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Home My WebLink About15435 Hwy 6 - 210906200033Work Classification:New CO AddressOwner Information Permit Status:Active Project Address 210906200033 Permit Type:OWTS Permit Permit NO.OWTS-7-18-19475 Expires:N/AIssue Date:Not Issued Parcel No. 15435 HWY 6 Suite: A Private Wastewater System Environmental Health Department P.O.Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone:(970)343-2348 Cell:(970)343-2348 Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)390-0307LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number BEAUMONT EXCAVATING (970)390-9393 Yes24-18 KELLY LIKEN & RICK COLOMITZ Permitted Construction /Details: Install the OWTS exactly as depicted on the LKP Engineering, Inc.design stamped and signed by Luiza Petrovska, PE on July 23,2018.The OWTS is designed to treat residential strength wastewater generated from a two bedroom home. the OWTS consists of a Valley Precast 1,000 gallon, two-compartment septic tank (Item #1000T-2CP)and 500 square feet of soil treatment area (prior to adjusting 30%for the use of chambers)by installing 30 Infiltrator Quick 4 Plus Standard chambers arranged in three shallow, serially-connected trenches as shown on the design drawing. NOTE:Prior to construction, the design engineer must observe and evaluate an 8' deep profile pit excavated adjacent to and down-gradient from the soil treatment area to verify soil type and adequate vertical separation to evidence of high ground water.The owner is responsible to obtain written permission from Holy Cross Energy for the use of their easement for OWTS components. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections.All inspections necessary to certify proper installation must be performed by the design engineer.System certification, along with a record drawing and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the residence. Issued by:Environmental Health Department, Eagle County, CO August 20, 2018 Date Customer Copy Ray Merry CONDITIONS: 1.THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED 3.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 4.CHAPTER IV, SECTION 4.03.29REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 (970) 328-8755 500 Broadway FAX: (970) 328-8788 Eagle, CO 81631 TOLL FREE: 800-225-6136 C40 environment@eaglecounty.us www.eaglecounty.us EAGLE COUNTY *************************************************************************** APPLICATION FOR ON -SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE $400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: Kelly Liken & Rick Colomitz Phone: 9703432348 Owner Mailing Address: PO Box 2183 Eagle CO 81631 email: Kelly@kellyliken.com Professional Engineer: LKP Engineering Phone: 9703900307 Applicant / Contact Person: Cody O'Kelly Phone: 9704709139 Licensed Systems Contractor Name / Company: TBD BEAUMONT EXCAVATING 178 ALPINE RANCH ROAD Contractor Mailing Address: GYPSUM, CO 81637 Contractor License #: 24 18 Contractor Phone Number: 970-390-9393 email: BEXINC@GMAIL.COM OWTS Permit Application is for: M New Installation ❑ Alteration Q Repair Tax Parcel Number: 2109=062-00-033 Assessor's Link: www.eaglecounty.us/patie/ Physical Address: 015435 Hwy 6 #A Eagle CO 81631 Legal Description: Building Type: Lot Size: 1.533 acres King & Fleming Tracts EXEMPTN Lot A King Tract F Residential / Single Family n Residential / Multi Family Commercial / Industrial Number of Bedrooms: 2 Number of Bedrooms: Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer. Type of Water Supply: M Private Well ❑ Spring ❑ Surface ❑ Public If Public, Name of Supplier: Digitally signed by Cody O'Kelly Applicant Signature: DM S, E=codyokelly@gmail.com, O=O'Kelly —ColdDate: 2018.07.11 16:10:50-06'00' Office Use Only: OWTS PERMIT # BUILDING PERMIT # Amount Paid: Receipt #: Check #: Date: October 12th, 2018 Mr. Rick Colomitz & Ms. Kelly Liken Po Box 2183 Eagle, CO. 81631 RE: Final approval of the: Septic System Installation, OWTS-7-18-19475 Property location: 15435 Hwy 6, Suite A, Eagle County area. Mr. Colomitz & Ms. Liken: This letter is to inform you that the above-referenced, OWTS-7-18-19475 permit, has been inspected and finalized. This OWTS permit was approved and sized to serve the 2 bedrooms home. On another matter, it is noted that there is a RV discharge sewer line that was added to the project which was not shown on the approved drawing. Inasmuch as it is not prohibited to have this, it is very important for the owner to understand that the chemicals used in RV toilets to control odor (usually formaldehyde), coupled with the strength of RV waste (higher biological oxygen demand), it may compromise the proper functionality of the OWTS over time. Therefore, the owner should be advised to limit the use of these chemicals in their RV and to use RV dumping stations whenever possible. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system . Landscape features, trees with tap roots, irrigation systems and parking areas above the soil treatment area can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Fiscal Tech IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager LKP Engineering, Inc. CIV ILIGEOTECHNICAL October 11, 2018 Cody O'Kelly OCG P.O. Box 5686 Eagle, CO 81631 E-mail: codyokelly( gmail.com Dear Cody: RE: Inspection of Septic System Installation Liken- Colomitz, 2-Bedroom Residence Lot A, King and Fleming Tract Exemption 15435 US Highway 6 Eagle County, CO Project No. 18-3255— OWTS-7-18-19475 At the request of Jeff Beaumont, Beaumont Excavating, on October 8, 2018, we visited the Liken- Colomitz, property, Lot A, King and Fleming Tract Exemption, 15435 US Highway 6, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system. The system was installed in overall compliance with the septic system design, Drawing No. 18- 32550WTS.dwg, dated July 23, 2018. At the time of the inspection we observed the following: They installed a 1000-gallons, two compartments, precast, concrete, septic tank by Valley Precast. A cleanout was constructed on the 4-inch diameter SDR35 sewer line, on the east side of the main residence, at about 2.5 feet east and about 11 feet north from the southeast building corner, as shown on the as -built sketch. The inlet and outlet of the tank had the T's installed. The tank access ports had 36-inch corrugated, plastic risers with green, plastic covers. The covers were secured with nuts, bolts and screws. In the outlet tee, an effluent filter was installed. We recommended that the handle of the effluent filter is extended to within a foot of the riser cover for ease of maintenance Thirty (30), Q-4 Plus, Standard Infiltrator Chambers were installed in three trenches, with ten infiltrators in the first, eleven in the second and nine in the last trench. There was a minimum of 6 feet separation between the trenches. They were connected with serial distribution. All inspection ports were installed (in the end caps of the first and last chamber of each row of infiltrators). The effluent line from the septic tank to the leachfield was about 35 feet long. An additional building sewer line was constructed for the discharge from the RV. This line was about 51 feet long, 4-inch diameter, SDR35 pvc pipe. It had a cleanout just before the connection to the main building sewer line and another one near the end of the line. A new well was observed on the west side of the property. The distance from the soil treatment area to the new well was about 130 feet. There is no other warranty either expressed or implied. .......... If you have any questions, please do not hesitate to call. R EG�n"��,, D., ..� •' � . isl f'�fi Sincerely, LKP Engineering, Inc. ■ -"' 29 526 Luiza Petrovska, PE ''n, �?'S�O N Al cc: Eagle County Environmental Health Department E-mail: Giovanna Harkay giovanna.harkay(a�ea leg county.us, environment(&ea leg county.us J:\-WP X4-LKP\_2018\18-32550SIQ4PLUS.DOCX P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 PROJECT DESCRIPTION: PROJECT NO.: LOT A, KING & FLEMING TRACT EXEMPTION 18-3255 Engineering, Inc• AS -BUILT 15435 US HIGHWAY 6 PERMIT NO CIVIL/GEOTECHNICAL. SKETCH OWTS-7-18-19475 EAGLE COUNTY, COLORADO DATE: October 10, 2018 LIKEN-COLOMITZ RESIDENCE TIN PUMP HOUSE \� S 7322.10. f W`R 1 V f �DGE OF WATER V \4 FIN 2' BRASS CAP ON I' IRGN PIPE STAMPED NW CDR SHAEFFER TR NE CGR KING TRACT W.C. LKP APPROXIMATE LOCATION FENCE POST OF NEW WELL (NOT SURVEYED YET) LOT A / \ EAGLE COUNTY GIS FEMA 100 YEAR FLOODPLAIN THERE EXISTS A 20' HOLY \\\r/ PLUS, STANDARD AN69. OE ISTINGTHIS AREAOVERHEADSELECTRIC LINE LY �eFOLLOWEDOUT INFILTRATOR CHAMBERS (NO EVIDENCE OF LINE, BUT EASEMENT 30' \ STILL EXISTS) ��ll�� rWOOD F O \ O PROFILE FFLDE HOLE NUMBER OF 1 1 NSPECTION PORTS INFILTRATOR INSTALLED IN THE FIRST AND ER TRENC 10 LAST INFILTRATOR CHAMBER '0 OF EACH TRENCH (TYPICAL) ERIAL DISTRIBUTION, 4-INCH W DIAMETER, SDR35 PVC aR�Ap J ND CAP (TYPICAL) >p :c 4 +/_ Z 4 LOT 1 NELSON EXEMPTION 2-BEDROOM a / l RESIDENCE UNDER ABO T 35 FEET OF A 4-INCH / CONSTRUCTION DIAMETER SDR35 PVC CLEANOUT 26' / EFFLUENT LINE t 1000-GALLO S, TWO -COMPARTMENTS, CONCRETE / SEPTIC TANK BY VALLEY PRECAST WITH 3-FT 29.3 FEET OF A 4" CORRUGATED PLASTIC RISERS, GREEN, PLASTIC / DIAMETER SDR35 PVC COVERS SECURED WITH NUTS AND BOLTS AND AN BUILDING SEWER LINE EFFLUENT FILTER IN THE OUTLET TEE. ABOUT 51 FEET, 4" 0, � SDR35 PVC FOR RV •; ;.,� DISCHARGE DUMP LEANOUT EDGE O*F DGE EXISTING _ . f OF GRAVEL BERM RPAD ss \N 8739'49• la: \ ( ) 41.17 • _ a �',N_.., .�.� S 37 54.47E 38. 0' (LEGAL) 81,. .. • ? .7?.' OVERHEAD POWERLINE WOOD ��v. FENCELINE \` a: P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.lkpengineering.com DATE OBSERVED: October s, 2018 Profile Hole — requested by OWTS Permit ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATERIAL LABORATORY REMARKS FEET B P AND SAMPLE LOCA TION TEST RESULTS O L L E TOP-#. Light, grayish —brown, clayey, sandy silt 5 Light, grayish to reddish —brown, sandy gravel with cobbles and boulders Bottom of Profile hole at 8 feet No Ground Water Encountered 10 15 20 LEGEND: ❑ — 2—inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (9) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit Pl — Plasticity Index GW — Ground water LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG PROEEECT NO.: 18-3255 nouRE NO.e Add'l profile hole ! G 15435 U.S. Hwy 6, near Eagle, Eagle County, Colorado G Eagle County, Colorado G There were no structures on Lot A. G The existing well is located near the southeast corner of the property, north of the berm. G There are no existing septic systems on Lot A. G The topography of the property within the proposed soil treatment area is moderate. To the north of the property is Eagle River. The proposed leachfield will be located over 220 feet south from the river, as shown on the onsite wastewater treatment system design plan and near the southeast corner of the lot. G actile testing was done on soil samples from both profile holes. Profile Hole #1) had an LTAR of 0.5 gpd/sf and Profile Hole #2 had LTAR of 0.6 gpd/sf. The soils encountered in the profile holes were as follows: 0 to 8' Man-made fill consisting of sandy loam, sandy, clayey with angular cobbles and boulders, topsoil, toots and trash Ground water or bedrock were not encountered 0 to 3” Topsoil 3” to 12” Reddish brown, blocky, silty Clay 1’ to 8’ Light, grayish-brown, silt and clay, sandy with gypsum and some organics Ground water or bedrock were not encountered. G The proposed septic tank is about 34 feet east from the east side of the house, about 107 feet south from the Soil Treatment Area (STA), and about 190 feet from the proposed new well site. The leachfield is about 25 feet west from the property line, at 90 feet south and uphill from the house, and about 215 feet away from the proposed site for the new well. ! G The proposed leachfield site will be located on a toe slope, along the contours on a linear slope shape, in the south yard of the proposed residence. G The topography of the proposed leachfield site is moderate and the trenches will run along the contours. G The vegetation of the proposed leachfield site consisted of some grass and bare ground. G : Eagle River runs along the northern property line. To the south of the property is Denver and Rio Grande Western Railroad and US Highway 6. G Based on the records available, the property seems to have been used most recently as agricultural and residential. ! G G ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email address is luiza@lkpeng.com G November 29, 2017. G Attached G The proposed septic tank is about 34 feet away from the house, 107 feet away from the leachfield, about 190 feet to the proposed well site, about 110 feet from Eagle River, and about 19 feet away from the property line. The leachfield is 215 feet away from the proposed well site, 90 feet from the house, about 25 feet away from the property line and about 220 feet away from the river. G : From Leachfield to well about 215 feet. From the leachfield to the river about 220 feet. At least four feet of suitable soil (based on what we observed in the profile hole) will be below the infiltrators in the trenches. G # # # # # # # G No issues anticipated G None known G No difficulties. 0 \ S 21,75 E R \ TIN PUMP - - - - _ ` W� I V E R EDGE OF WATER Iv/HOUSE- / - - AB❑VE GROUND \ \ ^ \- W FND 2" BRASS CAP ON 1' METAL PIPE I \ W �W�W 1" IR❑N PIPE - - - - - �_ l✓� STAMPED NW C❑R SHAEFFER TR NE C❑R KING TRACT W.C. THERE EXISTS A 20' HOLY \ - - - FENCE POST CROSS EASEMENT B532 P698 FL❑WLINE IN THIS AREA. PREVI❑USLY FOLLOWED �- - �\ DITCH AN EXISTING OVERHEAD ELECTRIC LI \ \� (N❑ EVIDENCE OF LINE, BUT EASEMENT STILL EXISTS) \ / LOT A 1,533 ACRES \ \ \ \ \ \ 15435 HIGHWAY 6 \ \ \ EAG COUNTY GIS FEMA PROFILE 100 YEAR FL❑❑DPLAIN I \ 100 EAR FL❑❑DPLAIN HOLE AS SHOWN ON THE PLAT \ \ RECORDED RN #545359 +\ \ \ - \ \ \\ / PE NUMBER OF RC w HOLE RC 3 / > INFILTRATORS it PER TRENCH O PE rnl \ / \ \��\ \\\ \\ \\� + HO ER# 1 / WOOD NI FENCELINE \ \ \ 8 9 PERC 6 HOLE # 2 I QUICK4 PLUS, STANDARD LOT B O \ \ \ \ \ \ \ 1� ® \ 2 \ \ N 92'Lo \ / z - %_1 \,kl AR E / , MAIN FLOOR NVout=6491.5' \ \ FF EL= 6494.5' (TO BE FIELD \ \ VERIFIED \ \ \ \ LL ANOUT� \ \ \ \ INFILTRATOR CHAMBERS INSPECTION PORT IN THE FIRST AND LAST INFILTRATOR CHAMBER OF EACH TRENCH (TYPICAL) I W--- SERIAL DISTRIBUTION, 4-INCH DIAMETER, \ O SDR35 PVC END CAP \ �t (TYPICAL) 96 WOOD - - _ eat INVout 6490.9' \ \ V 1 V A \ FENCELINE I- T _ J GUY WIRE 's- WATER \ UTILITY P❑LE/LI T 96' 2-B PRO ROOD SPIG❑/ ®P S\, \ \ \ \ \ 8% RESIDENCE / , '7--- \ 9\ \ 96 �` O Z LOT 1 NVin=6480.5' NELSON EXEMPTI❑N ABOUT 40 FEET OF A 4-INCH DIAMETER SDR35 PVC EFFLUENT LINE 9/. 80'+/ \ i i 1000-GALLONS, TWO -COMPARTMENTS, 122'+/- TO / CONCRETE SEPTIC TANK BY VALLEY 9% � EXISTING PRECAST OR EQUIVALENT GRAVEL .�I \ 02' DRIVES 88+/7 / _URRENTLY USED ' Fj / / ABOUT 30 FEET OF A 4" CCESS TO LOT B?,.\°. - ) 10% Q ` !iQ�C ` j / I DIAMETER SDR35PVCBUILDING SEWER LINE AT 2 /o SLOPE \ \ \ 04 Q o YEAR ROUND, STABLE / / I C _ _ g ' I FIRE TRUCK PULLOUT \\ i �J \ 4 \ i��-- ✓ \05' O TWO TO FOUR FOOT \ O - BOULDER WALL \ \ I I \. ° ° \� \ \ \ \ �,\ ° a a \. M WELL HEAD I DGE OF BERM FND, 2 BRASS CAP I \ \ � ° IRE WATER STORAGE ON 1" PIPE ED E OF EXISTING ° \ TANK SUPPLIED WITH GRAVEL ROADS ° ° \ AUTO FILL FLOAT SWITCH WATER \ \ \ UTILITY P❑LE/LIGHT/METER BOX O \ \ °.� 4\ SPIG❑ \S \� ° ` WATER SUPPLY TO THE FIRE \ 4)'920„ WATER STORAGE TANK 8 39'49\ ` d4 d a° ° < S 42°49'18" E 39.48 CALC.) \ \ 4 17 ° ° �� S 32°54'47" E 36.70' LEGAL) CENTERLINE 20' \ \ ° NN ACCESS EASEMENT \ \ \ \ ��e ° g0 0':' W4 ° B647 P600 \\\�� \\ \ ��\. $�la a a 4. &� \ �6.25. ° OVERHEAD \ \ \ \ POWERLINE WOOD A FENCELINE erg, 4 \ UTILITY P❑LE/LIGHT/METER BOX 2 �\ \ S4 `\ \ \WOOD \ FENCELIN . °. \ \ \ N36°10'28'W 35.78' FL❑WLINE 39.13' I \d 4 \. CENTERLINE 16' ACCESS DITCH I �: , ° EASEMENT B510 P576 4 GRAPHIC SCALE N R ��( / \ \ °d' N27°43'28'w 23,09' 20 0 10 20 40 so 1 - ' 36,61, R O FND. 2' BRASS CAP 4 ,9 IN CONCRETE N�3°3, Z� 2' BURIED CMP ° ( IN FEET) (P❑RTI❑N EXPOSED) 1 inch = 20 ft. 4 ° UTILITY POLE/METER B❑ .QRAV,EL. DRIVE a TO U.S. HWY 1 4 / 1 _ e , t I 41 al . 4. •d ' a V A' I TOP VIEW GENERAL NOTES 1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES. 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS OVER THE LEACHFIELD. 6. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED. TEMPORARY EROSION CONTROL 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN ACCORDANCE WITH THE BEST MANAGEMENT PRACTICES. 2. SILT FENCE SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF THE LIMITS OF DISTURBANCE AND AT THE BASE OF STOCKPILED MATERIAL, PRIOR TO EXCAVATION, AND MAINTAINED AND KEPT IN PLACE UNTIL THE FINISH GRADE IS CONSTRUCTED AND REVEGETATED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT WITH THE RUNOFF FROM THE SITE AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES AT THE REQUEST OF THE APPROPRIATE BUILDING OFFICIALS. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) INSPECTION PORT QUICK4 PLUS ALL -IN -ONE 12 END CAP 0 o� Oo PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) INVERT TTACH TO IFILTRATOR WITH RING OR CREWS VENT CAP INSPECTION PORT 4-INCH DIAMETER SDR35 WITH PERFORATIONS ON THE BOTTOM Ir 8-INCHES ° OPEN BOTTOM INSPECTION PORT N.T.S. NOTE: • TOPOGRAPHICAL SURVEY RECEIVED BY EMAIL FROM EAGLE VALLEY SURVEYING, INC. • SITE PLAN BY PAVAN KRUEGER KRUEGER ARCHITECTURE & DESIGN PERCOLATION TEST RESULTS >_ 00 Perc No. 1 Perc No. 2 Perc No. 3 18 minutes per inch 23 minutes per inch 19 minutes per inch Average percolation rate T = 20 minutes per inch or equivalent LTAR = 0.6 gpd/sf 0 TO 0.5 FEET TOPSOIL z 0.5 TO 3.5 FEET LIGHT GRAYISH BROWN SILT 0 3.5 FEET TO 8 FEET REDDISH -BROWN SAND WITH COBBLES AND BOULDERS. NO GROUND WATER ENCOUNTERED 07 W DESIGN CALCULATIONS DESIGN LONG TERM ACCEPTANCE RATE = 0.6 GPD/SF NUMBER OF BEDROOMS: 2 MAXIMUM DAILY FLOW = QMAX Qmax = 2 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY QMAX = 300 GPD SEPTIC TANK V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE 1000-GALLONS TWO COMPARTMENTS, CONCRETE SEPTIC TANK BY VALLEY PRECAST OR EQUIVALENT. ABSORPTION AREA BASED ON APPLICATION RATE: A = 300GPD/0.6GPD/S.F. A = 500 S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITH AN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREA IS RECOMMENDED. Aadjusted = 350 S.F. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 30 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN. NOTES: 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES. 2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL. 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. 4. EACH RISER LEAD SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE INFILTRATOR TRENCHES SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 6. EXCAVATE THREE (3) FEET WIDE TRENCHES. THE HORIZONTAL DISTANCE FROM SIDEWALL TO SIDEWALL BETWEEN THE TRENCHES SHALL BE A MINIMUM OF SIX (6) FEET. 7. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 8. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 9. BACKFILL THE SIDEWALL AREA WITH NATIVE ON -SITE SOIL FOR PROPER SUPPORT. 10. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 11. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 12. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION, OWTS REG 43 AND THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON -SITE WASTEWATER TREATMENT REGULATIONS. 13. FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE ECEH DEPARTMENT AND THE DESIGN ENGINEER PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) ESTABLISH VEGETATIVE COVER FROM SEPTIC TANK / NATIVE BACKFILL (TYP.) 4" PVC INLET AT 8" SIDE PORT 'MIN. 3 BOTTOM OF TRENCH J �_ ELEVATION PER CONNECT AT END TO NEXT COUNTY PERMIT OF CHAMBER ROW 36" TRENCH TRENCH 1 T-2CP DES MIJ WOTES a D par arfnrmsnas loot per AS 0112 a Top su4wv aeon 45,26 ft4 a to & 2e i11) nanaraita - 6,000 Pal Yin. In+>iEella}fnni a Tank to be oaf an 3° resin. sand hid er pees prnval a Tank to be baaklllled uniformly an all sides kI Wta less than 24' an•d maohanfanlly aarnpna#sal a Esaevatad rmstarlal may tea used #ar baaklIll, prnAd•sd largo stoma we a Exuv�atlan should be dswatered and tank ?Iliad with water prTm to baklg put In ssrAos far lnatallatlan with water table lass them 2' h,dow gentle Masts C1644-06 for rwOlent yars a Inlet and Outlet Wirtiflod abase pips ■ pLslm"d "MIalsta W10 IM&M I ## • PVC roe oworata Asses avaRoblo a Bsawdary aaNty screw avatlablo with PVC moor a Optlon of pump or sdphan Installed AUDWABLE Bl]RY (Based an 'Hater Table) 'NA7M TABLE $'-0' CiRl 4' - 4v 11000 Gallon Tap Seam Two Compartment $C1" 1 1. •N A�, 7-77l a .� y 't�JRS ��• NI �1■ I�� QI94# 1 Speoa Invert alrnanslona Not Capoai#y Not 044ht 1'J' Lanp * W Wde Inlet DAlat Length Width Haight Inlet Sale Outlet Total Ltd Tank Total 61t" below Inlet 66" 63" 111" 80" 1l$" 637 dal 323 gal 1010 qal 2620 Ibe 2330 the 12000 ]be �r P� Boot !oaa ; � wwwyv�ulr�o11�1�an11 G W VJ rr>^ VJ z CW G Q W N� L.L W Q W U) Q W VJ z O W Z OU z W X Q LU U>-0 W Qa0 Z = I- Z W o ILL LO C) p J 0�J U O Z T- W U 7I z Fa- O Uj J • v J O c' �•% Q aj Y Co .� do X m O C? ^` m � W O c') D_ C H Skim, DRAWN BY: L.P. CHECKED BY: L.P. PROJECT NO.: 18-3255 DATE: JULY 23, 2018 DRAWING NO.: 17-3255OWTS. DWG SHEET C-2 W Q 0 p.T / 4 1 tom. -a tp Nap pap papa et a All +r 4 a 141. papa :3 rat '1 at p ad *� va A . pra ti �11 \� �.� A.__ 99 r 3( 1; 17 Ir toe INN IN ee WN X� 0000 Air I `�.! / .� ^✓ """ AIN y �a l -.�A K s �� alb"' ski i r/rs, i ht:k tea. ar, IF IF IF i .-.� I :.r.FM - IF f Ff If p Fk OF tj � Ab �,..; . IL k„ IF Is �t $ FiFt -F LL It IF -Jp ., _ �^it . f ,Iy r�. i s ro E\