT / PANDO POND�— G x 9205. It O Q1 0 U 41 w w i I O U) af Cl- v ` W o W) 0 N 'n Aco VJ � � H o a 0M to �� coco N o��o x0 O Cvim Q ism o Jd22-U<o W p Q Z ix p O M 0-0 U UJ �- z u UJ ' \ W a a oL,ow\ \ J ax ° o \ / ate°� 3 \ Wood Deck- _ x 9205.5 �. x 9 04. ad To Be Closed To / `- Automobile Traffic PROPOSED •POND/J +" •`\ , � i'` OPTOiJAL BA%iCOP .'WELL -- -` LODGE WELL= i I 7 Sy�T z l I PROPOS ZQ x �204.4O CAB l �•- Z w I-) ~ SYSTEM j \ Gi w Q o • AA z W rn x 9204.6 L U 0 Q <Q Q o m 03 cr ILD ACCESS ?RAIL F— U \ x 9204 6 ULn / 11 m mr_3 of oz po J^3 f U ft: cn o \. o Assumed Wetlands Boundary (/9 z IQ .� G po \\ ! Oil t -- 70,000 CAL. WATER STORAGII TAt r ra ! �0 E X I S311QG R O Ab • a 1 Q a M T_ m - LIJ /f \ ENVELOPE, \ �� Q m W Ex!ST1NG C W m H z M J _ �S � w C, O ,�30 ( N Z w 9� r IN A WELL1 J 1, ' � a U) z�r� O -V W a �00 Q 5 w W tJ cr �N Uj W N JA vyPLL, 2� / \ ick�j3 �. L/ P-4+ t o W / BUILDING \ / <01 ENVELOPE b � ..J'' \\ \ 4 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1452 Please call for final inspection before covering any portion of installed system. OWNER: Steve Pittel PHONE: 949-4163 MAILINGADDRESS: P.O. BOX 2018 City: Vail State: CO Zip: 81657 APPLICANT: Glen Palmer Alpine Engineering PHONE: 926-3733 SYSTEM LOCATION: CAMP HATE TAX PARCEL NUMBER: 2371-161-00-008 LICENSED INSTALLER: Jim Olson LICENSE NO: 36-94 DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK See Permit 1380 ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: COND17IONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND X PROPER MATERIAL AND ASSEMBLY YES —NO COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: X YES —NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL AP ROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT x CHECK A SEPTIC SYSTEM #2 ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328'-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0 PROPERTY OWNER: Steve Pittel, Nova Guides, Inc. wP MAILING ADDRESS: P.O. Box 2018 Vail, CO 81658 PHONE: 303/949-4163 APPLICANT/CONTAC.T PERSON: Glenn Palmer PHONE: 303/926-3373 ' (Alpine Engineering,. Inc.) LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAr LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tract 43 Sections Township 7 South, Range 80 West 01 the 6th P.M., Eagle County, Colorado Parcel Number: 237716100008 Lot size: 80 acres Physical Address: Located at Camp Hale on U.S. Highway 24 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms (X) Residential / Multi -Family* Number of Bedrooms 6 ( ) Commercial / Industrial* Type TYPE OF WATER SUPPLY: Well(yj Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: AMOUNT PAID: fL'� RECEIPTm IZ -[� / DATE: CHECK # 7,9 CASHIER: 4 m COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 DATE: TO: FROM: RE: 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX; (303)328-7185 EAGLE COUNTY, COLORADO June 23, 1994 Jim Olson Environmental Health Division Issuance of Individual Sewage Disposal System Permit No. 1380-94 tax Parcel # 2377-161-00-008 Property Located at: Camp Hale. Enclosed is your ISDS Permit No. 1380 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle"County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Shannon Garton or Laura Fawcett at 328-8755. cc: files v` • —r7 R-L'7N-1733 1J:y�y WWW—W ILW1 'VV111111l1111 L,LIC V r 1 V F ULr ILL f it I Y rRUM ALPIh� ENGihEERING INC .f'p 3r874f07 "f P. @i NG cvacrmNzCAM4 RECO a ACT /�dV1f J� �S P�,3D�7' DATE PE RSQN co.w LTLTED ADYJMS TELEPHONE PUMSE Of CO_'NTACr n_6 ��� ,� _ . Job x, o. .4i Ld � a +riM �( 67C.— COPES To J&d— Umwawb=El TdVh=e Conf&e=e L_3 bta ft 39m tes E3 Tr4onicmts 13 The f maw}zt was >rr.9etiined Tnncatsd 13awNith / sr J r :iir f` �t✓r r MrAIMLl 14� r OR f rf _�OF ,!� _ . i L &+ands $uswmss Conner • P.a ftx 27 • Edwards. Coronado M 632 -- API x= • FAX 30=64=0lis �. .,, �� iR.!.'ftil tv, �.�., .. �h..,'�• • �1. '�.• !> ��. n •, ••. I1f��I..+�.t�� , .. :. 4• �S� tv, r �r'liY 'rIJ�wAI�.Y.•'���'1NF'%ir}, PROPOSED NOVA GUIDES RESORT U.S. 24 - FREEMONT PASS SEPTIC SYSTEM DESIGN VEHICLE MAINTENANCE FACILITY GUEST CABINS PRIVATE RESIDENCES JUNE 1994 Prepared for: Steve Pittel Nova Guides, Inc. P.O. Box 2018 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 JUN-06-1994 09.46AM FROM KOECHLEIN CONSULTING ' j ,,. * a;;bql maru,vano s I E a u wi:onr : c.. E j ji Kcem nnbri a— 5'"'IGGsPErtalt 4 . �• TaberrNVf �• � 1e Forma Woimtt .a r EAG{E {�R Edna s Mirnum; vullka River tF ! jsj qr.''�v 1 ' National •rw +j Meredrdr Forst T a.&A. - - Teneea a a .1,2. itwadr creakme r cLcsen IN w•nrs ' R lux L�+� (Incvpendence Pass'-''"- xtlt ; ZZ095 C as - tnw T4 : see f j •'�kli xm P •er~~ 4nr ly t T' . X-M G San Isabel f' of Y i.�GeY+ ^'wTae�f dS ad am* j u Utle mceu.ea. M� l►w � T� f=fx t as 4 i TO 1:X.S�_.I2bJj9w r. b2 Daconf .00-B..N.O.,_94-88P_ JUN-0E-1994 09:17 303 989 0204 P.02 TO EAGLE 25 M1 ? 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' 22 23 24 19 L.aa ('i / • . _ j�\ 1 I ;Deckers kes 10975� sakes' 1 / 1 - _ J - _ I - _ - 1 - - - 'Lake o"SS Gulch I oa •oz- x—II— — t i� I `i�Ie orcup/n I x; z7 �f 26 25 _ 29 28 i .5 27 ' a i T •.. i7 / 26 1 25 30 @ 29� r 30 oz • Ir`r Lakes I Ine Gulch �,�—I--`--I--=— ome ake I / 1 1 PorcuP I ch I pi , �/ I Galena ne pme �1 - Mt1i� f) KF V� t Mt Zion .` r / • ' z : y. 1292 \i:::�� I T\--_ I , '.. - I -- I 12124,• .I 31 ' 32 ASP - 34 i 28 \j I r 9210 W � 1 p ale \ \ Site) INTRODUCTION A maintenance building, 6 guest cabins, a restaurant/recreational facility, and 2 private homes are proposed to be constructed for the Nova Guides Resort in Eagle County. The buildings will be located on Highway 24 in the Camp Hale area. This year, construction will begin on the maintenance building,. 3 guest cabins, and one of the private homes. Three septic systems will be installed to serve the currently proposed facilities. In the future, when the restaurant facility, the other private home, . and - the .3 remaining cabins are constructed, 3 new and separate septic systems will be designed and installed to serve the restaurant, cabins and future home (see plan). The function of the proposed maintenance facility is to service vehicles used and rented out by Nova Guides. These vehicles include company trucks, 2 snowcats, and approximately 100 snowmobiles and four -wheelers. The facility is expected to service 2 vehicles per day. Upon servicing, the vehicles will be washed with a spray hose. Snowmelt from the vehicles will also be considered for discharge to the septic system (System 1). The building will also include one full bath for the use of four employees. The building will need floor drains and a grease/grit trap for pretreatment of snowmelt and vehicle washing. The proposed cabins will be 2 bedroom guest houses expected to be occupied year round. Three of the 6 proposed cabins will be built this year and the septic system will be designed for the capacity of only the three currently proposed cabins (System 2). In the future, a new septic system will need to be installed for the 3 future cabins when they are built (System 4). Both private homes are to be 3 bedroom houses occupied year round. Only one of the two private homes will be constructed this year. A one bedroom dwelling currently exists in the general area of the proposed homes. This dwelling will be connected to the septic system installed this year for the home. The septic system will be designed for the capacity of just these two buildings (System 3A). When the second home is built, a new system will be installed (System 313). It is our understanding that. toilets are to be water conserving, low flush type. Water is to be obtained from 3 or 4 wells that both exist and are proposed. PREDICTED FLOW QUANTITY: System 1 = 450 gpd System 2 = 900 gpd System 3A = 900 gpd System 3B = 675 gpd System 4 = 900 gpd Total . = 3825 gpd SEPTIC SYSTEM #1 - MAINTENANCE BUILDING FLOW QUANTITY: Employee: Typical wastewater flow for service station employee = 25 gpd/employee* 25 gpd/employee x 4 employees = 100 gDd *Wastewater engineering design for unsewered areas by Rein Laak. Service Station: Estimated wastewater flow for vehicular service station = 100 gallons/vehicle serviced.* 100 gallons/vehicle serviced x 2 vechicles serviced/day = 200 gpd *To be conservative, we have estimated 100 gallons/vehicle to include wastewater flow from servicing and washing the vehicle and any snowmelt from the vehicle. Peak Flow: 100 gpd + 200 gpd = 300 gpd Peak flow x 150% = 450 gpd Provide one septic system for the maintenance building. Septic Tank size: Peak Flow = 450 gpd x 30/24 = 563 gallons Use one 1250 gallon septic tank. Grease Trap: Because of the large amount of grit expected to be generated from four - wheelers, a 500 gallon grease/grit chamber is recommended. ABSORPTION AREA: The average percolation rate was determined to be 15 minutes per inch Absorption area = (Q/5) ,VT = (450/5) ✓15 = 349 square feet. 50% reduction to use infiltrator units = (5)(349) = 174 square feet Use 3' wide equivalent trench width 174 sf/3' trench width = 58 linear feet of trenches 2 trenches @ 5 units long = 31.25 linear feet per trench Total area = 2 x 31.25 x 3 = 188 square feet Check with application rate. A = 450 gpd = 375 @ 50% reduction = 188 square feet 1.2 gpd/sf SEPTIC SYSTEM #2 - THREE CABINS (maximum occupancy = 4 persons/cabin) FLOW QUANTITY: Typical wastewater flow for a resort cabin = 50 gpd/person 50 gpd/person x 4 persons x 3 cabins = 600 gpd Peak flow x 150% = 900 gpd Provide one septic system for the 3 guest cabins. j Septic Tank Size: ' Peak flow = 900 gpd x 30/24 = 1125 gallons Use one 1250 gallon septic tank: lJ ABSORPTION AREA: The average percolation rate was determined to be 30 minutes per inch Absorption area = (Q/5) -VT = (900/5) V30 = 986 square feet 50% reduction to use infiltrator units = .5(986) = 493 square feet Use 3' wide equivalent trench width 493 sf/3' trench width = 164 linear feet of trenches 2 trenches @ 14 units long = 87.5 linear feet per trench Total area = 2 x 87.5 x 3 = 525 square feet Check with application rate A = 900 gpd = 750 @ 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3A - PRIVATE RESIDENCE (maximum occupancy = 8 persons) FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons One, .1 bedroom house x 2 persons = 2 persons Total: 8 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 8 persons = 600 gpd--� Peak flow x 150% = 900 annd Provide one septic system for the private homes and the existing dwelling. Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons 14C Use one 1250 gallon septic tank. ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) VT-= (900/5) -V15 = 697 square feet Cr 50% reduction to use infiltrator units = .5(697) = 349 square feet Use 3' wide equivalent trench width 349 sf/3' trench width = 116 linear feet of trenches ' 2 trenches @ 10 units long = 63 linear feet per trench Total area = 2 x 63 x 3 = 375 square feet `` 10 Check with application rate A = 900 gpd = 750 at 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3B - PRIVATE RESIDENCE* (maximum occupancy = 6 persons) *Calculations provided for setback purposes only, this system will not be built this year and is not included in the permit applications. FLOW QUANTITY: One, 3 bedroom houses x 2 personsibedroom = 6 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 6 persons = 450 gpd Peak flow x 150% = 675 and Provide one septic system for the private home. Septic Tank Size: 11 Peak flow = 675 gpd x 30/24 = 844 gallons Use one 1250 gallon septic tank. ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) VT -= (675/5) -VI5 = 523 square feet 50% reduction to use infiltrator units = .5(523) = 261 square feet Use 3' wide equivalent trench width 261 sf/3' trench width = 87 linear feet of trenches 2 trenches @ 7 units long = 44 linear feet per trench Total area = 2 x 44 x 3 = 263 square feet Check with application rate fir\ A = 675 gpd ZD6 a 50% reduction = 281 square feet 1.2 gpd/sf \, Total area = 281 square feet 281 sf/(2 trenches x 3' trench width) = 47 linear feet J 2 trenches @ 8 units long = 50 linear feet per trench Total area = 2 x 50 x 3 = 300 SOIL PROFILE Percolation test pits were dug at the site and performed in the separate areas of the maintenance building, the cabins, and the houses. Soil profiles for each of the three locations were obtained using a backhoe to dig to a depth of 8 to 9 feet. Percolator tests and soil profile information was provided by Koechlein Consulting Engineers. The percolator test report is attached. The entire site consists of about 8 to 18 inches of topsoil. In the area of the maintenance building, the.. topsoil is underlain by 3 feet of silty sand and gravel, and then_ , gravelly sand and silt to the explored depth of 8.5 .feet. At the location of the cabins, gravelly sand and silt with cobbles exists under the topsoil to the explored depth of 8.5'. The profile of the house area consists of topsoil underlain by gravelly silt and sand with cobbles to the explored depth of 8.5 feet. No free ground water or bedrock was found to a depth of 8.5 feet. HORIZONTAL SETBACKS The domestic water supply is provided by means of private wells within the area of each building site. SYSTEM # 1 MAINTENANCE BUILDING ABSORPTION TRENCH SETBACKS . (MAXIMUM SETBACK =100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (west) 225' 10' Nearest well (storage well) 215' 100' Occupied building (maintenance building) 100' 20' Nearest absorption trench (future guest cabins System #4) 280' 220' SYSTEM #2 GUEST CABIN TRENCH SETBACKS (MAXIMUM SETBACK = 100') • ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 305' 10' Nearest well (optional lodge well) 210' 100' Occupied Building (northernmost cabin) 20' 20' Proposed pond 105' 50' Wetlands boundary 70' 50' Nearest absorption trench (future restaurant facility System #5) 350' 200' SYSTEM #3A/3B PRIVATE RESIDENCES ABSORPTION TRENCH SETBACKS. (TOTAL FLOW = 900 + 675 = 1575 gpd MAXIMUM SETBACK = 100 + 8 (575/100) = 146') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 120' 10, Nearest well (Nova well #1) 150' 146' Occupied building (future home) 30' 20' Wetlands boundary (dry gulch) 90' 54' Nearest absorption trench (guest cabins System #2) 400' 246' The tables provided above show that no two absorption areas setbacks overlap one another so that each system can be considered an individual system, and that each system provides adequate setback to wells, lakes, rivers, dry gulches, etc. IF IF =\CND • O� M l�tNn NA NC, k INy M, 5 5 R4 T5< P) �!-F�ut4�YlON °J (040 Z1. 2.0,1e =1�atFr�.TS W Q E-4 W Q cii z 0 vH H E-r E-4 U Pr W W v] x I 6 I W x U z W 04 0 H E4 P. C4 O x U O G5 x Ei z 0 H E4 U W aW 6 U H In, I ~ SEPTIC SYSTEM #2 \ INVERTS --_---_. + t- Ej ro H c� m r� 0 H H O z H x z O _ C x rn C ro H H O z H z ril z C., .x rn 4�-� SY57Tzrn #33 C-fUnva,'E-> --C P i C9 6 r� cro t1i H 1-9 n H O z �c cn czz GENERAL NOTES 1. Contact Alpine Engineering, Inc. at least 48 hours prior to installing any septic system improvement. 2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's recommendations. 3. Compact to 95% standard proctor density, below distribution boxes, etc., or per soils engineer's recommendations. 4. Provide risers on septic tanks to finish grade. 5. Comply with all Eagle county and Colorado Department of Health regulations regrading septic system installation. 6. Provide inspection portals per Eagle County regulations. 7. Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks. 8. Field align sewer to avoid existing trees, buildings, and structures. 9. Provide 4' minim cover and 2% minimum slope from building to septic tank. 10. Provide cleanouts at bends. 11. Sewer line to be schedule 40 PVC. 12. Provide 6' minimum between trenchwalls. 13. Provide 5' minimum clear horizontal between trees and sewer pipes and septic tank. 14. Install infiltrator system per manufacturer's recommendations and Eagle County Health Department requirements. 15. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc., Glenn Palmer 926- 3373. The septic system is also to be inspected by Alpine Engineering, Inc. prior to backfill: contact Alpine Engineering, Inc. for this purpose as well. 16. The splitter tee must have equal invert out elevation(s) on all pipes leaving the tee. 17. We recommend that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. We recommend using a seed mix such as a Foothills, Pasture, or Prairie mix, available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 18. The owner must realize an onsite sewage disposal system is considerably different from public sewer services. The Owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterward. There are also daily considerations, such as not putting plastic or other nonbiodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per day if allowed to run. Excessive loading (such as running toilets) will flood and irrevocably harm the system, and stress the onsite well. 19. We also caution against installation of a water softener. The high levels of soil from the backwash of a water softener is detrimental to all onsite sewage disposal systems and a separate drywell should be constructed for the landscaping or plastic can be installed over the disposal field which will reduce evapotranspiration from the field. 20. Provide minimum 10' separation between water and sewer lines, or encase per Colorado Department of Health Regulations. 21. Provide two ties to sewer cleanouts, septic tank, and absorption trench comers, as required by Eagle County for as-builts. =;..77 COMPACTED 3/4' SCR W 1J ROCK _ is r: :'•T �: _. _ ::;�:: 4 i '�•' • t. -- --.tom - _ti ��ti -�•'. • - ..i .'.. T� :-�V ` 1 ��.r.�•r ! � . ♦ �V Z-0 7 U07ES: I. END PLUG -2— �liar rra'D 3. 4' PVC PIPE 4. (2) 22-1 /T ELBOWS S. B. ZYnLL do COMPAC r TO SPMF1CATTONS 6. BELL TYPE PLUG. WHERE REOU►RED 7. WYE Wiil-I 45 ELBOw (ALL BELL. FrMNCS) d. SEWER UNE. SEE PLAN FOR S7E SEVER CLEANOUT DETAIL NTS ' I zi el,�Z Its PROVIDE GRAVa DER/ AROUND WAMFOLD E TO °U, Pam, TO ABSORPTION ZRENCNES SPLITTER PIPE DETAIL J 4112n lom ^ 1; - __�?�=-GREASE INTERCEPTOR i I 1cm330 - 5C00 GALLON CAPCITIES r— i- DIM -A- CLEAR ACCESS CPENINGS — f GROUT BOTH SIDES i t PRECAST DIVIDER ; � PLAN VIEW �7,• \ .� ADJUST TO GRADE I A SLOT BOTH SIDES �jjj///'''''' 2a• RING d COVER OCKING. AIR d GAS TIGHT ARE AVAILABLE TYwcAL 2 aucEs 0Lj 0_—T INLET - - ` I —— OUTLET —-----=-- -----r--z------------- —rr-- T ; I 1 1 I a DIM I 1 DIME' 0 I ELBOW `�'�-, -T F• 1 1 ' DIM DIM C' DIM T,WATER DEPTH I I I I • I I I I t l u T ' 1 I p• 6 1'-0' I • .O a .. 1y q { •0 GROUT ALL AROUND 1 i SLOT BOTH SIDES 213 LENGTH ' 113 LENGTH SECTION VIEW AA GALLON CAPACITY 330 510 750 1000 1500 1600 2500 3000 3500 - 5000 MODEL No. H3-GI , •.•-GI -a1U-GI • •+I••GI •+Ia.G1 411T-GI al2s-G1 $127•01 6IS7-GI 4+17-G1 DIM -A- DIM -a' 6'4' i 4.4. t 6'•0' A.-0. - 11'•0' a•,0. ( 11'-0• 1 A'-0' 11'-0' A'-0• 1V-0' : a'-0' 12•-0' ! 6'-0' 12'•0' 1Y-0' 1 6'-0- 6'-0. ! 16'-0• 6-0' WATER DEPTH DIM •C' 2'-0' I 3••0• 3' 2' 3' 2• a' 7• 5' W A -6• 5'-6 DIM "D- 2..2. 3.-r X-4- 3'.A• 4 -9' S'-6• a-•6' S'.6• 6 ., 6. a. DIM a 3'0- - 4--0- 3'•0' 4•0' 6 -0' TV 6.0' 7.0' 7'•0' 1 TV DIM 'F 2.10' 3%10- 2.10' 3.10• 5'•10' - 6'•10' 5'•IO' 6%10' • 6.10' 6%10' WEIGHT 10.200 11.65o 19.375 22.5W NO 2'.300 33.62S 34.450 Q.700 63.622 _DESfGN CRITERIA: UNIFORM PLUMBING CCOE -APPENDIX H NUMBER OF MEALS WAS' ' ' ?W RETENTION STORAGE . CAPACCY PERPEAR HOU RS ' RAPE A TIME = FACTOR IN GALLONS 7 Colorado Division _NOTES: I. CONCRETE: 26 DAY COMPRESSIVE STRENGTH fe - 000 P11- 2. REBAR. ASTM A•61S GRADE 60 3 MESM: ASTM A• 165 GRADE 65 a. DESIGN. ACI.3+6-93 BUILDING CODE AS, M C-657 'MINIMUM STRUCTURAL DE SIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES- S. LOADS H.20 TRUCK v- 4E El wi 30% IMPACT PER AASHIO 6. FILL .r CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY d INSTALL ALL PIPING d SAMPLP4 TEES 6 GRAY WATER ONLY. BLACK WATER SHALL BE CARRIED BY SEPARATE 510E SEWER m COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Steve Pittel Nova Guides P.O. Box 2018 Vail, CO 81657 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1380-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had.your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1380-.94 File 5 .�1 +V•11 I..r<urr-nl.rli r�lhlttl INb LNC uI�yygyy (�p}.N .J: 32872@? P no ct sed To �.� ►'' .- �` 'O�r t� AutnmftlkIl& I':afrc� AL � Jf► W L x 11,03,,& CAt I ma - ACCESS TRAIL 21 lk L • � O -� �tZ i 1 r � • j � �. 1 N -�►�. `. 1452 PITTEL NOVA GUIDES JOBS Camp Hale HWY 24 CABINS 2371-161-00-008•; ,�,SYS 0 2 j JOB 'NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED age JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 /Q, NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1453 Please call for final inspection before covering any portion of installed system. OWNER: Steve Pittel Nova Guides 09­hY15 PHONE: 949-4163 MAILING ADDRESS: P.O. BOX 2018 City: Vail State: CO Zip: 81657 APPLICANT: Glen Palmer PHONE: 926-3733 SYSTEM LOCATION: Camp }:tale TAX PARCEL NUMBER: 2311-161-00-008 LICENSED INSTALLER: Jim Olson LICENSE NO: 36-94 DESIGN ENGINEER OF SYSTEM: Alpine Engineering, INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK see permit 1380 ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: COND17IONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION L OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) . 3 RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: ti OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # SEPTIC SYSTEM #3 A ' (Z ISDS Permit J_ LJ Building Permit # APPLICATION,FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION.TEST FEE $200.6 PROPERTY OWNER: Steve Pittel. Nova Git; r1P.q _ Tnr MAILING ADDRESS: P.O. Fox 2018 Vail, CO 81658 PHONE • 30 3/949-41 h-4 APPLICANT/CONTACT PERSON: Glenn_ Palmer PHONE: LICENSED • SYSTEMS CONTRACTOR: (Alpine Engineering, Inc.) ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAr LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description Tract 43, Sections 9 & 16, Township 7 South Range 80 West of the 6th P.M., Eagle.County, Colorado Parcel Number: 23771610000`8 Lot size: 80 acres Physical Address: Located at Camp Hale on .U.S. Highway 24 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms (X) Residential / Multi -Family* Number of Bedrooms ; ( ) Commercial / Industrial* Type TYPE OF WATER SUPPLY: Well(X) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: �� � DATE: 1pA 3- ZZ AMOUNT PAID: /RECEIPT1r I ?/ DATE: CHECK # Z CASHIER: ......... r7 1%_9JK-1'77"3 J n i loj 1-HUM+ ALP[NE ENOIVEERING INC COAMMCATION REcaav v .- V V 1L111L11 L LJUC I C L UIJWZII L I F. Al T It 3287207 P. Qi rlr ACTS PLO DATE Pmo.x CC).NSYJLTFD Y Y 3��bi 'F Cep owa* xp� ADD=$ TWMHONS PG8' 03E OF CO_'+cTA= Y_�"� �.,-,J08 NO. rt f�c �.rfn� L� capes$ TO - kyRlf l�bmoasaduim ❑ Trlephap� Goctt'freuce ( b[Mt%g des C3 Tra=WtWjff (3 The f dow}W was irism,wred 0 Tm=mittad Iffcrewith ��'1L9' �..Ij a�i �r � 1/ � ��/•. r y situ& $umms Claw- P.O $D: 07 - EOward3. CoWado $1632 { 3013W$-3373 • FAX 303 0 PROPOSED NOVA GUIDES RESORT U.S. 24 - FREEMONT PASS SEPTIC SYSTEM DESIGN VEHICLE MAINTENANCE FACILITY GUEST CABINS PRIVATE RESIDENCES JUNE 1994 Prepared for: Steve Pittel Nova Guides, Inc. P.O. Box 2018 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 JIN—OG-19134 09-46AM FROM KOECFLEIN CUN5ULlINb lu C—k Edwa - - I I st, Amn 2 'g l at $ D telJj . Mrourl, ,.C"n wm#o River 454•National 74* :,b&*Merecrrth Forst ..424 Woody Cr..k CLCSED IN raw F-3.1 Twin Lakes ems o—t IN Son Isabel AN, Ufto 74 td I=* wtw Vlclk NITYAMP JUN-06-1994 09:17 303 969 0204 P. 02 TO EAGLE 25 MI R.81 W. R.801iJ: R.79W. / TO V41L 9MI _ Do + Jinctia GI I i I 1-:'7t--Jam�� tcr ` 17 23 '24 li \ sil LA 21 112i50 22 33-'„� 4r �.t0 f21 29 24 Qj 00 AVER 4 EEK x7kool za / 2s 30 29 i - Min ( r I_.-� 1'' 1.;:`.! (. 3¢� t� 2a11x�n t+-- r -A - 1 a4 i 3s 79 31 �4 I 3f I 34 1 I 35 1 �.."as- I 37 31 ; 32. ' F / / 33 M/NTURN /,/ �,. . , J 1 ,� P.10 I J I •::: V00- 4. �'rC rytiM1 �•••,::.�::•.::},• + '-,. 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'\31/ 1 32 GOLD PAK CG I } :\1 f}l�// 4 36 31 ..' •j04 33r '' ' 34 \ 35 36 y //'31 Y % e� 3 GUICFI II3 —35h O. e _ RobtLake - - - s Lakes �r v gen^ c sc U II j;. asouri :: _ _ Af/,tiaou�i Io•:::;`••. i. `'� i I.:•:Y'' _ ,�00 -i 4t 1v76 3 ht•„-J `I r:`Ha"'IO� � qe Pk- J 3 2 ;c•; w+ ^ (( I I. (`�� t{C01 s J // t�1� a z o a i s 3` 1 ( :;?1.6�•,•. ,'S�• L'17•••• I ^Lost�a r� �1�G ire �� DCI �y ( GU1 / : — :G+: I -Lakes y t`Slide i 1(. /' ;; .• :::�: Tom _'-I---- - :Lake-- --fib —- Ss - �IJ ldy •! Ip�t�' I :•;;• ;'':: I i ,w�" k� eYeake—sL• akIe•;;t1�ivl�.:;!t� \7.�a II1_ VQG-�-_-/• -3��".•.11-,1��q/�I �`Foi( Nf 9 � �l/• F. 1r\1e130z72 rir j ser;gy le z Pk Homestake itReseruolr erre as 08�s 110)424EE N.•'19 Paradise iJ -_ P€R l17 is - is Yl�_ 1�CG 7116 5i13 19 W 1 L- - a I I per A. TI { x' i W _I►z ►•� . I-� Creek jL Gay — 1 Hil6 12867p pkckeye- — - -•;} !:.`•' _0:.1 —' — Ir�4 I :...7 I — — — I �. I 1t7f2 ( �_} Ig II •.. /G• (tea=�-2t:;ti� + f St F(e MIS n 19 zoan22,.1Hi1124 Yx2 23 24 19 z}19 4 keS 20 21 ; ckers o Sakes^I aid I Lake s cgGulch- A b �1n1e PorcuAiq I 2i 27 f. — 26 r 25 _ I 30 25 29_ 29 I • '•2� i ,S 27 �a;• sr 30 e wps� 1 ITHomestake ` ) // Lana i P�orcupine ( Gulch I i Lake- �Lo,ynaMt�f?r `-tcrI I Mt 12124••I ' 32Zion 129[oe : •KFVtj I/'l % 2 1 ;- 'St 34 228 t\ X 954No \tt S• C 9a) INTRODUCTION A maintenance building, 6 guest cabins, a restaurant/recreational facility, and 2 private homes are proposed to be constructed for the Nova Guides Resort in Eagle County. The buildings will be located on Highway 24 in the Camp Hale area. This year, construction will begin on the maintenance building, 3 guest cabins; and one of the private homes. Three septic. systems will be installed to serve the currently proposed facilities. In the future; when the restaurant facility, the other private home, and the 3 remaining cabins are constructed, 3 new and separate septic systems will be designed and installed to serve the restaurant, cabins and future home (see plan). The function of the proposed maintenance facility is to service vehicles used and rented out by Nova Guides. These vehicles include company trucks, 2 snowcats, and approximately 100 snowmobiles and four -wheelers. The facility is expected to service 2 vehicles per day. Upon servicing, the vehicles will be washed with a spray hose. Snowmelt from the vehicles will also be considered for discharge to the septic system (System 1). The building will also include one full bath for the use of four employees. The building will need floor drains and a grease/grit trap for pretreatment of snowmelt and vehicle washing. 115 _1�1 ,G A�"'(_' b The proposed cabins will be 2 bedroom guest houses expected to be occupied year round. Three of the 6 proposed cabins will be built this year and the septic system will be designed for the capacity of only the three currently proposed cabins (System 2). In the future, a new septic system will need to be installed for the 3 future cabins when they are built (System 4). Both private homes are to be 3 bedroom houses occupied year round. Only one of the two private homes will be constructed this year. A one bedroom dwelling currently exists in the general area of the proposed homes. This dwelling will be connected to the septic system installed this year for the home. The septic system will be designed for the capacity of just these two buildings (System 3A). When the second home is built, a new system will be installed (System 3B). It is our understanding that toilets are to be water conserving, low flush type. Water is to be obtained from 3 or 4 wells that both exist and are proposed. PREDICTED FLOW QUANTITY: System 1 = 450 gpd System 2 = 900 gpd System 3A = 900 gpd System 3B = 675 gpd System 4 = 900 gpd Total = 3 825 gpd SEPTIC SYSTEM #1 - MAINTENANCE BUILDING FLOW QUANTITY: Employee: Typical wastewater flow for service station employee = 25 gpd/employee* 25 gpd/employee x 4 employees = 100 gpd *Wastewater engineering design for unsewered areas by Rein Laak. Service Station: Estimated wastewater flow for vehicular service station = 100 gallons/vehicle serviced.* 100 gallons/vehicle serviced x 2 vechicles serviced/day = 200 gpd *To be conservative, we have estimated 100 gallons/vehicle to include wastewater flow from servicing and washing the vehicle and any snowmelt from the vehicle. Peak Flow: 100 gpd + 200 gpd = 300 gpd Peak flow x 150% = 450 gpd Provide one septic system for. the maintenance building. Septic Tank size: -r Peak Flow = 450 gpd x 30/24 = 563 gallons i Use one 1250 gallon septic tank. Grease Trap: Because of the large amount of grit expected to be generated from four - wheelers, a 500 gallon grease/grit chamber is recommended. ABSORPTION AREA: The average percolation rate was determined to be 15 minutes per inch Absorption area = (Q/5) VT = (45015) VI = 349 square feet 50% reduction to use infiltrator units = (5)(349) = 174 square feet Use 3' wide equivalent trench width 174 sf/3' trench width = 58 linear feet of trenches 2 trenches @ 5 units long = 31.25 linear feet per trench Total area = 2 x 31.25 x 3 = 188 square feet Check with application rate. A = 450 god = 375 @ 50% reduction = 188 square feet 1.2 gpd/sf SEPTIC SYSTEM #2 - THREE CABINS (maximum occupancy = 4 persons/cabin) FLOW OUANTITY: Typical wastewater flow for a resort cabin = 50 gpd/pers 50 gpd/person x 4 persons x 3 cabins = 600 gpd Peak flow x 150% = 900 gpd Provide one septic system for the 3 guest cabins. Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons Use one 1250 gallon septic tank. b4^ The average percolation rate was determined to be 30 minutes per inch Absorption area = (Q/5) VT = (900/5) V30 = 986 square feet 50% reduction to use infiltrator units = .5(986) = 493 square feet Use 3' wide equivalent trench width 493 sf/3' trench width = 164 linear feet of trenches 2 trenches @ 14 units long = 87.5 linear feet per trench Total area = 2 x 87.5 x 3 = 525 square feet Check with application rate A = 900 gpd = 750 @ 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3A - PRIVATE RESIDENCE (maximum occupancy = 8 persons) FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons One, 1 bedroom house x 2 persons = 2 persons Total: 8 persons' . Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 8 persons = 600 gpd--� Peak flow x 150% = 900 gpd Provide one septic system for the private homes and the existing dwelling. Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons (�`�` Use one 1250 gallon septic tank. v ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) -VT-= (900/5) -VI 5 = 697 square feet Cr) 50% reduction to use infiltrator units = .5(697) = 349 square feet Use 3' wide equivalent trench width .34.9 sf/3' trench width = 116 linear feet of trenches ' 2 trenches @ 10 units long = 63 linear feet per trench Total area = 2 x 63 x 3 = 375 square feet Yti10 Check with application rate CP A = 900 gpd = 750 at 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3B - PRIVATE RESIDENCE* (maximum occupancy = 6 persons) *Calculations provided for setback purposes only, this system will not be built this year and is not included in the permit applications. FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 6 persons = 450 gpd Peak flow x 150% = 675 annd Provide one septic system for the private home. Septic Tank Size: 11 Peak flow = 675 gpd x 30/24 = 844 gallons 10 Use one 1250 gallon septic tank. The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) -VT-= (675/5) -V15 = 523 square feet (�y� 50% reduction to use infiltrator units = .5(523) = 261 square feet Use 3' wide equivalent trench width 261 sf/3' trench width = 87 linear feet of trenches 2 trenches @ 7 units long = 44 linear feet per trench Total area = 2 x 44 x 3 = 263 square feet Check with application rate A = 675 gpd 563 at 50% reduction = 281 square feet 1.2 gpd/sf \, Total area = 281 square feet 281 sf/(2 trenches x 3' trench width) = 47 linear feet ` J 2 trenches @ 8 units long = 50 linear feet per trench Total area = 2 x 50 x 3 = 300 SOIL PROFILE Percolation test pits were dug at the site and performed in the separate areas of the maintenance building, the cabins, and the houses. Soil profiles for each of the three locations were obtained using a backhoe to dig to a depth of 8 to 9 feet. Percolator tests and soil profile information was provided by Koechlein Consulting Engineers. The percolator test report is attached. The entire site consists of about 8 to. 18 inches of topsoil. In the area of the maintenance building, the topsoil is underlain by 3 feet of silty sand and gravel, and then, gravelly sand and silt to the explored depth of 8.5 feet. At the location of the cabins, gravelly sand and silt with cobbles exists under the topsoil to the explored depth of 8.5'. The profile of the house area consists of topsoil underlain by gravelly silt and sand with cobbles to the explored depth of 8.5 feet. No free ground water or bedrock was found to a depth of 8.5 feet. HORIZONTAL SETBACKS The domestic water supply is provided by means of private wells within the area of each building site. SYSTEM # 1 MAINTENANCE BUILDING ABSORPTION TRENCH SETBACKS (MAXIMUM SETBACK =100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (west) 225' 10' Nearest well (storage well) 215' 100' Occupied building (maintenance building) 100' 20' Nearest absorption trench (future guest cabins System #4) 280' 220' SYSTEM #2 GUEST CABIN TRENCH SETBACKS (MAXIMUM SETBACK = 100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 305' 10' Nearest well (optional lodge well) 210' 100' Occupied Building (northernmost cabin) 20' 20' Proposed pond 105' 50' Wetlands boundary 70' 50' Nearest absorption trench (future restaurant facility System #5) 350' 200' SYSTEM #3A/3B PRIVATE RESIDENCES ABSORPTION TRENCH. SETBACKS (TOTAL- FLOW = 900 + 675 = 1575 gpd MAXIMUM SETBACK = 100 + 8 (575/100) = 146') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 120' 10, Nearest well (Nova well # 1) 150' 146' Occupied building (future home) 30' 20' Wetlands boundary (dry gulch) 90, 54' Nearest absorption trench (guest cabins System #2) 400' 246' The tables provided above show that no two absorption areas setbacks overlap one another so that each system can be considered an individual system, and that.each system provides adequate setback to wells,' lakes, rivers, dry gulches, etc. =1�a1Fr3�TS tNq= Vc,•oo M J�iNTC NA NC. C� ►.�Ci � 2OI. 1, IN -2, 0% 1�11U=�NyZ 5 5 TER ►7EZrc�L 1� . x: W sC b 6) 1 0 I SEPTIC SYSTEM #2 INVERTS -.Scale: I" 2.6 t,'IrAk our L.F. -6(-ti 5Q �Q r 1-5- A L\j A fr IF 5- 00- (-Y) Al :: 060,0 s a ro H c� t� H H O z H x O _ C x a td En C ro H H O z H rmj z x rn U3 En En rmJ tij ro (7 H H H H C] zEn H td L=i L QULpiNc, ), vo i v ; . o �sb L• F l►�' SGN6� 40 ' I Pv� 5Loz) - — /Z G.F. 4"rio 46 l0% N = �►� . 5� 15 3.D G G �•� .fir ��vpc�cN 12.5 - tJ -- SYSTEM �33 CM C2 GENERAL NOTES 1. Contact Alpine Engineering, Inc. at least 48 hours prior to installing any septic system improvement. 2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's recommendations. 3. Compact to 95% standard proctor density, below distribution boxes, etc., or per soils engineer's recommendations. 4. Provide risers on septic tanks to finish grade. 5. Comply with all Eagle county and Colorado Department of Health regulations regrading septic system installation. 6. Provide inspection portals per Eagle County regulations. 7. Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks. 8. Field align sewer to avoid existing trees, buildings, and structures. 9. Provide 4' minim cover and 2% minimum slope from building to septic tank. 10. Provide cleanouts at bends. 11. Sewer line to be schedule 40 PVC. 12. Provide 6' minimum between trenchwalls. 13. Provide 5' minimum clear horizontal between trees and sewer pipes and septic tank. 14. Install infiltrator system per manufacturer's recommendations and Eagle County Health Department requirements. 15. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc., Glenn Palmer 926- 3373. The septic system is also to be inspected by Alpine Engineering, Inc. prior to backfill: contact Alpine Engineering, Inc. for this purpose as well. 16. The splitter tee must have equal invert out elevation(s) on all pipes leaving the tee. 17. We recommend that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. We recommend using a seed mix such as a Foothills, Pasture, or Prairie mix, available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 18. The owner must realize an onsite sewage disposal system is considerably different from public sewer services. The Owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterward. There are also daily considerations, such as not putting plastic or other nonbiodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per day if allowed to run. Excessive loading (such as running toilets) will flood and irrevocably harm the system, and stress the onsite well. 19. We also caution against installation of a water softener. The high levels of soil from the backwash of a water softener is detrimental to all onsite sewage disposal systems and a separate drywell should be constructed for the landscaping or plastic can be installed over the disposal field which will reduce evapotranspiration from the field. 20. Provide minimum 10' separation between water and sewer lines, or encase per Colorado Department of Health Regulations. 21. Provide two ties to sewer cleanouts, septic tank, and absorption trench corners, as required by Eagle County for as-builts. 5!:940 --,\ 2 TT/ II u d Ir Ir 11 11 t V COUPACIc'D 3/4' SCRMNEJ ROCK =—\; y `'�. yr. ..3 - ``+� _ .�. � _ � •'r —.��"; .�•._ =�`- .� v.� r _�• - _ �i:s: �..,y t..� .a• � . . � �.-:• _ ' �. ti. � � :'� ` .. ram. � . 1 NOTES: I. END PLUG 3. 4' PVC PIPE 4. (2) 22-1 /Z EL SOYrS S. BACKFILL do COMPACT TO SPMF1CATIONS 6. BELL TYPE PLUG. WHERE REOUIREO 7. WYE WTrH 45' ELBOW (ALL SaL FITTINGS) S. SCRtR UNE. SEE MAN FOR SZE SEWER CLE4NOUT DETAIL NTS l .. ailtwo, FRCW SEPTIC TAW PROMDE GRAVEL DER/ �j ARCUND YAMFQLD E Loo- TO ABSORPTION TRENCHES SPLITTER PIPE DETAIL is .:ii1hMRI�MWMM.•AFt�Iif✓9+NfA+.r..ar+iissla�.wwnwa.ar+k.»+rti.wnw.tw�..w. ws.+•...•-ww..•..sw, _ Li Afivn ilKwil ­. _... GREASE INTERCEPTOR 330 - SCOO GALLON CAPCITIES DIM 'A' CLEAR ACCESS CPEMI-GS — f GROUT BOTH SIDES I � � 1 � _ 1 I PRECAST OIVIDER ; ` i PLAN VIEW SLOT BOTH SIDES ADJUST TO GRADE I l I I I 1 I A 24• RING L COVER LOCKING. AIR d GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES / 1 i Ej INLET OUTLET =----r--=------------- -- __ -rr- T E 6' I 1 i l a DIM DIME• 0 I ELBOW �r _T .F I I ' DIM 'C' T I 1 DIM Dow '0' WATER DEPTH 1 I I I + 11 0 1 1.•6. I -- T _i ; 1 � I B• 1:'0. I I GROUT ALL AROUND I ` SLOT ' I BOTH SIDES 2/3 LENGTH t 113 LENGTH SECTION VIEW AA GALLON CAPACITY 330 510 750 1000 1500 1BOO 25DO 3000 3500 5000 MOO EL No. 442-GI 4113-GI 4114•GI 411A-GI 411T•GI 6120•GI 16127-0I 4157•GI + Al s7-G1 DIM •A• 6'-0' i 6'•0' - 11'•0' I it'-0' - 11'-0' IV-0' 12'•0' + 12'•0' ; 1S'•0' 1 1B'-0` DIM ,a• A. 0' 1 A. 0• 4.0, 1 4'-0. A•-0, 4.-0. 6'-0' 6'.0' 6--0' 6--0' WATER DEPTH DIN. •C' 2' 0' i 3' 0' 3' 2' 3' 2• 4'•7' S' 6' A •6' 5'•6' S'•A' I 6'•2' DIM .D. 2.-2. 3.-r 3•.4' 3'.A• 4-.9• S•.B• A'.B• S•.B• • S . • 6 .' 6. A. DIM 'Q' 3'0' • A O 3'-0. 4'0• 6.01 T-0" 6.0. 7'.0. T-0. I 7-0' DIM•F' 2.10' 3'•10' 2.10' 3"•10' S'•IO' 6'•10' 5'•10' 6'•10' 6.10' 6'•10' WEIGHT 10.200 11.850 t9.375 22.500 26.100 21.300 33.C25 3A.450 A2700 ; 63.922 _DESIGN CRITERIA: UNIFORM PLUMBING CCOE • APPENDIX H NUMBER OF MEALS WAS - 7W RETENTION STORAGE CAPACITY PER PEAK HOURS A RAT E A TIME j FACTOR IN GALLONS Colorado Division _NOTES: /. CONCRETE: 26 DAY COMPRESSIVE STRENGTH fo - 4S00 Pr 2. REBAR. ASTM A•61S GRA01 60 3 MES`1: ASTM A. 185 GRADE 65 A. DESIGN. ACI.318.83 BUILDING CODE ASTM C•SS7 'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTIUTY STRUCTURES' S. LOADS N-20 TRUCK w • C EL wd 30%IMPACT PER AASMO S. FILL a CLEAN WATER PRIOR TO START-UP OF SYSTEM ?.CONTRACTOR TO SUPPLY &INSTALL ALL PIPING 8 SAMPLING TEES B GRAY WATER ONLY. BACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Steve Pittel Nova Guides P.O. Box 2018 Vail, CO 81657 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1380-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your.Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system.in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1380-94 File ■1 COMMUNITY DEVLOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO June 23, 1994 Jim Olson Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1380-94 tax Parcel # 2377-161-00-008 Property Located at: Camp Hale. Enclosed is your ISDS Permit No. 1380 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle -County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to.the property owner's attention. This permit -does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Shannon Garton or Laura Fawcett at 328-8755. - cc: files 1. . I z z uu I lu-lu ? QUUU40 fl-tJ (—%,UIIIIUUR I LyUeVe I OpMeH I,* %f q LD- 11 rmun "Lr I NC MINU M-r-rK I Nt I Ww— 4 u r r_vj f r u" fj V�b 'OF WrilandS Bo'u'nd&vv 0 W4 po woo 11-S J..." L RO Ab A 4r BUILDING 4) ENVELOIrE, Jill .01 �, 74-- . � 4-v TOTAL P. 04 453 PITTEL NOVA GUIBES _.,Camp Hale HWY 24 JOB NAMEHouse and Cabin 2371-162-00-008 SYS 3A JOB NO, . lOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED oertfo-ow, I 'ae Z2 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 �, NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER .It Printed in U.S.A 16 %a,- F,IV" lq'�; ff Ask- +r.. c. by _-.r. /�j`�'+Jw"'•,ri� ���•, �'Ile fti� I INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1454 Please call for final inspection before covering any portion of installed system. OWNER: Steve Pittel Nova Guides PHONE: 949-4163 MAILING ADDRESS: P.O. Box 2018 City: Vail State: CO Zip: 81657 APPLICANT: Glen Palmer PHONE: 926-3733 SYSTEM LOCATION: Camp Hale TAX PARCEL NUMBER: 2371-161-00-008 LICENSED INSTALLER: .Tim Olson LICENSE NO: 38-94 DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK see permit 1380 ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 9" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY --x_ YES —NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: see engineer design ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # SEPTIC SYSTEM #3 A f� Z ISDS Permit , Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328=8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.CG PROPERTY OWNER: Steve Pi MAILING ADDRESS: P.O. Box 2018 Vail, Co 81658 PHONE: •303/94416-3 APPLICANT/CONTACT PERSON: Glenn Palmer - PHONE: 0-3/926- '373 (Alpine Engineering, Inc.) LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAT LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: _Tract 43, Sections 9 & 16. Township 7 South Range 80 W est of the 6th P.M., Eagle. County, Colorado Parcel Number: 237716100008 Lot size: 80 acres Physical Address: Located at Camp Hale on U.S. Highway 24 BUILDING TYPE: (Check ( ) Residential / (x) Residential / ( ) Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number of Bedrooms Multi -Family* Number of Bedrooms Z Industrial* Type Well(X) Spring ( ) Surface Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: ,4 3- /� *****1rt*F**t1rtt/t*ie**tttycicF*7t�itt*******ic**tic�eirkir**irt****Fir**F****ttieF**ict�rx AMOUNT PAID: IJ� RECEIPTS 2, U DATE: �Q Icj CHECK # Z L CASHIER: b 0 COMMUNITY DEVLOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO June 23, 1994 Jim Olson Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1380-94 tax Parcel # 2377-161-00-008 Property Located at: Camp Hale. Enclosed is your ISDS Permit No. 1380 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle -County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other.Ehgle County requirements. If you have any questions, please feel free to contact Shannon Garton or Laura Fawcett at 328-8755. cc: files It ---•. �. - - ­ c.v WI vamuiuuiLjrucrraUNwcIIL?M ar Y n rt-rr+—►77? l�f �y rkUM ALPINE ENG?NEEprNO INC -ro 3287207 P.@i Vj'* 0AMWAo0i'll'oPAI eACmII!E 4V rr=07 WNW dt) OMG COA3DritMCATIO14 RECORD ACT h"gof• V -.4{ f0 Duos PVW03E OF CU-NTA= aG rryoo JOB No. .K mwu*= Q Tdq*=e Conr&e=e j-3 )[acing motes E3 T ammittaclff T e fidowiW was Ass, ad 0 Tmmcfttid Havoith ,4 t yrW641 AffAFf4LWWW. 1 W. r✓>' 1I NU molds bimilllSS Conw4 P.Q am ii -Edwards. CoWado $1632; 33W$-3373 • FAX 3030 & jy �c`` E o �. PROPOSED NOVA GUIDES RESORT U.S. 24 - FREEMONT PASS SEPTIC SYSTEM DESIGN VEHICLE MAINTENANCE FACILITY GUEST CABINS PRIVATE RESIDENCES l " I Prepared for: Steve Pittel Nova Guides, Inc. P.O. Box 2018 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 JL R-06-1994 kV: 46RM FRUM KUECHLE 1 N CLIYSUL 11 NU I U l il9 J�cb �J�Ic7 Y. b t cr+ f � e rLr[m gE u �_J -� rccor — -- -�-- Sums Stave eridSe E h white Silver A .�Natronar _.•.t Forest , worccn.- R . EAGLE R r•.. s +a f EdwraAvon ds Z_ , D 5 i MiMuifl WhiteRwer 454 rs fe.rn.wr.n.rr) Y + +�!(rMeredrdr Forest --(( AwilA• —- T„ i5 s 1 .424 Woody Creek ASPEN C-tLNtLCS£DIANde ce Pa ZlnGrpttn.�Cr1Ce PafS^'9_ taq : i2.pB5 ]� .,44D ,*,ry i e� ] x n res.+ l f' .xLr G • •s.�4c,..s.' ms. T-in Lakes sabot s lfa 3;. id sum ! Me : e�me•r—•oa0 s i Dacon. I� Ail fq'-SC•LE...... . ---. VICINITY A"P - JUN-0E-1994 09:17 303 989 0204 P.02 TO EAGLE 25 MY R. R.81 W Dowas Junction 70 17 23 j 2A. 3 VER C EEK 77!/�% 2e Te. 't 32. 33 R.80V V41L 9 M1, R.79W. 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" 29 se n i 28 �'�'solatiOn;•: 27 j 26 I 25 1• 30 In@ 29 2i//� 26 \ I 25 _ I 30 I I 1 .5 -� Rome sake �((1'iii� i t PAorcupine Gulch I 4\�c • 1. �o., `I —�— —I— t . -. :1 _ - Lake_ Galena Mt f.. /N/ Mt Zion .1_ •_='� LORCSOAK z- I 12912 \ Aii776 I T@n,`\. -:.1 I } 33 .. I a4.- 1 121e 4+' •I- 31 3z -n .'�C T34__, INTRODUCTION A maintenance building, 6 guest cabins, a restaurant/recreational facility, and 2 private homes are proposed to be constructed for the Nova Guides Resort in Eagle County. The buildings will be located on Highway 24 in the Camp Hale area. This year, construction will begin on the maintenance building,. 3 guest cabins, and one of the private homes. Three septic systems will be installed to serve the currently proposed facilities. In the future, when the restaurant facility, the other private home,. and- the. 3 remaining cabins are constructed, 3 new and separate septic systems will be designed and installed to serve the restaurant, cabins and future home (see plan). The function of the proposed maintenance facility is to service vehicles used and rented out by Nova Guides. These vehicles include company trucks, 2 snowcats, and approximately 100 snowmobiles and four -wheelers. The facility is expected to service 2 vehicles per day. Upon servicing, the vehicles will be washed with a spray hose. Snowmelt from the vehicles will also be considered for discharge to the septic system (System 1). The building will also include one full bath for the use of four employees. The building will need floor drains and a grease/grit trap for pretreatment of snowmelt and vehicle washing. The proposed cabins will be 2 bedroom guest houses expected to be occupied year round. Three of the 6 proposed cabins will be built this year and the septic system will be designed for the capacity of only the three currently proposed cabins (System 2). In the future, a new septic system will need to be installed for the 3 future cabins when they are built (System 4). Both private homes are to be 3 bedroom houses occupied year round. Only one of the two private homes will be constructed this year. A one bedroom dwelling currently exists in the general area of the proposed homes. This dwelling will be connected to the septic system installed this year for the home. The septic system will be designed for the capacity of just these two buildings (System 3A). When the second home is built, a new system will be installed (System 3B). It is our understanding that. toilets are to be water conserving, low flush type. Water is to be obtained from 3 or 4 wells that both exist and are proposed. PREDICTED FLOW QUANTITY: System 1 = 450 gpd System 2 = 900 gpd System 3A = 900 gpd System 3B = 675 gpd System 4 = 900 gpd Total . = 3825 gpd SEPTIC SYSTEM #1 - MAINTENANCE BUILDING FLOW QUANTITY: Employee: Typical wastewater flow for service station employee = 25 gpd/employee* 25 gpd/employee x 4 employees = 100 gpd *Wastewater engineering design for unsewered areas by Rein Laak. Service Station: Estimated wastewater flow for vehicular service station = 100 gallons/vehicle serviced.* 100 gallons/vehicle serviced x 2 vechicles serviced/day = 200 gpd *To be conservative, we have estimated 100 gallons/vehicle to include wastewater flow from servicing and washing the vehicle and any snowmelt from the vehicle. Peak Flow: 100 gpd + 200 gpd = 300 gpd Peak flow x 150% = 450 gpd Provide one septic system for the maintenance building. Septic Tank size: r, \ Peak Flow = 450 gpd x 30/24 = 563 gallons Use one 1250 gallon septic tank. Grease Trap: Because of the large amount of grit expected to be generated from four - wheelers, a 500 gallon grease/grit chamber is recommended. ABSORPTION AREA: The average percolation rate was determined to be 15 minutes per inch Absorption area = (Q/5) -VT = (450/5) VI = 349 square feet. 50% reduction to use infiltrator units = (5)(349) = 174 square feet Use 3' wide equivalent trench width 174 sf/3' trench width = 58 linear feet of trenches 2 trenches @ 5 units long = 31.25 linear feet per trench Total area = 2 x 31.25 x 3 = 188 square feet Check with application rate. A = 450 gpd = 375 @ 50% reduction = 188 square feet 1.2 gpd/sf SEPTIC SYSTEM #2 - THREE CABINS (maximum occupancy = 4 persons/cabin) FLOW QUANTITY: Typical wastewater flow for a resort cabin = 50 gpd/person 50 gpd/person x 4 persons x 3 cabins = 600 gpd , Peak flow x 150% = 900 and Provide one septic system for the 3 guest cabins. i Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons Use one 1250 gallon septic tank: �^ ABSORPTION AREA: The average percolation rate was determined to be 30 minutes per inch Absorption area = (Q/5) -VT = (900/5) V30 = 986 square feet 50% reduction to use infiltrator units = .5(986) = 493 square feet Use 3' wide equivalent trench width 493 sf/3' trench width = 164 linear feet of trenches 2 trenches @ 14 units long = 87.5 linear feet per trench Total area = 2 x 87.5 x 3 = 525 square feet �Uti Check with application rate A = 900 gpd = 750 @ 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3A - PRIVATE RESIDENCE (maximum occupancy = 8 persons) FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons One, 1 bedroom house x 2 persons = 2 persons Total: 8 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 8 persons = 600 gpd Peak flow x 150% = 900 and Provide one septic system for the private homes and the existing dwelling. Septic Tank Size: Peak flow = 900 gpd x 30/24 = 1125 gallons Use one 1250 gallon septic tank. ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) -VT = (900/5) VI 5 = 697 square feet 50% reduction to use infiltrator units = .5(697) = 349 square feet Use 3' wide equivalent trench width 34.9 sf/3' trench width = 116 linear feet of trenches 2 trenches @ 10 units long = 63 linear feet per trench Total area = 2 x 63 x 3 = 375 square feet Check with application rate A = 900 gpd = 750 at 50% reduction = 375 square feet 1.2 gpd/sf SEPTIC SYSTEM #3B - PRIVATE RESIDENCE* (maximum occupancy = 6 persons) *Calculations provided for setback purposes only, this system will not be built this year and is not included in the permit applications. FLOW QUANTITY: One, 3 bedroom houses x 2 persons/bedroom = 6 persons Typical wastewater flow for private home = 75 gpd/person 75 gpd/person x 6 persons = 450 gpd Peak flow x 150% = 675 gpd Provide one septic system for the private home. Septic Tank Size: 11 Peak flow = 675 gpd x 30/24 = 844 gallons Use one 1250 gallon septic tank. V ABSORPTION AREA: The average percolation rate was determined to 15 minutes per inch Absorption area = (Q/5) -VT -= (675/5) -V15 = 523 square feet 50% reduction to use infiltrator units = .5(523) = 261 square feet Use 3' wide equivalent trench width 261 sf/3' trench width = 87 linear feet of trenches 2 trenches @ 7 units long = 44 linear feet per trench Total area = 2 x 44 x 3 = 263 square feet Check with application rate A = 675 gpd ZL63 a 50% reduction = 281 square feet 1.2 gpd/sf \, Total area = 281 square feet 281 sf/(2 trenches x 3' trench width) = 47 linear feet t J 2 trenches @ 8 units long = 50 linear feet per trench Total area = 2 x 50 x 3 = 300 SOIL PROFILE Percolation test pits were dug at the site and performed in the separate areas of the maintenance building, the cabins, and the houses. Soil profiles for each of the three locations were obtained using a backhoe to dig to a depth of 8 to 9 feet. Percolator tests and soil profile information was provided by Koechlein Consulting Engineers. The percolator test reportis attached. The entire site consists of about 8 to 18 inches of topsoil. In the area of the maintenance building, the -topsoil is underlain by 3 feet of silty sand and gravel, and then, gravelly sand and silt to the explored depth of 8.5 .feet. At the location of the cabins, gravelly sand and silt with cobbles exists under the topsoil to the explored depth of 8.5'. The profile of the house area consists of topsoil underlain by gravelly silt and sand with cobbles to the explored depth of 8.5 feet. No free ground water or bedrock was found to a depth of 8.5 feet. HORIZONTAL SETBACKS The domestic water supply is provided by means of private wells within the area of each building site. SYSTEM # 1 • MAINTENANCE BUILDING ABSORPTION TRENCH SETBACKS (MAXIMUM SETBACK =100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (west) 225' 10' Nearest well (storage well) 215' 100' . Occupied building (maintenance building) 100' 20' Nearest absorption trench (future guest cabins System #4) 280' 220' SYSTEM #2 GUEST CABIN TRENCH SETBACKS (MAXIMUM SETBACK = 100') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 305' 10' Nearest well (optional lodge well) 210' 100' Occupied Building (northernmost cabin) 20' 20' Proposed pond 105' 50' Wetlands boundary 70' 50' Nearest absorption trench (future restaurant facility System #5) 350' 200' SYSTEM #3A/3B PRIVATE RESIDENCES ABSORPTION TRENCH SETBACKS. (TOTAL FLOW = 900 + 675 = 1575 gpd MAXIMUM SETBACK = 100 + 8 (575/100) = 146') ACTUAL DISTANCE REQUIRED DISTANCE Nearest property line (east) 120' 10, Nearest well (Nova well #1) 150' 146' Occupied building (future home) 30' 20' Wetlands boundary (dry gulch) 90, 54' Nearest absorption trench (guest cabins System #2) 400' 246' The tables provided above show that no two absorption areas setbacks overlap one another so that each system can be considered an individual- system, and that each system provides adequate setback to wells, lakes, rivers, dry gulches, etc. '7C �lr-YLfL : t "s2,0 INU P ��i S o��V's H cn >4z O U H H H H U a W W cn U3 @ Z•D�l Ego k SEPTIC SYSTEM #2 l \ INVERTS i.Scale: Y" = 20` I k PIPS �E'�'f�iG. En cn rri r� ro H H H 0 z cn mEn 1 H bd L=! N vo "/ azow aJT I NV� °.�to•Uo .F 4"r10 40 v; o I -------------- •�!� L• f �F�' SGN6� 40 N" Pv -L MEN al ffil"Ale -*3N Cf#3 6ckm'; l"=w' tC�3•0 kv- rTtzdPchoN cn Enb trJ H A H H A H O V) z ►4 co A H ca � W '.4 GENERAL NOTES 1. Contact Alpine Engineering, Inc. at least 48 hours prior to installing any septic system improvement. 2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's recommendations. 3. Compact to 95% standard proctor density, below distribution boxes, etc., or per soils engineer's recommendations. 4. Provide risers on septic tanks to finish grade. 5: Comply with all Eagle county and Colorado Department of Health regulations regrading septic system installation. 6. Provide inspection portals per Eagle County regulations. 7. Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks. 8. Field align sewer to avoid existing trees, buildings, and structures. 9. Provide 4' minim cover and 2% minimum slope from building to septic tank. 10. Provide cleanouts at bends. 11. Sewer line to be schedule 40 PVC. 12. Provide 6' minimum between trenchwalls. 13. Provide 5' minimum clear horizontal between trees and sewer pipes and septic tank. 14. Install infiltrator system per manufacturer's recommendations and Eagle County Health Department requirements. 15. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc., Glenn Palmer 926- 3373. The septic system is also to be inspected by Alpine Engineering, Inc. prior to backfill: contact Alpine Engineering, Inc. for this purpose as well. 16. The splitter tee must have equal invert out elevation(s) on all pipes leaving the tee. 17. We recommend that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. We recommend using a seed mix such as a Foothills, Pasture, or Prairie mix, available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 18. The owner must realize an onsite sewage disposal system is considerably different from public sewer services. The Owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterward. There are also daily considerations, such as not putting plastic or other nonbiodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per -day if allowed to run. Excessive loading (such as running toilets) will flood and irrevocably harm the system, and stress the onsite well. 19. We also caution against installation of a water softener. The high levels of soil from the backwash of a water softener is detrimental to all onsite sewage disposal systems and a separate drywell should be constructed for the landscaping or plastic can be installed over the disposal field which will reduce evapotranspiration from the field. 20. Provide minimum 10' separation between water and sewer lines, or encase per Colorado Department of Health Regulations. 21. Provide two ties to sewer cleanouts, septic tank, and absorption trench corners, as required by Eagle County for as-builts. II 11 11 � 11 it 11 1 COUPA= 3/4' SCRMNED ROCK ~~ !1 . �• ___ `;ram- -\'•.' 'L• �'••`':�., �� :�_:..t' _•; " NOTES: I. END PLUG --2. s' Nor rra,p 3. 4' PVC PIPE 4. (2) 22— 7 /Z E1BOWS 5. SACKFILL do COMPACT TD SPECIFICATIONS 6. BELL TYPE PLUC. WHURE REQUIRED 7. WYE WITH 45- ELBOW (ALL BELL FrMNCS) 8. SEWER UH—r SEE PLAN FOR SZ.E SEWER CLEANOUT DETAIL NTS FRCW SEP71C TAW r w.wIFa-D PIPE ant TEES To ABSCRPMCN rnEvahIM 7HS PIPE PROMDE GRAVEL DER/ �j AROUND WAMFQLD E TO Pmim L.EM:L, Pry. TO AssoRPnav 'MacHes SPLITTER PIPE DETAIL r-1 Adak GREASE INTERCEPTOR 330 - 5C00 GALLON CAPCITIES DIM 'A' CLEAR ACCESS OPENINGS GROUT BOTH SIDES — f , i i PRECAST DIVIDER ; cI nr r LAIy Via" ADJUSTTOGRADE I .0- •o- A BOTH SIDES 24. RING d COVER LOCKING. AIR d GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES INLET , — p - -- I -��- OUTLET -_---------- -- -r r- --r--' 1 ° DIM DIM 0 I ELBOW DIM'C' I I DIM•C• DIM IrWATER DEPTH I I t I 0 T L • I9. GROUT ALL AROUND I i ` sloT . BOTH SIDES 2 1 ' 213LENGTH ' 1/3LENGTH SECTION VIEW AA_ GALLON CAPACITY 3.70 510 750 1000 1500 1500 25DO 3000 3500 5000 MOD EL No. ,•]•GI ,•,•CI - 4112-GI 4114•GI 4116•GI 4117.GI 6120•GI 1 •127•GI •IS7•GI + 6167.01 DIM •A• 6'-0• j 6'•0• - 11'•0• I 11'-0• 1r-0• it'-0• 12••0• ! 12'•0• 1S'•0• ! ie'-0• DIM'B• 4'-0' 1 a' 0' 4•.0' I 4,0' a'.0• 4'.0• 6•-0• 6.0 6%0' 6%0' WATER OErTH DIM 'C' 2' 0' I ]••0' ]' 2' ]' 2' 4'•7' S' 6' 4 •6• 5'•6' S'•a' DIM .0- 2. 2. X. r 3•.4• ]-A• 4 -9• 5'•6 a 9 S. e. DIM E• 0' 4'•0' T0• 4'0• 6-0' 7'-0• 6.0• 7'-0' 7%0' 7'.0' DIM•F. 2.10• 1-101 2•10' 3'-10• 5'-10• 6-•10' 5'•10' 6'•10' 6.10• 6'•10• WEIGHT 10.200 11.850 19.575 22.SC0 26.100 27.300 ]].C25 34,450 12.700 63.e22 _DESIGN CRITERIA: UNIFORM PLUMBING CODE -APPE NOIX H NUMBER OF MEALS WAS"' '71Y RETENTION STORAGE • CAPACITY PEA PEAK *OURS A AA: E ' TIME j FACTOR IN GALLONS Colorado Division _NOTES: I. CONCRETE: 26 DAY COMPRESSIVE STRENGTH fE. 4SW p•1 2. REBAR. ASTM A.61S GRADE 60 J ME S•1: AS T M A-135 GRADE 65 4. DESIGN. ACI.71e-67 BUILDING CODE AS T M C•657 'MINIMUM'STRUCTURAL DESIGN LOADING FOR UNDEAGP0UND PRECAST CONCRETE UTILITY STRUCTURES* S. LOADS: N-20 TRUCK w' E El w 30% IMPACT PER AASHTO 6. FILL w CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY 6 INSTALL ALL PIPING A SAMPLING TEES 6 GRAY NATEA ONLY. i:ACK WATER SMALL SE CARRIED Br SEPARATE SIDE SEWER z COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Steve Pittel Nova Guides P.O. Box 2018 Vail, CO 81657 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1380-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before -your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had.your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1380-94 File _ '•�' `! ��� Yi • CTa'i ::,:'. � t ~i'9ot� •.:Tp+•;_.y� j`�'�l.6: � � 1F 1K: ,!7��i',�i�+�`= `/''�� kk ' S tr .` _ Sri-�•`i.�.., :.t .,�= � ..�.�''� e' '�'• ,�,fir .��� ,.';S, .,."•�,. ,.:�"' _ �-�`` �� � 4P Assuvvkod WallandS Bou4nda1v S .7 po �' may_ f' rti• '� J iar101i Ro Ab to l \ . r 1 BUILDING ENVELOVE• T r ' ors IWe I ObA �v h w•r �f '•tNVELOPt ygUtltHNi`�, 1 TOTR- P.04 1454 PITTEL NOVA GUIDES ,JOB NAME Camp Hale ,HWY 24 Private Res.id 2371-161-00-008 SYS 3B JOB NO, JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 1745% W/3 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A.