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HomeMy WebLinkAbout28000 Hwy 6 - 194114300002INDIVIDUAL 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. ALTERATION PERMIT NO. 1970A-00 BP NO. M t - OWNER: U.S. POSTAL SERVICE PHONE: 303-364-5849 MAILING ADDRESS: C/O RMB CONSTRUCTION, LLC, 14102 EAST SMITH DRIVE #A, AURORA, CO 80011-2200 APPLICANT: LKP ENGINEERING, LUIZA PETROVSKA PHONE: 970-926-9088 SYSTEM LOCATION: 27974 HWY 6, WOLCOTT, CO 81655 TAX PARCEL NO 1941-232-00-015 LICENSED INSTALLER: SILVER TIP CONSTRUCTION, KEITH PEARSON LICENSE NO. 10-00 PHONE: 970-390-2913 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE: 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE NEW POST OFFICE EXISTING 1000 GALLON SEPTIC TANK, 372 SQUARE FEET OF ABSORPTION AREA VIA 12 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 4/19/00 WITH THE FOLLOWING CONDITIONS: PIPE THE BUILDING SEWER TO THE LARGE COMPARTMENT OF THE SEPTIC TANK USING ANGLES GREATER THAN 45 °, INSTALL A CLEAN OUT BETWEEN THE TANK AND THE NEW BUILDING, AND RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION OF THE SYSTEM. DO NOT BACK FILL ANY PORTION OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN APPROVED. ENVIRONMENTAL HEALTH APPROVAL: -7'-1ZLVrtW DATE: APRIL 27, 2000 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 2540-104, 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: 372 SQUARE FEET (VIA 12 INFILTRATOR UNITS ) -wsT,kLEEn-EXISTING CONCRETE TANK: 1000 GALLONS IS LOCATED DEGREES AND. FEET 6 INCHES FROM THE NORTH EAST CORNER OF THE RTTTT,T)TN[T' COMMENTS:ENGINEER'S FINAL CERTIFICATION AND AS-RTTTT,T DRAWING RECEIVED ON NOVEMBER 6, 2000 ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. fNj9g ,� -�------ ENVIRONMENTAL HEALTH APPROVAL��r{T DATE: November 7, 2000 Incomplete AppllcaLlons W111 Nuw ne Accepteu (Site Plan MUST be attached) ISDS Permit Building Permit # �-44- /���✓ APPLICATION FOR'INDIVIDUAL SEW E 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 $200.00 * * MAKE ALL REMITTANCE PAYABLE•. TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: -Po f)T�qL '5�E2U1 C;c GfO. MB C0115TPuCiIDP) LLC. MAILING ADDRESS: wz EN-ST S+kIIi� ,wive- �'A, 6eov-A iC-0 PHONE: 303-364-5b+(! so 0[1-z200 APPLICANT/CONTACT PERSON: LY-' P (:-N6l► ci Ee_ 0& juc. /Lu+ZA PHONE: q-70-1j2G g08L3 LICENSED SYSTEMS CONTRACTOR: SlLvtp-T%-j- C00S1euc�op, INc • PHONE: T70-�t0-2 916 I�E-A ?- sow COMPANY/DBA: ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION v"ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Aq qrl`� Legal Description: New TOS`T O i r 1 C Ey 5, } uj y 0, u,)OLCO i T C J g i65� Tax Parcel Number: �I ell `�- �t �V ` l �� Lot Size: Physical Address: 22 21 W) G 4wy �, Wm—coTT, C 0 8 (C 5 BUILDING TYPE:. (Check applicable category) ( ) Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms (>C) Commercial/Industrial* Type oST O F-F (CE TYPE OF WATER SUPPLY: (Check applicable category) (� Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems r.egjaire design by a Registered Professional Engineer Date: o SIGNATURE: ,2d "� ************************************************************************* AMOUNT PAID: ( ( �-- RECEIPT #: t � DATE: G� CHECK #: -,!'-i0la CASHIER: 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 November 7, 2000 U.S. Postal Service C/O RMB Construction, LLC 14102 East Smith Drive #A Aurora, CO 80011-2200 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1970A-00, Tax Parcel #1941-232-00-015. Property location: 27974 Hwy 6, Wolcott, CO., U.S. Post Office. To Whom it May Concern: 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 Date: April 27, 2000 EAGLE COUNTY, COLORADO TO: Silver Tip 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 Alteration Permit No. 1970-00. Tax Parcel # 1941-232-00-015; Property Location: 27974 Hiway 6, Wolcott, CO., new Wolcott Post Office Building. Enclosed is your ISDS Permit No. 1970-00. 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. Please note any special requirements that may have been added to the design by this department. 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. Your TCO will not be issued until our office receives this certification. 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. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Petrovska ­?--r_­ UU.-r., D?UD40DUO0 LKt' tNUlNLLKiNU 1NG PAGE 01/02 Noveinber 6, 2000 Mr. Lee McClure RMD Construction, LLC 14102 East Smith Drive, #A. .Aurora, CO 80I 11-2200 Dear Lee: ", Inspection of Septic System Installation Wolcott Post Office 27974 Highway 6, Wolcott Eagle County, Colorado Project No. 2059 - Permit No. 197i! 0 At the request of Keith Pearson of Silver Tip Construction, tin .May 5, October 6 November I, 2000, we visited the construction site for the Wolcott Post ()free , 27, and , 27974 Highway ,, Wolcott, Eagle County, Colorado. The purpose of our site visits was to observe the installation of fife septic system. They installed the system in overall compliance with the septic 2059SD.DWO, dated April 19, 2000, The system was installed as S wn on the atttem acnheda b awingilt No. The existing septic tank was corrected to the new leachfield as shown on the sketch. Twelve Standard Infiltrator Chambers were installed in two trenches. Each row 0f trenhes c contained six infiltrators. The infiltrators were connected with serial distribution. In the infiltrator of each t7rench, inspection parts were installed. Horizontal distance f xp�n cexttfier to center and lastof the trenches; was 12 feet. All piping was DR-35, 4-inch PVC_ The depth of the trenches was no more than 36 inches. If you have any questions, please do not hesitate to ca1I. Sincerely, LIB Englneeari i ,i4?" 9"' %% Luiza Peta'ovs )C� President F pv� ata CC; Ms. Laura Fawcett, Eagle Cout►ty Envirotunel tal I-fealth Division, fax: 328-0349 Lee McClure, RMB Construction, LLC, fax: 303-364-5887 C:VIOJFL1 e3\WeldoclWFDC)CSUosgp5r.WPp F.O. Box. 2837f hd%ards, Cvlwrad51632 = (970) 926-9088 Tel 0 '(970) 926-9089 Fax .If71 I_C—OMiM mr1k1 min. A-:?nM TM. r^r l I I ( U 0 1 .4 U UU r 0.- 40 7 tr_ lizOIJU01i LKr tNU1NttKlNU 1NU F'AUL uzl uz NEW WELL — GRAVEL PARKING L 0 T — EA9Sh� 1001J�CARLgv ecwcnCrL SEPTiCT6 ` /rFrlrrrlJJ//J/r/Jr/Jr ^� /^ I/rr f/r/rrr///rrJff; J! rrrr JJJJJr !/!rr J; IIrr JJlr r J. f/rJ{�� ..jjjj""/rr// ""�� ��%+'f/J/rJ fQ � ``••� /IrrJ/J//rJrIJIIIIr fr/I rFFFrr �b Y fJrrrrrJJJrrrlF r/IIrr/l Jrrrr //rrr �; // rrrlr/rJFrJ//JJr/r/rrr r/JJrrrrrrr//Irrr C,/rrr/rr/rr;;'''J��,�,,,rcccfrrr/r//rrrrrr//JJrJrA pirrlrr///J/rye I/rill///// Jrrl J rr 9fc'„o� J f Y3 rrrr rfflf J/rr/!/J/lrrf /IIrr) fl :/r.rJ./J/rrfi.F.:iirfrrrrrJ.Jrrrrrr/ J//rrrrrrr/IrrFr////ff;r,rfJrFrfiiii �� J4, 4—Inch diameter De> building sewer 4--in. diameter Cr4, 91 delivery pipe / 4. 24' / I/ AS -BUILT ERPVC SY+V d EU PR77-FCIVIL/GBOTECHNTCA L *MCOTT POST OFFICE SCL P .�'T�ginee.rlX g., Ine,�EAGL£ C7974 ,0 NTY, co�o`xR oarp' OA R0, Box 2837 Edwards, CO 81632 zi �°WPATRED £F?OFR;; i o kol (970) 025-908# Fox (970) 926-9069 �i��t7 +�J`tJ1YJ�T �! L �'![ �%11F C?4MFG NO,; 9 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Wolcott Post Office Eagle County, Colorado Project No.: 2059 Client: Lee McClure 114102 East Smith Drive 4A Aurora, Co 80011-2200 P-1 P-2 P-3 TIME/DEPTH 40" 38" 391 /2" 9:10 31-13/16" 5/16" 28-7/16" 13/16" 31-3/16° 10/16" 9:20 32-1/16" 4/16" 29-4/16" 13/16" 31-12/16" 9/16 9:30 32-3/16" 2/16" 30-1/16" 12/16" 32-7/16" 11/16 9:40 32-7/16" 4/16" 30-11/16" 10/16" 32-15/16" 8/16" 9:50 32-12/16" 5/16" 31-5/16" 10/16" 33-8/16" 9/16" 10:00 33" 4/16" 31-15/16" 10/16" 34" 8/16" 10:10 33-4/16" 4/16" 32-9/16" 10/16" 34-8/16" 8/16" PERC RATE 37 MIN/INCH 16 MIN/INCH 19 MIN/INCH AVG PERC: 24 MINUTES PER INCH Average Percolation Hole Diameter: 12 Inches Holes Dug and Presoaked: 4-16 -00 Test Run: 4-17-00 PROFILE HOLE: 0 to 1.5 feet Fill with roadbase and Topsoil 1.5 feet to 3 feet Brown, firm clay 3 feet to 8 feet Sandy Gravel with cobbles and boulders INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 BP- 10700 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1636 Please call for final inspection before covering any portion of installed system. OWNER: IT- S PoGtt21 S2rV1Ce PHONE: ('I0R) 294-40/45 MAILINGADDRESS: Terminal Annex 1501 Wynkoop Rm. #417cny: Denver State: CO ZIP: 80266-3001 APPLICANT: Charles G. Williams Construction Inc PHONE: 303) 922-8165 SYSTEMLOCATION: 27974 HWY 6, Wolcott, CO TAX PARCEL NUMBER: 1941-2 -00-01 LICENSED INSTALLER: Bob Vanderwalker LICENSE NO: 20-96 DESIGN ENGINEER OF SYSTEM: MTI GEO, INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 125 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install in serial dis rih11 ion in trenrbeg, qq ar t-nainnaar!c_rat:icion dat-arl August 26 1996 Engineer i ponsible for final inGnae-fiinn Building P�armit CO will not be issued un 'l septic syspem -is approved - 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 8" OF FINAL GRADE AND �s PROPER MATERIAL AND ASSEMBLY /1 YES _ NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: YES —NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVA DATE: Gl w 116 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK# Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO November 21, 1996 U.S. Postal Service Terminal Annex 1501 Wynkoop Room #417 Denver, CO 80266-3001 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit No. 1636-96, Tax Parcel #1941-232-00-015. Property location: 27974 Hwy.6, Wolcott, CO., Wolcott Post Office. Dear Post Master: 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 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files y McFall-Konkel & Kimball ' 7350 East Progress Place, Suite 100 Consulting Engineers, Inc. Englewood, CO 80111 A, e To: Ogy CC- eoy 0j-ry Company: off{--,,` , La u ra•W ce tf Rhone: 1­ 9 7 0 3 Z g- 97 Fax phone1: 1-- 9, 7a - 3 z F--7 i 85- CG: GJ-C,e �� N e H.l SoMP 3'G1a Fax Only C Original to follow by mail Date: Number of pages including cover sheet: Z From: Me yr A447w *^; Job Name: Le ola., 4 Av f e)j +'c, Job * L 12 Phone: (303) 721-6600 Fax phone:. (303) 721 -0200 REMARKS: ❑ Urgent .For your review ❑ Reply ASAP ❑ Please commem M Mechanical, Electrical, Environmental & Energy Consultants . a.ava.- .-I ... - ll1 --" i I C F A L L • k01kEL & k111$_1LL C018[LTI X G E1G11EER5,' I1C. Mechanical, Electrical. Em Ironmentat d Energy Cansultaaw November 20, 1996 Steve Newsome Chamberlin Architects 1752 Platte St., Suite 100 Denver, CO 80202 RE: USPO Wolcott Our Job No.: 9089 Dear Steve: On October 2, 1996 , Mont R. Hartman 11 visited the Wolcott Post Office site to review the septic system designed by our office. His report indicated that all items were in place per the drawings. The piping was partially buried with backfill to secure it in place. Mont was unable to confirm pipe type and pipe slope, however the system did appear to slope away from the building foundation. The concrete tank was a 750 gallon unit with impartments. The large compartment side was oriented so that it was the inlet side. The•ohambers were installed per the manufacturers specifications. The tank was located south of the foundation over five feet away from the foundation. The tank, lids were within W of the finished grade. The field was 125f with 3 disposal lines and 3 inspection portals. A cleanout was installed between the building and the tank and there is a 14' "T" in the inlet and outlet of the tank. The inlet and outlet were sealed properly. The field was 25' south of the foundation and was approximately 3' deep. The soil interface was raked and the system was installed in accordance with the ISDS setbacks. To the best of my knowledge, based on the observation report I received from Mont Hartman, the septic system was constructed in general conformance with the plans and specifications and in my professional opinion, is in compliance with local codes. Please call if you have any questions or comments. Very truly yours, William R. Kimball, P.E. Senior Consultant MRH/jel 7350 Fast I'm9ress Place. Suite 100 300 Fast 18th Street 1140 Hammond UrIve, Suite 114135 F:nalewood. Colorado 80111 Che+n6e. Wyoming 82001.4618 ttianta. Ct:o *30328 (303) 72t-6CM• Fax 603) 7210200 (307) 634-7647• Fax 607) 638.6094 1770) 393-1—M - Fax 1770)393.13N J1jN-14-9E. FF-'I 1 0 : 1 0 (Site Plan MUST be attached) P . 0 '2 ISDS Permit # ^--66-3k--f-- 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: US Postal Service PHONE- � 30 94-4045 MAILING ADDRESS: Terminal Annex 1501 •Wyn oop eri er, CO 802 - -- APPLICANT/CONTACT PERSON: Charles G. Williams Const., Inc. PHONE: d03 922-8165 MAILING ADDRESS: 424 S. Federal Denver, CO 80 19-- LICENSED ISDS CONTRACTOR: PHONE: COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: (x) New Installation ( ) Alteration ( ) Repair - LOCATION OF PROPOSED InnNDIVInnDUAL SEWAGE DISPOSAL SYSTEM: Building P,�-rmit known) Legal Description: Subdivision: See attached Filing:3;_'Lot Block:_LLot No. Tax Parcel Number: J � q- 4�4_ 4 Size: -- Street Address: 27974 Highway 6 Wolcott, CO 81655-9998 BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family ( ) Residential%Multi-Family* (x) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) (x ) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Number of Bedrooms ................... Number of Bedrooms Type *These systems require desi y a Registered Professional Engineer SIGNATURE: _ � Date • 7/31/96 *�c*�k*�:�kk�t�k T� *�c*-k�Fitir*-k*�k�t'Jr�k•1r�c�c%icic-k7�r**�:it•k�It***�***is�t******at*�t�k**�l•�F*•**is•****�5• TO BE COMPLETE BY (510 COUNTY AMOUNT PAID: RECEIPT #: ` 3 5S� DATE:: �\ CHECK #: _� CASHIER: - ELF VA TIONS ASSUMED W/100.0U C.UV _IKALS�- A! AS SHOWN NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVE'f WITHIN THREE '1EARS AFTER YOU FIRST DISCOVER SUCH s DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. .-ER TIFICA TION MAX E. MORRI S _ER TIFY THA T THIS PLA T iS PREPARED FROM FIELD .NOTES OF A CURVE'.MADE UNDER .MY SvPERVISiON /N OCTOBER 1995. COLO. REC. PROF. LAND SURVEYOR L.S. 613 LEGAL OESCRIP TION GOVERNMENT LOT h IN SECTION 14. TOWNSHIP 4 SOUTH, RANGE 83 WEST, OF THE C TH PRINCIPAL MERIDIAN BEING ADDITIONALLY DESCRIBED AS FOLLOWS.:. BEGINNING AT API OF GOVT. LOT 6. SECTION 14. T4S, R83W, 6TH P.M. A BRASS CAP =1 'UNO !N PLACE AND CONSIDERING THE WEST LINE of GOVT. L 0 T o. SEC. 74. T +S. R83W. o TH P. M. TO BEAR NOOO 1 '00 "W AND ALL BEARINGS CONTAINED HEREIN TO BE RELATIVE THERETO; THENCE 533°10'01 "E 701.22 FEET ALONG THE RIGHT OF WAY FOR U.S. HIGHWAY 6 & 50, ALSO BEiNG THE EAST LINE OF SAID GOVT. LOT 6 TO AP3, LOT 6; THENCE S89 44'28"W 381.57 FEET ALONG THE SOUTH LINE OF GOVT. LOT 6 TO CORNET? NO. ? OF GOVT LOT 6; THENCE N0001�2 00"W 588.70 FEET ALONG THE WEST LINE OF GOVT. LOT 6 TO THE POINT OF BEGINNING. Ju I - 31 - Jb u-:5 : 4+1 t- t.namoer i in Hrcn i t_ec us .3v � Z:)o i �ovcj M0 P ,T ost_„. GEOTECHNICAL ENGINEERING I ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING AND INSPECTION December 15, 1995 Mr. Kelvin Doss Mc Fall-Konkle & Kimball Consulting Engi.t 7350 East Progress, Suite 100 Englewood, Colorado 80111 r . v i PHONE.(970) 945-7786 FAX (970) 945-77793 Subject: Results of Percolation Tests, U.S. Post Office, 27974 Highway 6. Wolcott, Colorado Job No. G,95 175 Dear Mr. Doss: In accordance with your request, MITI GEO has performed percolation testing for the proposed leach field at the U. S. Post Office in the Town of Wolcott, Eagle County, Colorado. On December 9, 1995, three trenches (P-1, P-2, and P-3) were excavated to approximately three and one-half feet below the existing ground surface (bgs) for percolation testing. A 6-inch-diameter y 11- to 13-inch-deep test hole was excavated in the bottom of each of the three trenches. The percolation te!es were rMed witn water and ahowed to presaturate. An - foot -deep profile trench T-1) was also excavated on December 9, 1995, in the center of the proposed leach ie location. The soil profile was described by MTI O field personnel. The locations of the percolation trenches and the profile trench are shown on Figure 1. Figure 2 shows the lithologic log of the profile trench. Each of the three percolation test holes were filled with water on December 11, 1995, and percolation readings were measured for a minimum of two hours in each test hole. The results of the percolation testing for percolation trenches P-1, P-2, and P-3 are summarized in Table 1. An average of the last three test readings was calculated to determine the percolation rate in each test hole. Percolation rates were 22 minutes per inch in percolation trenches P-1 and P-2. Trenches P-1 a d P-2 were located approximately 15 feet east and west of the proposed leach field, respectively. The percolation rate was 67 minutes per inch for percolation trench P-3, w Ech was to d approx ma ely 15 feet northwest of the roposed leach field location_ The test hole in trench P-3-h—ad several cobbles expose which may have caused the high percolation rate. The averaze_=rcolation fhbproposed leach field is 37 minutes per inch. Ho ver, we believe that the rates measured in trenches P-1 and P-2 are more likely representative o e proposed leach field area. Therefore we recommend that system design be based on a percolation rate of 22-25 minutes/inch. Based on the percolation test results, the area t st�ppears to be suitable for the support of_astandard infiltration type septic disposal system. 5080 Road 154 - Glenwood Springs - Colorado - 81601 Jul-31-96 03:41P Chamber I in Hrcnizecz.s .3U3 col �oov Mr. Kelvin Doss December 15, 1995 Wolcott U. S. Post Office Page 2 If you have any questions regarding our observations or testing, please call. Sincerely, MTI GEO ;^ r , r Shirley Adams -Lowe Reviewed by: Fred Cameron Construction Materials Manager f V L p0 REQ,s �- 29666 t � Stan Helenschmidt, P. E. Managing Principal Attachments Figure 1 - Percolation Test Locations Figure 2 - Log of Profile Trench Table 1 - Summary of Percolation Test Results .JU 1-.51-70 %JJ-�+1.r- L-I IQn wCr . .'' — t I I I -- ✓-- ✓v- ✓--- r- .v✓ i APPROXIMATE SCALE 1"=30' / I T - PROFILE TRENCH ' 1 P - PERCOLATION TEST I t I / eb ► . i / I / / I � I ` I o I I I L I SEPTIC i PROPOSED LEA(#H FIELD I s AP-1 ) T-1 / P-3 P-2 1 I s uj o U- I i I I I I I I I .-y_tom- _ — - � .-.-�' —- I 1 +I I 1 GOS175 I rvl T i GEO (PERCOLATION TEST MAP f Fig. 1 PROJECT NO. G95 175 T I LOG OF PROFILE TRENCH. T-1 N 1 15 2 25 DATE EXCAVATED: December 9, 1995 EXCAVATION COMPANY: Ewing Excavating EXCAVATED BY: John Deer 580 Backhoe LOGGED BY: Fred Cameron Sample Typcs 0 Californla Split Spoon m Bulk Summary of Subsurface Conditions Tbpsoil: may, firm, moist, dark gray, minor amounts of -3/8 inch Ff--- gravel surfacing material. ' ;: • C ay (CL): firm, moist to very �:. moist, dark gray, slightly sandy. Gravel (GP -GC): dense to very —\ dense, moist, orange brown to brown, cobbles and occasional boulders, slightly clayey to sandy B.O.H. = 8.5 feet Note: Three percolation pits excavated to 3.5 feet with back - hoe in clay. Percolation test holes were hand excavated 1.0 foot deep x 10 - 12 inches diameter in gravel in base of pits. G95 175 WOLCOTT POST OFFICE Figure JU I-31-moo vJ .-iicxajiLJ r i i i i r F L I I I Ua W a E-+ W N z H 0 I.n W Ei t7 F U z W W a 0 h 0 r_,I �I '!I +oI u I'II NI'!I'!I Q1 1�I `°I `°I LiI'i 4I °°I MiVI-9-ILA Ln (" MI-I"I-Zi IM1 I�i�I�I INiml�l� NI MI lei �I �I NI MI Mi -e I N I M T I LA 1-4 N I N M I 'T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rN rti N PJ N — rN r-1 'r ra rti 14 N N N }z. Y a a Li N ry m m A SC` � .N. aLi aLi N N .� La. IL - IL Q JU 1—J1—�v ---- —I a,..u...vc. . ... r-.. ...... . a. c........n ...-- -- ---- '. PIS en - OC O O O to W Q ,, .. LU F.. 3c:U3 ,y W L � N N •Y N N N N ^t e 61 l0 M to .. V N N N N M M M fl i W .O In M LA rl N N N N M M M M 'r ac,:c w r o r1 0 .1 0 r-r 0 0 0 0 0 0 0 .Gm L}Jr. U U 2 WALL • KONXEL & KIMBALL CONSOLTIN6 ENGINEERS, INC. HcchankMI, Elactrla31. Env!rammmatal & Encrey Coosultuts LISPS Wolcott P.O. Septic Leach Field Calculations MILK Job # 9089 September 5, 1996 Reference: Eagle County Land Use Regulations Chapter IV, Paragraph 4.08.01 A=Q/SXV WHERE. A = AREA OF ABSORPTION IN SQUARE FEET 0 = QUANTITY OF SEWAGE IN GALLONS/DAY T = PERCOLATION PATE IN MINUTES/INCH Q=100 T = 23.5 A = 100/5 23.5 A=20x4.85 A = 96.95 SQUARE FEET, ROUND UP TO 125 QUARE FEET 7350 East ftgre s Plaw, SAO 100 500 East 18th Street 1140 Hammond l)r1ce, Suite a4M KuglewM. Colorado 50111 Cheyenne, MWWng 82001-4618 A Vann. Georgia 30328 (300) 721-66M - Fax (303) 721.0200 (307) 634.7847 • Fax (307) 638•6094 (770) 393.1220 • Fax (770) 301332 C H A M B E R L I N A R C H I T E C T S TRANSMITTAL T0: A1rJC `rt' DATE: 'Z-9 At& 9(0 PROJECT: W©l.G� j WE TRANSMIT: ( ) herewith ( ) as requested FOR YOUR: ( approval ( ) use THE FOLLOWING: C ies Item Drawings M Specifications Product Literature Submittals Samples Field Report Cost Estimate REMARKS ( ) by overnight delivery ( by U.S. Mail ( ) review and comment ( ) distribution to parties ARCHITECT'S PROJECT NO. U(,qqpS4— If enclosures are not as noted, please inform us immediately ( ) Acknowledge receipt of enclosures ( ) Return enclosures to us ( ) by FAX ( ) hand delivered ( ) records ( ) information Date C ies Item Date Contract Addendum No. Change Order No. Pay Application No. Proposal Request No. Computer Disk Copies To: (with enclosures) CHAMBERLIN ARCHITECTS, P.C. 1 BY: 'Gi-byo )vl)r�;Vv° (1 A P R O F E S S 1 O N A L C O R P O R A T 1 O N 437 MAIN STREET 1820 PLATTE STREET GRAND JUNCTION, CO 81501-2511 DENVER, CO 8=2-1036 TELEPHONE 970/242-6804 TELEPHONE 303/561-3002 FAX 970/245-4303 FAX 303/561-3866 Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: September 11, 1996 TO: Vanderwalker CoAruction Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1636-96. Tax Parcel # 1941-232-00-015. Property Location: 27974 Hiway 6, Wolcott, CO., Wolcott Post Office Property. Enclosed is your ISDS Permit No. 1636-96. 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. 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. Your TCO will not be issued until our office receives this certification. 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 McFall-Konkel & Kimball Consulting Engineers, Inc., Andy Landt VFf VCJ/ UV lIIlI A.Q r 6v rn:a V V V / a1 V&V V u14.8'nLL aaV Ll aaai a.nw all LlLaa.as LJ McFall-Kcnkei & Kimball 7 350 East Progress Place, Suite 100 Consulting 5nigineers, Inc. En2lewcod, CO 80111 To:ca-- Com an uvA Phone: 22�z--Sn- Fax phone: co: .:ax Only - Original to follow by maii Date: Nz& Number of pages including cover sheet From: Job NameC. Job * l ai Phone: (303) 721-6600 Fax phone: (303) 721-0200 REMARKS: Urgent Ar"'Forvour review Reply ASAP Pl=e comment I ... Mechanical. Eiectrical. Environmental & Energy Gonsuitanis E C H A M A R C H Ms. Laura Fawcett Eagle County Environmental Health P.O. Box 179 Eagle, Colorado 81631 RE: Wolcott Main Post Office B E R L I N I T E C T S 12 August, 1996 Dear Laura, Per our phone conversation today, I am writing this letter to state that the new Post Office in Wolcott will house one employee. There will be no public restroom. The septic tank and leach field has been designed based on one employee in the building during the normal hours of operation. If any additional information is needed, please do not hesitate to call Sincerely, CHAMBERLIN ARCHITECTS, P.C. Stephen C. Newsom, AIA A P R O F E S S 1 O N A L C O R P O R A T 1 O N 1820 PLATTE STREET DENVER, COLORADO 80202-1036 TELEPHONE: (303) 561-3002 FAX: (303) 561-3866 1636-96 Tax # 1941-232-00-015 1970A-00 Tax #1941-232-00-015 )5 P �jJj JOB NAME Lot#6, Sec 14,T4S,R83W 27974 Hwy 6 U.S. POSTAL .JOB NO. t 6 / v 0 27974 HWY 6 WOLCOTT POST OFF. Wolcott SERVICE TnTolcott� CO_ B LOCATION 1 STARTEDDATE DATE COMPLETED ■• TE BILLED NO/ �i �.. FA ��' 10mom- 1 �fflK• /_ 1 r �Ir -d t ilm ,, pf I "ING, ml --D 17 NINON +� � I ♦ w- �.11s�l I ' TO —Virg III ON ♦ J 1 �.tt ;fi Ij,.•nJ �� • J / I WN JOB COST SUMMARY TOTAL SELLING mW ' i 1AFE-2, /TOTAL MATERIAL ■j fir- -1 � . i���G l ��� �_ TOTALji _•- -■ -� -■ IN emu.... �MISC. COSTSOrd NIZA SINE'. TOTAL JOB COST MINE I GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE OR ml, NET PROFIT — JOB FOLDER Product 278 ®p NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA e471 JOB FOLDER 'I/c:�NV Printed in U.S.A. u q,u � _ lock 372 -to Funny 0A - . taD4Q , wLdr , U 1,-- 40 U.S. HIGH WA Y 6 i f - - I i GRAPHIC SCALE ( IN FEET ) 1 inch - 10 ft 36 • MAXIMUM 90• ELBOW GROUND SURFACE r - _ DETAIL A - A N. T.S. { Lr SOIL PROFILE Q Z Q C QL // f / / / / - . / - /- ,/ i /- / / / - ,' , / / / r / / / / _ - - - -_ - t - O ` �+ - _ QL _- O _ Y PROFILE" HOLE f i u i f - ,'/, // f. if %; %%; if//; %f/.%/,�%f/ff 0 to 1.5feetFill with 3 jO 11 OI I 1 _-i' f ! i / f .' / i0adbaSe and Topsoil 1.5 to J feet Brown, firm clay C� 4 -j EXISTING BUILDING ' f / `---J`--J i i i / / / / / 3 to . 8 feet Sandy Gravel with. / /TO BE"DEMOUSHEO/ i % ; / I I I /!/% fi / ///// / / // ,'f f;' cobbles and -boulders PROPOSEDSUILD/NG''f / //'//./I ,// 90• ELBOW INFILTRATOR CHAMBER \ NOTES:• { 1. The buildingsewer line from the house to the septic tank shall have a maximum slope of 1 4 inch per P P P ��a�"„'�'rn'�,�1n,,,,� pU R �G/ ��•, _ foot. Bends in the building sewer shall be limited to 45 degrees. _ - �N�`` _ moo`` Q��'.••••••••:f1'�% O : pETq •. F '� 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 O •9 `y.'��9-19'-00�' •F = _ 3 'y 12' inches of the finished grade, for inspection and cleaning. _�; 29526 ;�= J. Excavate three (3) feet wide trenches. The horizontal cistance from sidewall to sidewall _between the ' .• f %�y ! trenches shall be a minimum of six 6 feet.%,,, s/ 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. STANDARD INFILTRATOR 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufocturers,- recommendations. DRAWN Bri _ L.P. 6. Backfill the sidewall area with native on -site sal for proper support. CHECKM Br. " L.P. 7. Bockfill the trenches with _ a minimum of 12 inches -of of tamped soil cover. PROxcrNO. 2059 _= - - 8. - Avoid vehicle traffic over the system. _ NO7E THE SITE PLAN WAS DIGITIZED FROM A SK£1W PLANr - PRONDED BY THE CUENT. _ 9. All installations sho/1 meet the rules and regulations of the Eagle County Environmental Health'Divls%on; _ i - DATE• _`04-19--20d0 - THE PERCOLATION HOLES AND THE PROfTLENOL� WERE Chapter 4, Individual Sewage Disposal Systems. -_ :- PACED FROM THE EXISTING FENCES = - _ oRAWrNG as '2059SD.DWG D 10.. The Septic System Installation_ shall be inspected. by the Design Engineer prior to bockfrlhng. 1- t?f'_ i n "� If - l -! a k r - .0 2Jn+1 1 n zW R _ :.If:, �+ i - 1 Za f i U ±i � •i R i , I is ! I i ildfll t•1I t 4 [ - Jill!1 - i 1' ! at p [ jW f F ' Y , t I ' TWO , ! 1 hi It. 1 - y 1 Allot, I ' I II' - _ - J{ 1llV{.. {../� V V - Lrr-U tJ • •i • i i . Iry �i • ... s �... .. . �.. v.v .... r...... . . - - - - M Ell Pmpuz ?tao4 Su i a• ' a SITE PLAN _ M 722-&5Q4 1 • - - - - S:J�.E pRA.wa CHECKED ArPR4vE0 �Tc 'E ,i•n I AS ' _ _ (,, t Gd 28 9S SHEET. )OC frF .Xx