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Home My WebLink About11157 Gypsum Creek Rd - 219325200002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2154A-01 BP NO. 13962 OWNER: TROTTER FAMILY LLC PHONE: 970-524-8323 MAILING ADDRESS: 11157 GYPSUM CREEK RD., GYPSUM, CO 81637 APPLICANT: ROBERT TROTTER PHONE: 970-524-8323 SYSTEM LOCATION: 11157 GYPSUM CREEK RD., GYPSUM, CO TAX PARCEL NO. 219325200002 LICENSED INSTALLER: SPIEGEL CONSTRUCTION, CHRIS SPIEGEL LICENSE NO. 9-01 PHONE: 970-524-7148 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE CONNECTION OF THE MAIN RESIDENCE TO THE EXISTING SEPTIC SYSTEM PERMITTED UNDER ISDS #1857-99 SPECIAL REQUIREMENTS: INSTALL A CLEANOUT BETWEEN THE TANK AND THE HOUSE, AND EVERY 100 FEET OF EFFLUENT LINE LEADING TO THE LEACH FIELD. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING THE LINE AND THE CLEANOUT. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE INSTALLATION HAS BEEN INSPECTED AND APPROVED. 1„ ENVIRONMENTAL HEALTH APPROVAL: DATE: NOVEMBER 5, 2001 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. TIES PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: THE FINAL INSPECTION OF THE CONNECTION AND CLEANOUT FOR THE MAIN HOIST WAS DONE BY WILLIAM CARLSON OF EAGLE COUNTY ENVIRONMENTAL HEALTH ON 1^3-02, THE ORIGINAL PERMIT #1857-99 IS SIZED FOR A TOTAL OF BEDROOMS. ANY ITEM NOT MEETING REQUIREMENTS WI TED BE E FIN PPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL T DATE: FEBRUARY 6, 2002 Incomplete Applications Will NOT Be Accepted (Site ,Plan MUST be attached) i `e ISDS Permit # 19-5 � Building Permit # 13% APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 **************************************************************************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 .- * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: -Trv*t- q,-�7 a 1iw 4- L to MAILING ADDRESS: 1 1 / 57 6! pPgyrr C.re04, PHONE : 6y�Sam C0 f►(037 APPLICANT/CONTACT RSON: 906E .T" 7-R07-EEg_ PHONE: -LICENSED SYSTEMS CONTRACTOR: CMS 5*0/E61EL. PHONE': 5,od - 711gF COMPANY/DBA: 56ROPEI ADDRESS: 1[u9tWtZhbk & G S GD 8/&37 PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION Y) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Yee- A Atached Tax Parcel Number: 9 39,5r,5300 00 P, Lot Size: 3fl cgCM Physical Address: Cr-ce-sl, 6 e gsu ''1(e.7gI BUILDING TYPE: (Check applicable category) (>47 Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms. — of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (SC) Well ( ) ( ).Public Name APPLICANT SIGNATURE: ********************* (Check applicable category) Spring ( ) Surface of ,Supplier: , Date: //-a:A-V AMOUNT PAID: URECEIPT T: DATE: `+ CHECK #: CASHIER: DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY. COLORADO February 6, 2002 Trotter Family LLC Attn: Robert Trotter 11157 Gypsum Creek Gypsum, CO 81637 Raymond P. Merry, REHS Director RE: Final of ISDS Alteration Permit 92154A-01 Tax Parcel #2193-252-00-002. Property location: 11157 Gypsum Creek Rd., Gypsum, CO. Dear Mr. Trotter: 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, i Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO DATE: November 5, 2001 TO: Spiegel Construction•Co. FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Alteration Permit #2154A-01, Tax Parcel #2193-252-00-002. Property Location: 11157 Gypsum Creek Rd., Gypsum, CO., Trotter residence. Enclosed is your ISDS Permit #2154A-01. It 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. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $47.00 must be paid before a reinspection is made. Due to the onset of inclement weather, all installations must be completed prior to December 1, 2001 in order for Eagle County Environmental Health to perform a final inspection. In the event that inclement weather interrupts your installation, please cover the installed components with plastic sheeting so that they are not covered with snow and are visible for the inspector. All field work will resume, weather permitting, on March 15, 2002. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. 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 the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS Permit # 2154A-01; ISDS Final Inspection Completeness Form OLD "COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631 "179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1857-99 BP NO. OWNER: LAURENCE TROTTER PHONE: 970-524-9857 MAILING ADDRESS: 11157 GYPSUM CREEK RD., GYPSUM, CO 81637 APPLICANT: SAME PHONE: SYSTEM LOCATION: 11157 GYPSUM CREEK RD., GYPSUM, CO TAX PARCEL NO. 2193-252-00-002 LICENSED INSTALLER: SPIEGEL CONSTRUCTION. CHRIS SPIEGEL LICENSE NO. 30-99 PHONE: 970-524-7148 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK 1875 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 61 CHAMBERED UNITS SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8" IN DIAMETER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY UE TONS REGARDING INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL:, A��/�� lV i DATE: Z�l 12 R1 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 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: 1875 SQUARE FEET (VIA 61 TNFTT.TRATQR_TTNITC ) INSTALLED CONCRETE SEPTICTANK: 1500 GALLONS IS LOCATED 290 DEGREES AND .8, 9„ FEET FROM THE C LEANOUT COMMENTS: PHOTOS RECEIVED OF INSTALLATION OF FINAL INFILTRATOR UNIT, SYSTEM OMPT FTF1) A4 DESIGNED. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO AL AP AL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: JULY 20, 1999 Incomplete Applications Will NOT Be Accepted '(Site Plan MUST be attached) ISDS Permit # r7—j tq Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: IV /—AO,7� ( 77 L,� G MAILING ADDRESS: // / s7 6YI:'!; 'm CI< Ail> ;iW6 3 7 PHONE: 5E2-417 APPLICANT/CONTACT PERSON: ��` PHONE: LICENSED SYSTEMS CONTRACTOR:-th'US sP��L PHONE: COMPANY/DBA: 5P/ei66L C01%7a�U` /f�ADDRESS : M0�d.4f 649 c/'�f«Q NNrow �- PERMIT APPLICATION IS FOR: N NEW INSTALLATION ALTERATION.( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL Legal Description: Tax Parcel Number: SEWAGE DISPOSAL SYSTEM: ¢ 3� X-97L/ 6 77 sue f- 411?3' S,210O'00o'LLot Size: 3:70 A-CR-65 Physical Address: f/�s� tJscr Cr--/� 6,9' ejA-1 BUILDING TYPE: (Check applicable.category) ( ) Residential/Single Family Number of Bedrooms _ Ir ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional Engineer SIGNATURE: Date: y -,: �,9 AMOUNT PAID: `�JV �~ RECEIPT #: a5 oZ DATE: C I CHECK #: 2ai CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com July 20, 1999 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Laurence Trotter 11157 Gypsum Creek Rd. Gypsum, CO 81637 RE: Final of ISDS Permit #185.7-99, Tax Parcel #2193-252-00-002 Property location: 11157 Gypsum Creek Rd., Gypsum, CO. Dear Mr. Trotter: 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 Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO DATE: April 20, 1999 TO: Spiegel Construction FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1857-99, Tax Parcel #2193-252-00-002. Property Location: 11157 Gypsum Creek Rd., Gypsum, CO., Trotter residence. Enclosed is your ISDS Permit No. 1857-99. It 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. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. 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 the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS permit # 1857-99; ISDS Final Inspection Completeness Form Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO April 23, 1999 Chris Spiegel Spiegel Construction 0265 Hardscrabble Rd. Gypsum, CO 81637 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Septic system installation at the Trotter property, 11157 Gypsum Creek Rd., Gypsum, CO. It has come to our attention, that your company has installed an Individual Sewage Disposal System (ISDS) on the above referenced property. This particular ISDS had not yet been permitted for alteration/construction, before construction had begun. Our office had not yet issued the permit based on the information gained from the percolation test performed on April 16, 1999. The permit had not been mailed to you before you began the installation. 4.03.29, Eagle County Land Use Regulations states: "Any person who commits any of the following acts or violates any of the provisions of this Article commits a Class I Petty Offense as defined in Section 18-1-107, C.R.S. 1973 as amended: 1. Constructs, alters, installs, or permits the use of any individual sewage disposal system without first having applied for and received a permit as provided in these Regulations. Consider this your only warning. Any further violations will be turned over to the attorney's office for civil and/or criminal proceedings. If you have any questions, feel free to call me at 328-8755. Sincerely, Rayerry, EHS iimR-EnvmnHDanager cc: Keith Montag, Community Development Director James R. Fritze, Eagle County Attorney W - 08.47 —� (307.63 --LINE 4P2>.21 =.-vY �cUM CREEK Rtiau �� o - r tU r N OO ° O C 1311.48 - - �LL - � � �S�it L - G1��Sl�tA 3 co E 1/4 N E 1 /4 n N N N w N00°03�►I E 1315.07 _ I -"SEE NOTE =9 � j CONCERNING THE 80UN�,ARY OF THE NE1/4 NE 1/4 �1 SECT i0N 26 I� FOUN0 24x10 xb� CONGLOMERATE STONE � I r� N • o tD Q� N r 1 � 00I I ISDS PERMIT # 10')q6� PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH 1rv,I- •PHSYSICAL ADDRESS: t5q - vyY-) CAeele WWA LEGAL DESCRIPTION: & a 1 P MAILING ADDRESS: li TYPE OF DWELLING: RSF NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES TIME WATER DEPTH ��7 SOIL INCHES OF FALL RATE PROFILE row nil mmm mmmm Ml,,4,f)P (m mmmmmom TIME TO DROP LAST INCH: 2 • MWERC RATE: I l MINIMUM LEACH FIELD SIZE) 045 MINIMUM SEPTIC TANK SIZE: I c COMMENTS: 4oz x tz5 l L� 23 ENVIRONMENTAL HEALTH SPECIALIST DATE r5-, �) � t5,5 TA RAIV6tI xrFA' FM hN, ' Ui M l.�,�ls�.�l . ,►�:�i� raw n ' � � •► ----- - -- - YPr•'`. s PARCEL A NE1/4 NE1/4 OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 85 WEST, OF THE 6TH P.M., COUNTY OF EAGLE, STATE OF COLORADO. PARCEL B THE W1/2 OF THE NW1/4, NW1/4 OF THE SW1/4, AND THAT PART OF THE E1/2 OF THE SW1/4 AND THE SEI./4 OF THE NW1/4 OF SECTION 25, TOWNSHIP 6 SOUTH, RANGE 85 WEST, OF THE 6TH P.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AS A POINT ON THE SOUTH BOUNDARY OF SAID SECTION 25, WHENCE THE SOUTH ONE-FOURTH CORNER OF SAID SECTION 25 BEARS N 89 DEGREES 55' E, 278.00 FEET DISTANT; THENCE N 7 DEGREES 28' W, 879.50 FEET; THENCE N 9 DEGREES 49' W, 215.50 FEET; THENCE N 9 DEGREES 33' W, 515.80 FEET; THENCE N 9 DEGREES 32' W, 2396.59 FEET; THENCE S 89 DEGREES 50' W, 409.58 FEET TO THE NORTHWEST CORNER OF SAID SE1/4 OF THE NW14 OF SECTION 25; THENCE S 00 DEGREES 01' E, 3960.00 FEET; THENCE N 89 DEGREES 55' E, 1039.03 FEET TO THE PLACE OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL C THE NW1/4 OF SECTION 36, TOWNSHIP 6 SOUTH, RANGE 85 WEST, OF THE 6TH P.M., COUNTY OF EAGLE, STATE OF COLORADO ,��. a..a' ,. � � . v � � -s ��. .. .�. N ..� d �. � G' ,� �. N s ,3 .,Y... 4 ISDS Permit #� % Date ISDS Final Inspection/moo Comnleteness Form / Tank is 15t gal. Tank Material . Tank is located ft. and degrees from (permanent landmark) Tank is located ft. and degrees from (permanent landmark) v Tank set level. _ZTank lids within 8" of finished grade. Size of field ftz ---�� v units lineal ft. A- Ze-d chnology (/ Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. -2-Inlet and outlet is sealed with tar tape, rubber gasket etc. // Tank has two compartments with the larger compartment closest to the / house. " Measure distance and relative direction to field. Depth of fieldft. it u�'k V Soil interface raked. spection portals at the end of each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) V Type of pipe used for building sewer line �%b , leach field Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 1857-99 Tax# 2193-252-00-002 11157 Gypsum Creek Rd TROTTER 2154A-01 Tax #2193-252-00-002 JOB_ NAMEGypsum _ 11157 Gypsum Creek Rd. TROTTER �. Gypsum JOB NO, LOCATION 1 DATE STARTED DATE- COMPLETED DATE 61 LED 0101 MIA Of, rlz W&I Am '�Pwl Am , "K Rd W2 V .— COST SUMMARY M 0�1�j 10. -TOTALon,%i UP I l /I N Mix, -■ ■ Ill LLy 1 i / r COSTS w1ma / /_-■� ,►.� r.� � .. _•�./.�� • . �� 1� ., � Wit_ _ . • � _ , ,� Win TOTAL JOB CO ST VAllil / SEE J /LESS OVERHEAD COSTS % OF SELLING PRICE _■ JOB FOLDER vim - Printed in U.SA r er- sez ._ _- � ___ _ F �, 1 - - _- - - - - - _ - - - 11 _ _ _ -- - - - --. _ _ - - �- _ ---._ --_ �r --_ ., _. - _ _ __- -_-_ ___ - --_ - _-. - - - - tl � - - _.. -. - - `_-_- --. - y� F� - - - t -- - I -- -- - � - � - '- .- - - � _ _ - 1 - _ Ingomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # I / 10 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: MAILING ADDRESS:(_L ,f'/iCi 3� PHONE: APPLICANT/CONTACT PERSON: /��i°u/;�G� - PHONE: �02 LICENSED SYSTEMS CONTRACTOR: PHONE: COMPANY/DBA : na(�e ADDRESS: W i *************************************************************************** PERMIT APPLICATION IS FOR: NEW INSTALLATION ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 5EE Tax Parcel Number: s. �� ,2(- �b�0Oklot Size: Physical Address: 1A16 2 0-� .56 M ,,`fib f BUILDING TYPE: (Check applicable category) (&4 Residential/Single Family Number of Bedrooms U) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( .) Well (>Q Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATURE: Date: / �025` /�dPd *************************************************************************** AMOUNT PAID: RECEIPT #: DATE: CHECK #: CASHIER: i ISDS PERMIT # /-0 17, _G O PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH OWNER: 1 i"D TNT /CG�vt LEt •PHSYSICAL ADDRESS: LEGAL DESCRIPTION: MAILING ADDRESS: I f l 5-�7- O5utK Ck . TYPE OF DWELLING: v S. NUMBER OF BEDROOMS: 3 TEST HOLES PRE-SOAKED: YES NO K, SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE 11 glIz �S �� fo►�� I'� i 21 9C) ''z 531 10>> //z 31q 1/1 la 6.p� 3' L% Is 1 �y I� l,� I i'�� 3,y 3, f l -z 6� t o 4' �' F tv i3 1 '� iss 3/4 3)y 3% a 3 5' to {o,&-7- I3,3 61 1/v 51g '1� I o 71 �S lgliz. lq,lq 51 10 g go g' 3� r q '11K 131, Y ►tZ 31, / 10 13.3 13.3 ' 13 �1� `lq 31 g ,'Z- ►3,3 1to 10' 1 TIME TO DROP LAST INCH: PERC RATE: `ool MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: 7 COMMENTS: �m"A'wte, ey.. c� ENVIRONMENTAL HEALTH SPECIALIST ATE �`�t' 00 Lc) CM Lc) c\j L0 c\j cr) SCALE: 1" 200" CENTERLINE EXISTING CO POWERLINE ch. SEE NOTE No. 8 0 wit to CV C\l z z 0 0 ELECTRIC LI Lij u EASEWENT .8K. 1 74 N00003 I I "E f 1315-07 48.7 cr A Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020989-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 4/12/2021 Expires: 8/10/2021 On-Site Wastewater Treatement System Project Address Parcel Number 11157 GYPSUM CREEK RD, 219325200002 Owner Information Address Rob Trotter 11157 Gypsum Creek RD Phone: (970) 524-8323 Cell: Email: rob@potzero.co Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email Permitted Construction / Details: Install the new system exactly as depicted in the LKP Engineering design signed, stamped and dated March 18th, 2021. The new system will be sized to accommodate the maximum daily flows for the estimated daily wastewater flow for 30 employees in factories and plants, exclusive of industrial wastewater, per employee per eight-hour shift without showers. This OWTS consists of one sewer line from the building. Two cleanouts will be located along the sewer line. A Valley precast 1,250 gallon, two-chamber septic tank with an effluent filter in the outlet tee will be used. The STA consists of 4 shallow trenches of 25 Infiltrator Quick 4 Plus Standard chambers for a total of 100. 4-inch SDR35 PVC will be used for serial distribution between trenches. A licensed installer has not been identified. No person shall install, renovate, or repair an OWTS in Eagle County (EC) without a valid EC Systems Contractor License. Any person that conducts a business as a systems contractor without having obtained a valid license section commits a Class 1 petty offense as defined in section 18-1.3-503, C.R.S. Please notify the department when an installer is identified, prior to installation of the OWTS. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT 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 Issued by: Environmental Health Department, Eagle County, CO Danielle Sell Date April 12, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Monday, April 12, 2021 1 INSPECTION WORKSHEET (Gypsum area - 11157 GYPSUM CREEK - 512147) FOR EAGLE COUNTY GOVERNMENT OWTS-020989-2021Case Number:Case Module:Permit Management 12/23/2021 ApprovedInspection Status:Inspection Date: OWTS Final InspectionInspection Type:Inspector:Danielle Salinsky Job Address:Parcel Number:11157 Gypsum Creek Rd CO 219325200002 Company Name NameContact Type Contractor Scott Green Excavating Inc Scott Green Engineer LKP Engineering, Inc.Luiza Petrovska, PE Owner Pot Zero Rob Trotter CommentsPassedChecklist Item True The first tank was 1000-gallons, one-compartment, plastic septic tank by Infiltrator followed by 1000-gallons, two-compartments, concrete, septic tank from Valley Precast. Septic Tank - Septic Tank True Received 12/23/2021 from LKP Inc.Record Drawing - Record Drawing True Received 12/23/2021 from LKP Inc.Record Photos - Record Photos True Received 4/7/2021 from LKP Inc.Site and Soil - Site & Soil True Received 12/23/2021 from LKP Inc.Final Certification Letter - Final Certification Letter True Received 4/7/2021 from LKP Inc.General Plan - General Plan True Received 4/7/2021 from LKP Inc.Soil Treatment Area (STA) - Soil Treatment Area (STA) True Scott Green Excavating was the licensed installer.Identification of Systems Contractor - Identification of Systems Contractor December 23, 2021 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com November 11, 2021 Robert Trotter Pot Zero 11157 Gypsum Creek Road Gypsum, Colorado 81637 rob@potzero.com RE: Inspection of Septic System Installation – Upper Bench - TNT Ranch – Pot Zero 11157 Gypsum Creek Road Eagle County, Colorado Project No. 19-3324, OWTS-020989-2021 Dear Rob: At the request of Steve Green, with Scott Green Excavating, Inc, the installer, on September 10 and October 28, 2021, we visited the Upper Bench - TNT Ranch – Pot Zero, 1157 Gypsum Creek Road, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 19-3324OWTS.dwg, last dated April 12, 2021. The system was designed and built to accommodate 30 employees for factories and plants, exclusive of industrial wastewater, with 20 gpd per employee per 8-hour shift without showers or total of 600gpd. At the time of the site visits, we observed the following: The building sewer line was 4-inch diameter, SDR35 PVC and it was on the south side of the building, with the first cleanout at about 2 feet south from the foundation wall, the second cleanout was about 91.3 feet south from the first, and the third cleanout was about 9 feet away from the first septic tank inlet, as shown on the attached as-built sketch. Two septic tanks were installed in series. The first tank was 1000-gallons, one-compartment, plastic septic tank by Infiltrator followed by 1000-gallons, two-compartments, concrete, septic tank from Valley Precast. The inlet and outlet of the tanks had the T’s installed. In the outlet “T” of the two- compartments, concrete septic tank, there was an effluent filter, that will need to be maintained every six months. One hundred (100), Q-4 Plus, Standard Infiltrator Chambers were installed in four trenches. with twenty-five (25) infiltrators in each. Inspection ports were installed in the end caps of the first and last infiltrator of each trench. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE cc: Eagle County Public Health and Environment, E-mail: Claire Lewandowski, claire.lewandowski@eaglecounty.us environment@eaglecounty.us; J:\_WP X4-LKP\_2019\19-3324OSIQ4PLUS-GRAVCOMM.DOCX ккͿккͿлйлк ABOUT 5 FEET, 4-INCHDIAMETER, SDR35 PVC,EFFLUENT LINEQUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)INSPECTIONPORTNUMBER OF INFILTRATORCHAMBERS PER ROWSERIAL DISTRIBUTION,4-INCH DIAMETER,SDR35 PVC (TYPICAL)25WELL25251000 GALLONS, TWO-COMPARTMENTS,CONCRETE SEPTIC TANK BY VALLEYPRECAST WITH AN EFFLUENT FILTER INTHE SECOND COMPARTMENTABOUT 165', 4-INCHDIAMETER, SDR35 PVC,BUILDING SEWER LINECLEANOUTCLEANOUT25INSPECTIONPORTINSPECTIONPORTINSPECTIONPORTINSPECTIONPORTINSPECTIONPORTINSPECTIONPORTINSPECTIONPORT16.6'21'5'6.5'9'2.1'91.3'25'37.5'1000 GALLONS, ONE-COMPARTMENT,PLASTIC SEPTIC TANK BYINFILTRATOR IM-1060CLEANOUT17.5'19.4'23.3BUILDINGSSKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION:LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 19-3324 OWTS-020989-2021 9-10 &10-28-2021 P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com 11157 GYPSUM CREEK ROAD EAGLE COUNTY, COLORADO TNT RANCH - POT ZERO I I I I I ' I � I' ! I /� I ---'-,/··· '/! /' I \ / 0 \ I ;-/ I I I I I I I \ I I\ ( I I I .,I / / / ' ' I I I ' I I , , , ,, , , / I I I I I I I I I I / /, I I I I I I I I I , II , I I I I I I I, '•, I , ,• I ' ', I I ', '· I ' I I I I I I I II , ' ' , I I I I I I ' , I,, I I, I , I I , I I } / \ I I I I I I I I I I I I II , I I I I I I I I I I I I I I / , I I I I I \ I I I I I I I I I , / I I I I I I I ( I \ ) I I I I I I I I I - • • ' • . . • . \ ' . ' . \ . I\ ,. •• I 0'f,1/ ,EXISTING FENCE ' ' I I ' ---. . . • . . . • • . . • . .. ' • . . • • • . • . • • I ' I > --." ' ,, .. ,• I • I. • ' •• ' ' ' I ' ' ' ' ' ...... ' \ \ ', .. '\ '-\ '-\ �. ,-' ' \ ' \ ' \ '' ' . -\ '--I -.__ ' I ' ' ' ' ' I ' I I '' '\---..., ' I \ ' ' • I ' . ' ' ' . ' ' --...._ ' -------\ --, ' 20 I I I I I I I I -' '·,\,./ __ / ______ .,. I I L--------' ' . ' I ' ' . .... __________ , ✓- / -./...... 'I ' � / �-,_/�--�✓ ,·/ , Survey by: Ted Archibeque, PLS Archibeque Land Consulting, Lt d Professional Land Surveying & Mapping ,-----' . ' • FROM SEPTIC TANK ---- BOTTOM OF TRENCH ELEVATION PER COUNTY PERMIT I I I ' ' 'I \ I I '- -. / ' ' I I ' ' ' I ' --I ' 'I ' '-' ' ' \ '" '-\ ' ', I ; I ' \ \ \ \ \ \ I I \ \ \\ \ ' ' ' \ \ \ \ \ I \ \ I \ \ ' I \ I I •, - NVout=8104.5' LEANOUT ',, \ I \ ' '' I I ' ' '-' \ ./ '-'''-. '-'- \ \ \ \ l NOTlcc ALL PIPING WITH TH� LESS THAN 4-FOOT SOIL COVER SHOULQ, BE INSULATED ', I ' I ----\ 133', 4---INCH DIAMETER, SDR35 PVC, BUILDING S�R LINE AT 2% SJ..OPE I \ I I I I \ \ MINIMUM 10'FEET SEPARATION , BETWEEN SEWER AND WATER LINES ' ' LEANOUT I ', I ' I ' ' ' I 'I I ' I \ \ \ \ \ ' \ I \ I I \ II I I \ \ I \ I INVin=8101.84' --.. � ' •., \ \ \ . I \ ' ' ; I \ \ I I ; I ; I I \ ' I I I \ I I I I ''I I ' ' AXiMUM BURRY DEPTH 4 I ,, , I I I I I I I \ I I \ I .. -' ; I \ ' \ I ' \ I. I I I I ' \ ' ' 'I I I ; I I I I I I I I I I I \ I, I I \ \ I I I I FEET ABq_VE TOP OF TANK ', I ' 000 GALLONS, TWO-COMPARTMENTS,-...' CONCRETE SEPTIC TANK BY VALLEY PRECAST \NITH AN EFFLUENT FILTER IN THE SECOND COMPARTMENT '---- - - ....,,,.. - ✓ - - INVin=8100.5' ' \ I ' '\ ' \ ._ ___ - I I I \ I \ \ I I I I I I I I \ \ I I ' I I \ I \ ( I I I I I I \ I I ( I ', ', I I ' I \ I \ \ I ' I 4' \ \ 4' 4' UICK 4 PLUS, STANDARD INFILTRATOR CHAMBER ----, __ \ / ----(TYPICAL) ----------__ ,' ---'.I ...... XPROFILE -HOLE - 2\------,_ ,_ \-., \'-·----r---- -\ \ ', '- 11 _4· I ,,--' ' I / BOUT 55 FEET, 4-INCH DIAMETER, SOR35 PVC, EFFLU�IJJNE -8110-_/ I \ \ I I \ I I ' I \ I/ ;' I ' ' PROFILE HOLE-1 -----�-,_-�1w--------,--�---__ .,.--__ --\ I/ GRAPHIC SCALE - --'<_ - ------- WELL QUICK4 PLUS STANDARD CHAMBER SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) ESTABLISH VEGETATIVE COVER NATIVE BACKFILL (TYP.) .---4" PVC ,-----------, : EXISTING : I BUILDING I I I I LOWEST FLOOR I 1 EL=8107' 1 I I PROPOSED INVout =8104.5' -133 FEET OF 4--INCHDIAM. SDR35 PVC,BUILDING SEWER LINE PROPOSED INVin=8101.84' ROUND ELEVATION -8106.5' lNVout=8101.6' PROPOSED INVin=8100-5' OWTS X-SECTION SKETCH NTS ROUND ELEVATION VARIES FROM ~8104' ON THE FIRST ROW TO 8099' ON THE LAST ROW OF THE ST A BOUT 55 FEET OF 4-INCH SDR35 PVC TRANSPORT (EFFLUENT LINE) ' 'I \ ' I I I I I I I \ I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I ◊ I \ \ \ ; I I I I I I I I I \ I \ I I I I I I I I \ ; I I I I I I ; I ' ' ' I ' '• I I I ◊ I \ I \ \ \ ' I I \ I I I \ I I I I I I I I I I I ' \ I I I I I I I 'II I I I I \ I r OWTSSITE U_PPEFLBEt')ICH ' ' I '-. '-.._ ......... �\ ", '\ NSflECTION PORTS IN THE END CAP OF THE FIRST AND LAST INFILTRATOR CHAMBER OF EACH ROW LOCATED IN THE OPENING '-'O�POSITE FROM THE INLET/OUTLl;_T PIPES \ ' ' \ \ ' \ ----........ �\ \ '-...._.......... \ ' I I \ \ ' '\ I \ I NUMBER OF INFILTRATOR CHAMBERS PER ROW .. ' I ' ' \ \ I I •. I I -', \ ' ' ' ' '\ \ ' '' ', I I I I ' / -·1000 Gallon Top Saam -2CP t0NT4CP OE$1GN NOT£$ •Des.'gn per p..-formor,ce-Int P"'ASTM cn27 . Top ..,,-fa,;;e are<> 46.25 fl' . fe O 2tl <Icy.,; concrete -ll,000 PSI Mn. � ,r,. T<1nk to r,,, ••t ort 5" min."°"" �od or� 111<""1 .Toni< lo be boc:Ulled un;formly enal okl..,. 1n llfts le.,. than 24" and . mechooicclly c:ompoct.,,I E•covot<KI mot<rid may be "9ed for bocl<lill, pr<Mded "'19e eloneo ore ·--. E""avolio,, ,l,0111,;I �e "-o\J,n,d 0Rd \<W>k. Al<"<l with wo\er pru-to being�t in °""'""' fur 1.-.slollatlon <m:h water loble less th<ln 2' bok,,o � . Moe'lo CltS44-0!I for res�ient ecnne,:;ton . lnl,d ond Oull91 ;d,,ntif\ed ol,o.., pq>e. Dol1,,..,-.,d complete 'frith irrt«n<:,i p,p;ng . 4· r.lm<lrnum bury depth - � ALLOWABI..£ BURY (Bosod on Wat...-Table) ' .. WAJUI T/..8li --1,�O' - rJ" 2' -<f ,. o·y o· 2' -rJ" :r - o· J ' -o· -.· -o· --.· -_o• Dlgglng Specs ·-Dimensions--� . . ,,, Top r"�·-··-·-1f�-�·71 View .o:--u01· t __ :_ = . ·",--•· r7 j j I:'.,-· ·• + •• ,.. .. -. Jl . f J, iT I I . •r I I .�· J; / .. -l ---( '1 . .. Section . .. •· . . View 1llll' Net Capoclly Net Weight u· Long � e· Wide mlat O�tle\ Length W.dth, H<>ight lnl<il SiOO Outlet Total Lid Tonk Total 56" below Inlet ,.. ,,. 111· oo· -�£87 gal 323 got 10!0 �al 2620 lbs 93SO lbs 12-000 lbs -� -. .VALLEY l'llone:71"111M'114 Fax: 71!1-39S3727 0 PRECAST,rac. --· . ..__ ....,......._.. " Buena v-, Colorado Emal: 101•1 IG""'8Jr'& atl ..an \ ' ' ' I \ I \ • AREA MAP 1" = 1000' TOP VIEW INAL TRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION 1NOT TO SCAtEJ INSPECTION PORT QUICK4 PLUS ALL-IN-ONE 12 END CAP SIDE VIEW \EffcC1,W.LI'cNGlH) END VIEW PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) r•�-48"--- �12' 1----34•-II llffj bl!.1.4_1�3•� PROFILE HOLE #1 0 TO 1.5 FEET TOPSOIL 1_5 TO 4 FEET SILT, SLIGHTLY CLAYEY 4 TO 6 FEET LIGHT BROWN, SANDY, CALCAREOUS, SUGHTL Y CLAVEY SILT AT 6 FEET ANGULAR SANDSTONE ROCK FRAGMENTS OF COBBLE AND BOULDER SIZE NO GROUND WATER ENCOUNTERED TYPE 3, <35% ROCK>2MM, SIL TY CLAY LOAM LTAR = 0.35GPD/SF 1----33"-I INVERf PROFILE HOLE #2. 0 TO 1.5 FEET TOPSOIL 1.5 TO 4 FEET SILT, SLIGHTLY CLAYEY WITH ROOTS 4 TO 6 FEET LIGHT BROWN, SANDY, CALCAREOUS SLIGHTLY CLAYEY SILT AT 6 FEET ANGULAR SANDSTONE ROCK FRAGMENTS OF COBBLE AND BOULDER SIZE NO GROUND WATER ENCOUNTERED TYPE 3, <35% ROCK>2MM, SIL TY CLAY LOAM L TAR= Q_35GPD/SF SOIL SAMPLES FROM BOTH PROFILE HOLES AT 4 FEET SOIL TYPE 3, SILTY CLAY LOAM -GRAVITY SYSTEM DESIGN CALCULATIONS FROM TABLE 6.2 FOR FACTORIES AND PLANTS, EXCLUSIVE OF INDUSTRIAL WASTEWATER, PER EMPLOYEE PER 8-HOUR SHIFT WITHOUT SHOWERS "' 20GPD MAXIMUM DAILY FLOW ::: QMAX Qmax = 30 EMPLOYEES X 20 GALLONS/PERSON/SHIFT (ONE SHIFT PER DAY) QMAX = 600 GPO SEPTIC TANK V"" QMAX/24HRS X 30 HRS V = 600/24X30 = 750 GALLONS USE A MINIMUM OF 1000 GALLONS, TWO-COMPARTMENTS, CON CRETE SEPTIC TANK WITH AN EFFLUENT FILTER BY VALLEY PRE CAST ABSORPTION AREA BASED ON APPLJCATION RATE FOR SECONDARY SAND: A"' 600GPD/0.35GPD/S.F. A= 1714S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITH AN ALLOVVED 30 PERCENT REDUCTION IN THE ABSORPTION AREA Aadjusted"" 1200 S.F. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER"" 12 SF USE 100 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS 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 LEVEL3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE ANO ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE.4.EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIALHEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZEDACCESS5.THE SEPTIC TANK AND All THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TOSCHEDULING AN INSPECTION.6.THE TRENCHES WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED LEVEL, ALONGTHE CONTOUR.7.EXCAVATE THREE (3) FEET WIDE TRENCHES8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TOELIMINATE SMEARING. 9.ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCH CONFIGURATIONACCORDING TO THE MANUFACTURERS RECOMMENDATIONS 10.BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SllE SOIL FOR PROPER SUPPORT.11.THE BACKFILL OVER THE STA VVILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOILTREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.12 AVOID VEHICLE TRAFFIC OVER THE SYSTEM 13.ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYENVIRONMENTAL HEAL TH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .14.FOR THE INSPECTION OF THE SEPTIC SYSTEM -NOTIFY THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF48�HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE ANINSPECTION. � w IC/) 1-z w � l- 0:: l-o:: w I- � w IC/) � wI--CJ) z 0 Cl 0c3 Cl � £2 l<:'. 0 L1J -' L1J 0 � (.) (.) -� i::=:::J zCl) ::::) a. 0>- (.) C!>w,._ -' "' (!) � <( :;:: w 0 c::: w N lo 0... J: 0 z � 1-z 1-- >ID z 0 fa. � (.) Cl) L1J Cl L1J c:i z UPPER BENCH DRAWN BY· LP. CHECKED BY: LP. PROJECT NO.'. 19-3324 DATE MARCH 18, 2021 DRAWING NO.: 19-3324OWTS-Upper.DWG SHEET: OWTS-UPPER DESIGN CALCULATIONSFROM TABLE 6.2 FOR FACTORIES AND PLANTS, EXCLUSIVE OF INDUSTRIAL WASTEWATER, PEREMPLOYEE PER 8-HOUR SHIFT WITHOUT SHOWERS = 20GPDMAXIMUM DAILY FLOW = QMAXQmax = 30 EMPLOYEES X 20 GALLONS/PERSON/SHIFT (ONE SHIFT PER DAY)QMAX = 600 GPDSEPTIC TANKV = QMAX/24HRS X 48 HRSV = 600/24X48 = 1200 GALLONSUSE A MINIMUM OF 1250 GALLONS, TWO-COMPARTMENTS, CONCRETE SEPTIC TANK WITH ANEFFLUENT FILTER BY VALLEY PRECASTABSORPTION AREABASED ON APPLICATION RATE:A = 600GPD/0.35GPD/S.F.A = 1714S.F.QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITHAN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREAAadjusted = 1200 S.F.SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.USE 100 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS AS SHOWN ON THE PLAN.SOIL SAMPLES FROM BOTH PROFILE HOLES AT 4 FEETSOIL TYPE 3, SILTY CLAY LOAM - GRAVITY SYSTEMPROFILE HOLE #10 TO 1.5 FEET TOPSOIL1.5 TO 4 FEET SILT, SLIGHTLY CLAYEY4 TO 6 FEET LIGHT BROWN, SANDY,CALCAREOUS, SLIGHTLY CLAYEY SILTAT 6 FEET ANGULAR SANDSTONE ROCKFRAGMENTS OF COBBLE AND BOULDER SIZENO GROUND WATER ENCOUNTEREDTYPE 3, <35% ROCK>2MM, SILTY CLAY LOAMLTAR = 0.35GPD/SFPROFILE HOLE #20 TO 1.5 FEET TOPSOIL1.5 TO 4 FEET SILT, SLIGHTLY CLAYEY WITHROOTS4 TO 6 FEET LIGHT BROWN, SANDY,CALCAREOUS SLIGHTLY CLAYEY SILTAT 6 FEET ANGULAR SANDSTONE ROCKFRAGMENTS OF COBBLE AND BOULDER SIZENO GROUND WATER ENCOUNTEREDTYPE 3, <35% ROCK>2MM, SILTY CLAY LOAMLTAR = 0.35GPD/SFEXISTINGBUILDING CLEANOUTPROPOSEDINVin=8101.84'OWTS X-SECTION SKETCHN.T.SABOUT 53 FEET OF 4-INCH SDR35PVC TRANSPORT (EFFLUENT LINE)EL=8106.5'INVout=8101.6'PROPOSEDINVout =8104.5'LOWEST FLOOREL=8107'~133 FEET OF 4-INCHDIAM. SDR35 PVC,BUILDING SEWER LINEGROUND ELEVATIONVARIES FROM ~8104' ONTHE FIRST ROW TO 8099' ONTHE LAST ROW OF THE STAGROUND ELEVATION~8106.5'Risers to Grade13"36"TRENCH4" PVCESTABLISH VEGETATIVE COVERNATIVE BACKFILL (TYP.)CONNECT AT ENDOF CHAMBER ROWBOTTOM OF TRENCHELEVATION PERCOUNTY PERMITINLET AT 8"SIDE PORTFROM SEPTICTANKTO NEXTTRENCHPROPOSEDINVin=8100.5'4.63694.37694"5"10.83335.66674.11491.58751.57481.5494Survey by:Ted Archibeque, PLSArchibeque Land Consulting, LtdProfessional Land Surveying & Mapping12"48"INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATION(NOT TO SCALE)PRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEW53"SIDE VIEWEND VIEW34"33"18"8" INVERTQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORT13"EXISTINGFENCEMAXIMUM BURRY DEPTH 4FEET ABOVE TOP OF TANKABOUT 53 FEET, 4-INCHDIAMETER, SDR35 PVC,EFFLUENT LINEINVout=8104.5'INVin=8101.84'PROFILEHOLE - 1QUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)INSPECTION PORTS IN THE END CAP OF THEFIRST AND LAST INFILTRATOR CHAMBER OFEACH ROW LOCATED IN THE OPENINGOPPOSITE FROM THE INLET/OUTLET PIPESNUMBER OF INFILTRATORCHAMBERS PER ROWSERIAL DISTRIBUTION,4-INCH DIAMETER,SDR35 PVC (TYPICAL)PROFILEHOLE - 2254'WELLWWWWWWWWWWWWWWWWWWWWWWWW25254'1250 GALLONS, TWO-COMPARTMENTS,CONCRETE SEPTIC TANK BY VALLEYPRECAST WITH AN EFFLUENT FILTER INTHE SECOND COMPARTMENTASSUMEDFLOOREL=8107'~133', 4-INCH DIAMETER, SDR35 PVC,BUILDING SEWER LINE AT 2% SLOPECLEANOUTCLEANOUTINVout =8101.6'INVin=8100.5'118.4'4'25MINIMUM 10 FEETSEPARATIONBETWEEN SEWERAND WATER LINESTANKID13"36" TRENCHQUICK4 PLUS STANDARD CHAMBERSERIAL DISTRIBUTION TYPICAL DETAILSECTION VIEW(NOT TO SCALE)4" PVCESTABLISH VEGETATIVE COVERNATIVE BACKFILL (TYP.)CONNECT AT ENDOF CHAMBER ROWBOTTOM OF TRENCHELEVATION PERCOUNTY PERMITINLET AT 8"SIDE PORTFROM SEPTICTANKTO NEXTTRENCH4FT MINNOTES: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 SHALLEXTEND TO OR ABOVE FINAL GRADE.4. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIALHEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZEDACCESS.5.THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TOSCHEDULING AN INSPECTION.6. THE TRENCHES WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED LEVEL, ALONGTHE CONTOUR.7. EXCAVATE THREE (3) FEET WIDE TRENCHES8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TOELIMINATE SMEARING.9. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCH CONFIGURATIONACCORDING TO THE MANUFACTURERS RECOMMENDATIONS.10. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT.11. THE BACKFILL OVER THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOILTREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.12. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.13. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .14.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF48-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE ANINSPECTION.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.P.O. Box 724 Eagle, CO 81631Tel (970) 390-0307 www.LKPEngineering.comL.P.L.P.19-3324MARCH 18, 202119-3324OWTS-Upper.DWGOWTS-UPPER11157 GYPSUM CREEK ROADEAGLE COUNTY, COLORADOTNT RANCH - POT ZEROUPPER BENCHOWTS SITE -UPPER BENCHAREA MAP~ 1" = 1000'ONSITE WASTEWATER TREATMENT SYSTEML.P.CORRECT SEPTIC TANK SIZE4.12.20211.SEE REVISIONS BOX4-12-2021 12/23/21, 10:22 AM IMG_7197Effluent to 1st trench.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7201-2nd and 3rd trenches North.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7210-3rd and 4th South.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7213Fourth Tr.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7217Fourth North.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7221first and 2nd South.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7222First Trench.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:23 AM IMG_7223First to Tank.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_7227Cleanout before Fence.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_8064Filter.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_8130Tanks Both 1000gal.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_8133Tee.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_8134Tee out.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_8135Tank to tank.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:24 AM IMG_8136STA.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:25 AM IMG_8138STA.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 12/23/21, 10:25 AM IMG_8139Tanks.JPG https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1