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HomeMy WebLinkAbout114 Yale Ct - 211120101015INDIVIDUAL 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. 2254-03 BUILDING PERMIT NO. 14763 OWNER: CARLA AND SYLVAIN COTE PHONE: 970-524-8559 MAILING ADDRESS: P.O. BOX 377, GYPSUM, CO 81637 APPLICANT: SAME PHONE: SYSTEM LOCATION: 114 YALE CT., GYPSUM, CO TAX PARCEL NO. 2111-201-01-015 LICENSED INSTALLER: VANDERWALKER CONSTRUCTION, BOB VANDERWALKER LICENSE NO. 8/03 PHONE: 970-904-0670 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK, 1984 SQUARE FT OF ABSORPTION AREA CREDIT, VIA 64 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 1/29/03, WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS. DO NOT INSTALL IN WET WEA- THER, AND BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: VICTOR CROCCO DATE: FEBRUARY 25, 2003 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1984 SQUARE FEET (VIA 64 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED 320 DEGREES AND 14 FEET 2 INCHES FROM THE CLEAN -OUT ON THE NORTH SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON 4/11/03. THE ENGINEER'S FINAL CERTIFICATION AND AS BUILT DRAWING WERE RECEIVED ON 4/21/03. THIS SYSTEM IS ONLY LARGE ENOUGH TO ACCOMMODATE A FOUR BEDROOM RESIDENCE. ANY FUTURE REMODELING THAT ADDS BEDROOMS WILL NECESSITATE ALTERATION OF THE SEPTIC SYSTEM ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL L1� Q. CL to DATE: APRIL 30, 2003 Inbomplete Applications Will NOT Be Accepted (S to -, Plan MUST be attached) ISDS Permit # q --6.5 Building Permit # 14/ '2& 3 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El 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: MAILING ADDRESS: 7% PHONE %�(ar iv1,l f�;) / APPLICANT/CONTACT PERSON: (jr/p PHONE: Y -LICENSED SYSTEMS CONTRACTOR: a 1 lU✓G' l Vl �� PHONE :90 - - 7 COMPANY/DBA :'/� �i 11 �� ��i�JS1 1(�%fl(DDRESS : *************************************************************************** PERMIT APPLICATION IS FOR:,)<rNEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: Cal Ir--)-rilni ()L'; Lot Size: 7', 6-71 �• Physical Address: BUILDING TYPE: (Check applicable category) 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: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (� Public. Name S ier: -T(-A n �---4j & yn APPLICAANT SIGNATURE: Date: AMOUNT PAID: 35�% RECEIPT DATE: V� 03 CHECK #: CASHIER: zj- 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 May 1, 2003 Carla and Sylvain Cote P.O. Box 377 Gypsum, CO 81637 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #2254-03, Tax Parcel #2111-201-01-015. Property location: 114 Yale Court, Gypsum, CO. Dear Mr. & Mrs. Cote: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 VTf GLf vLVVJ crt!.-ram �ru�co�uo� a Engineering, Inc. CW TUGEOTE,CKMCAL April 20, 2003 L_Nr GIY4_7114GGIC 11Y47 11Y11 rmut u1 f Jl Carla & Sylvain cote RE: tanspecdon. of Septic System Ustallation Gate Siding, Inc. Lot 22, Hardscrabblc Subdivision P.0. Box 377 114 Yale Court, Gypsum, Gypsum, CO 816.37 Eagle County, Colorado Project No. 03013 - ISM Permit No. 2254-03 Dear Carla & 5ylvain: At the request of Bob Vanderwalker on April 11, 2002, we visited the construction site on Lot 22, Hardscrabble Subdivision, 114 Yale Court, Gypsum, Ea.gie County, Colorado. The purpose of our site visit was to inspect the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 03013SD.DWG, dated ,January 29, 2003, as shown on the attached as -built sketch_ They installed a 1500- gallon, two compartments, a precast, concrete septic tank, from Grand Junction Pipe. The septic tank had concrete baffles. ,A, clea:nout was installed between the house and the septic tank. Sixty-four, Standard Infiltrator Chambers were installed in five trenches with 12 infiltrators in each of the first three trenches, and 14 infiltrators in each of the last two trenches. The infiltrators were connected with serial distribution. in the first and last infiltrator of each trench, inspection ports were installed. The effluent line was 4-inch SDR. 35 PVC. Also, a percolation test was done to verify the assumed pert rate of 40 mpi, used in the design. The percolation test results are attacked to this report. The tested pere rate was 35mpi. Changes were not made in the installation. If you have any questions, please do not hesitate to call. Sincerely, 6.71Ynp Q, h A,fi LF Engineering, �s uiza Petrovska, A. o President.+®_ 4 a° Enclosure cc: Mrs. Laura Fawcett, Eagle County Environmental Health Department, fax.: 328-0349 CAWP1O-LKP103013osimpd P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax ^MM-n4-nMM-.7 M M k 1 rw6. -n='nM TM. GFs(`I C (111 II. ITV =k II I LJCFH TLJ onr2c,- 'I --•r --,-- - -r J J (S.l JtV J44J J L-r\r GI`IUIIYGG,CIIYU 111Lr r'FiUG UZ LIB' ENGINEERING, INC. P.C. Box 2837 Edwards, CO 81632-2837 (970)926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Sylvan Cote Cate Siding P.O. Box 377 Gypsum, CO 81637 Project No.: 03013 Location: Lot 22, $ardscrAble Creelk 114 Yale Court Eagle County, Colorado TIMEIDEPTH P-1 2Q-8/16„ P-2 1911 P-3 19-4/16„ 9 am 6.7/16" 5-3/16" 5-1J16" 9:10am 7-9/16" 1-2/16" 6-3/16" 111 6-14116" 1-13/16" 9:20wn 9-2/1611 911611 7-2/161, 9/16" 7-15/16" 1-11161, 9:30am 8-9/161, 7/16" 7-4/161, 2116" 8-131161, 14/16" 9:40am 9-3116" 101161, 7-11/161, 7/16t1 9-9/16" 12/1611 9.50am 9-9/1611 511617 8-2/161, 7/16'1r' 10-2/1611 9/16" 10 aw 9-151161, 7/16" 8-8/16" 6/16" 10-11/16 9/16" 10:10am 10:20am 10:30am 10:40am 10-6/16" 10-10/161, 11-611611 11-1011671 7/16" 4/161, 611611 4/16,, 8-15/16" 9-4/1611 9-9/16" i 9-14/1611 7/16" 51161, 5116" 5/161' 11-4/16" 11-13/161, 12-5/16" 12-14/16f1 9/16" 9/16" 8/1611 9/16" 10:50am 11 11:1021m .11-13116}1 12-1/16" 12-511611 3/161, 4/161, 4/161, 10.311611 10-8/16" 10-1211611 5/1611 5/161, 4/161' 13-4/16" 13-10/161, 1411 6/16" 6/1611 6/16" PER+C RATE A'VG PERC 44 MIN/INCH 34 MINANCH 27 MIN/INCH 35 MRZ Average Percolation. Mole Diameter: 9.5 Inches Holes Dug and Presoaked_ March 13, 2003 Test Ruzx. March 14, 2003 Sail Profile: 0 - V- Topsoil V - 8'- Reddish brown, sandy silt No ground water encountered Profile hole bogged on January 22, 2003• By: Kiril Petrovski ndd_71 -OMM7 P nKI rRO. 770FA Tr) -=lf'I C i-nI IKrrV Chll l U=nl -rU One=,• 0 ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH -OWNER: S o-vC o •� e S -PHSYSICAL ADDRESS: LEGAL DESCRIPTION: lot �- , C �/ c is A r c i-x MAILING ADDRESS: TYPE OF DWELLING: TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE n� mmmm mmmmmmmm i immmm mmmmm TIME TO DROP LAST INCH: PERC RATE: ��600 �-� Z b 4 5� a oN �.S a YJ(J(�c ti�w MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: i , 2 $O L ENVIRONMENTAL HEALTH SPECIALIST DATE 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: February 26, 2003 TO: Vanderwalker Construction Raymond P. Merry, REHS Director FROM: Eagle County Department of Environmental Health RE:_ Individual Sewage Disposal System. Permit #2254-,03 Tax Parcel #2111-201-01-015, Lot 22, Hardscrabble Creek Subdivision Property Location: 114 Yale Court, Gypsum, CO, Cote residence. Enclosed is your ISDS Permit #2254-03, and a copy of,the engineer's design for this °system. The permit is valid for 120 days or for the duration of your current building permit for this.. property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications 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 Environmental Health must also view the installation prior to back filling. Please call well in advance for your, final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation.' Due to the onset of winter, we anticipate your installation to occur after March 15, 2003 when our ISDS program is expected to resume. Please contact this office in the spring of 2003 to update us regarding your construction schedule so we can prepare to provide you with the best service possible. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2254-03 LKP Engineering, Luiza Petrovska Chrono file Feb. 03 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 —+ —f —uu. "r i r LF\r, GIYl711YGCtSlIYU 1l lk, rRUL Ul P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tol, (970) 926-9089 Fax nOO-04 -'MMM-7 MI Ikl MO.'n-?nM TM.=n,-1 C e-Ol IkITV Ckll I Ll=nl Tl.1 nr.rr. 4 ZSDS Pemit # U.-as Date 441.613 Tang Fiscal Ins�aat oa f"ar? eteness Form Tank is i- t gal. Tank Material cv N c re: tQ Tank is located l Z jet. and 3=degrees f� �' } e 1 e�. No �) Tank is located ft. and __degrees f a. --- - 1pummummot Tank set level. `@ Tank lids within 6" of finished grade. l Size of field ft' L units lineal ft. Technology s 4 d G r 8 •• t d vrs �ITe S. cleanout is installed in between tank and house (+ 1/100ft) . VeS There is a "T` that goes down 14 inches in the inlet and ---�— outlet of the tank. r mm et.and outlet is sealed with tad tape, rubber gasket etc. ,ie(_ Tdnk -bas twc><:d0mPartments with the..= a .,ep�lpa tment closest to the house_ 46 e . i cta sre di Ls ancS and relative dirept c nepth of field. €t _ - e " Soil interface raked_ �L [ Inspection portals at the -end -Of each trench.. Proper distance to setbacks. Chambers properly i talled as per manufacturer$ cifications_ (Chambers✓ latched= plates properly installe rocks temoved from trenches etc .) Type of pipe used for building sewer. line_LP P 33S , leach Other .{rAhtac v �. Inspection masts � - _ Y S _- Copy fora to inetaller's file if reeomumdations for lmQroaement were suggested. AC"PION TAKEN: setbacks Well Potable House Property Lake line Stream Dry Tank Drain Gulch Water Lines 20f %� . Field L00�es 106 50 25 10 10 TA$ 50AJ,4 10 y1S 1 � `4 10 6 � "� 50 "A- 10N4- '* 10 DZxWLxr. ILs TY- : P.O. SOX 179 EAGLE, CO 81631 st O ,oB r 5 d S 2 2 s v ._ 0-3 SHEET NO. -- .,/4-h, d a-r w A/ h-a, A l a I A l d CALCULATED BY- I� C v c t U DATE CHECKED BY f� ✓ G' G C �' DATE - L/~ ��i -3 f.► 10 PRODUCT MM1 1 USIA* Sheen) Z�& f paddebf ®e M., Grofac Mus. O1171, to Order MfX fOLL FREE 1 HD Z25-Mg 0 ��: ;_ r'J Q v S a l L� M N v � J � � J S � s 2 2 � W y 5 � T v` ^n J � von /�1 J 2254-03 Tax #2111-201-01-015 JOB NAME_ .Lot #22, Hardscrabble Creek, COTE JOB NO. P lql 114 Yalw Ct., Gypsum one � ni.wr�nw� BILL TO DATE START D DATE COMPLETED DATE BILLED i 3 1-03 - �oN�r�co L�-� --20 3 - Aj. 0 Ah C r .o_ 'r a ept A a ev A -.A a if.4 S 0t rA ti ,lp 0 o 4-.:I S, ,..k 4, st .boo, A o 6A JOB COST SUMMARY vse w TOTAL SELLING PRICE row Q . n9 e, Q. C v . �; TOTAL MATERIAL G? 3� TOTAL LABOR V- YES e c 1 D t�, C' `� @, Z 7S k 1 O° - p CU,vc;e 10 .Lis INSURANCE SALES TAX MISC. COSTS Ia v!" oris CG TftllU in C. Lf. Ll CT LV OO G 16 s o c Ig IY';?- z ef0'nJ C) kV'_rt 7✓C.}C>r z TOTAL JOB COST ' '� � b �ee 14 ►v. e `eS I ` i 2 12 Izl -I1t11 GROSS PROFIT �.0 S + Fs _ C! e S 4ou ,� c e S AAK e e- r 5 0 E 0 C N C V'e �P } e LESS OVERHEAD COSTS % OF SELLING PRICE jjqll� ? C NET PROFIT JOB FOLDER Product 278 , ` �' JOB FOLDER Printed In U.S.A. (i) Recycled Content 10% Post -Consumer CC O �AP LEV ON h\ 770 6772.3' -"-'_ \Pf ? = 19.1426" R = 292.22' T = 49.53' — L = 98. 13' , CH = N23'42'49 "E ' 97.67' ELEV ON CAP = 6776.6' ELEV ON CAP = 6775.5' ? = 57.59'01 " 1 i R = 132.22' Ij T = 73.2 7' - L = 133.81' CH = SO4'20'37"W ; 128.11,E I •r n Pam. 173 GATE VALVE �` Z Q CQ_ Y CD ELEV ON CAP = 6798.5' DETAIL A - A GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 'inch = 20 it. LOT 23 TOP OF DRAINAGE RAVINE � a V BUILCING ENVE'_OPE 6719 ACRES . �- 6.25' STANDARD INFIL TRA TOR N. T.S. i PERCOLA PON TEST RESUL TS Percolation test was not done due to frost. The following design was based on an assumed percolation rate T = 40 minutes per inch, based on the soil encountered in the Profile Hole. SOIL PROFILE PROFILE HOLE 0 to 1 foot Topsoil \1 to 8 feet Reddish -brown, sandy silt. No ground water encountered o DESIGN CAL COLA TIOlVS �o Design percolation rate T = 40 minutes per inch Number of bedrooms = 4 Maximum daily Flow = Om ax Gmax = 4 bdrms x 2 persons/bdrm x 75 gallons/person/day x 1509 Gmax = 900 gpd SEPTIC TANK V = Gmax/24hrs x 30 hrs V = 1125 gallons Use 1500 gallon, two compartment precast concrete tank by Copland Concrete or equivalent ABSORPTION AREA A = Gm ax 5 x ✓T A = 900155 x ✓40 = 1138 s. f Eased on Applicatio Rate: A = 9009pd/0.45 gpd/s. f. A = 2000 s. f Standard Infiltrator Chamber System in a trench configuration with on allowed 50 percent ` reduction in the absorption area is recommended. Acorrected = 1000 s. f. Surface area of one Infiltrator Chamber = 15�. 5 s. f. Use 64 Infiltrator Chambers in trenches, es shown on the plan. NO �\ 1. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 \ inches of the finished grade, for inspection and cleaning. J. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewall area with native Cn-site soil for proper support. 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Sys'ems. 10. The Septic System Installation shall be inspected by the Eagle County Environmental. Health Department and by the Design Engineer prior to back`-iling. 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC T4- N. T.S. BY COPLAND CONCRETE OR EQUIVALENT NOTE: SITE PLAN AND TOPO 5` 'r4r-�I TE SURVEYING. PLAN VIE fir SIDE VIEIi Q 0 I o O j O V) Q 0 q C] V Ov Ly d;Z) (J CL oAw h z W N � r,� N O J co o N Q� � I co � 00 N ^ Uo U b � t, �• z �J vi m -� �- M � X O W ��;; `` W 00 a a v �° > N X N G� ■ © /1 o o� DRA 9N BY.- L.P. CHECKED BY- L.P. A-?O. E_CT NO.: 03013 DA TE:- 01-29-2003 DRA ie A(G NO.: 03013SD. DWG �X 41 N. T S. SHEET 1 OF 1