HomeMy WebLinkAbout385 Old Creamery Rd - 210508304005 - 2226-02ISINDIVIDUAL 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. 2226-02 BP NO. 14448 OWNER: ROGER BEHLER PHONE: 970-926-4474 MAILING ADDRESS: P.O. BOX 1987, AVON, CO 81620 APPLICANT: BILL BROWN PHONE: 970-471-4777 SYSTEM LOCATION: 0385 OLD CREAMERY RD., EDWARDS, CO 81632 TAX PARCEL NO. 2105-083-04-003 LICENSED INSTALLER: EDWARDS EXCAVATING, TED JOHNSON LICENSE NO.39-02 PHONE: 970-926-3395 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 3 COMPARTMENT SEPTIC TANK WITH AN ELECTRIC LIFT STATION IN THE 3f COMPARTMENT, 2000 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 65 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED 11/11/02 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN IN SERIAL. DISTRIBUTION IN TRENCHES NO DEEPER THAN ONE FOOT BELOW THE LOWEST DEPTH OF THE FILL MATERIAL. INSTALL A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. INSTALL ALL TANKS AND PIPING ON THE SAME SIDE OF THE DRIVEWAY AS THE ABSORPTION AREA. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE ENGINEER NEEDS TO INCLUDE AN AS -BUILT DRAWING WITH THE FINAL CERTIFICATION OF THE SYSTEM. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: APRIL 17, 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: 2000 SQUARE FEET (VIA 65 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN ) INSTALLED CONCRETE 3 COMPARTMENT SEPTIC TANK: 1500 GALLONS IS LOCATED 350 DEGREES AND 3 FEET 6 INCHES FROM THE 5Tx CLEAN -OUT NEAR THE DRIVEWAY. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE ENGINEER ON MAY 19, 2003. THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON JUNE 23, 2003, AFTER THE PUMPS HAD BEEN INSTALLED AND TESTED AND THE ENGINEER HAD VERIFIED THAT THE EFFLUENT LINE UNDER THE DRIVEWAY THAT WAS NOT DOUBLE ENCASED, AS SPECIFIED ON THE ISDS DESIGN, WOULD BE SAFE FROM VIBRATIONS FROM VEHICULAR TRAFFIC. THIS SYSTEM IS LARGE ENOUGH FOR A FOUR BEDROOM HOUSE. ANY ITEM NOT MEETING REQUIREMENTS WILL.BE�CORRE11 E FI PRO L OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED ENVIRONMENTAL HEALTH APPROVA DATE: JUNE 25, 2003 llxdomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit # c;_-2-;2-6—()a- Building Permit # - APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81G31 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: �L� ✓� MAILING ADDRESS: fD &oX ! fj T oaq � PHONE: 90 APPLICANT/CONTACT PERSON: z,�,�, ���(JZCJ'�--7l PHOZE: J '_LICENSED SYSTEMS CONTRACTOR: .0 PHONE: • COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: (V) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �i�� l l '/�( �% ��fl 1 6j--0� �� y� 1'1 � �d� �df3 �'(i- OLot Size: Tax Parcel Number: /l �'k(� / Physical Address: ��C✓ 04yV e!� BUILDING TYPE: (Check applicable category) (Vj 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 (V/ Public Name of Supplier: APPLICANT SIGNATURE:'' Date: i AMOUINT PAID: RECEIPT # 1` DATE: cJ IC>. CHECK #:_"� CASHIER: log Ar , i.n ��in91 Lnc i.>t.g. CIVIUGEOTECI-INICAL June 2, 2003 Attentions Bill lgrown RE. Inspection of Septic System installation R.A. Nelson &Associates Behler Residence P.O_ Drawer 5400 Lot 10, Creamery Ranch Avon, CO 81620 0385 Old Creamery Road Eagle County, Colorado Project No. 02196 - Permit No. 2226-02 Attention: Bill Brown, At the request of Ted Johnson wit Edwards Excavating, on May 19, 2003, we visited the construction site on Lot 10, Creamery Ranch, 0385 Old Creamery Road, Eagle County, Colorado. Till, - purpose of our site visit was to observe tho installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 02196SD.DWG, dated November 11, 200 . They installed a 1500-gallon, three compartments, precast, concrete, septic tank. In the last compartan nt of the septic tank, they will install a duplex pump. The pump was sized to have four doses with 2 5 gallons per dose. The dosing, the floats function and the alarms will be installed and tested at a lat r date and a letter will be submitted to us and to the eagle County Environmental Wealth Deptartmen . The pump spee�oativaas must be ver�Gd with the undersigned engineer. There were three access openings Dn the tank. Building sewer lines were connected to the septic tank from two locations on the building, al shown on the attached as -built sketch. Total length of the building sewer line from the house to the septic tank was about 235 feet. Cleanouts were installed at each exit point near the house, and along the line as shown n the sketch. The effluent line from the pump tank to the first infiltrator of the top trench was a total distance of 140 feet. The effluent litre was 3-inch diameter sch40 PVC. Sixty-five, Standard Infiltrator Chambers were installed in five trenches, as shown on the attached sketch. The highest trench on the uphill side had fifteen infiltrators and it had a perforated pipe suspended from the top of the chambers. The next two trenches had 14 infiltrators each, the fourth trench had twelve and the last trench had ten infiltrators. The infiltrators were ooaaeoted with serial distribution. In the first and last infiltrator of each trench, inspection ports were installed. Horizontal distance from center to center of the trenches, was 9 feet or more. The depth of the trenches was no inore than 36 inches. If you have any questions, please do not hesitate to call. Sinoerely, e) . LuizaPer av'ka, PE "Ap r. Qm a 4� President A%. cc: Ms. Laura Fawcett, rE�agie ° ounty Environmental Health Division, fax: 328-0349 Enclosure C'\WP 1 O-LKI'1Q21960 SI-ptlmp.wpd P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-90891{ax TA -4crt?r4 DINT nWTA_1gWTgWq A,A7 G.AfaF7g7rLAJC, g7_CT FGAM71TT1QM J-1 $ EnYncerin YC- RAT 10, CREAMERY RANCH '� AS—SUIL 438E OLD CMA1, MY !TOAD CIVIL/GEOTLCHNICAL SKC7"CH �AOLE COUNTY, COLORADO R.A. NELSON BEIILEA 9ASIDENCE 41 12 LOT 10 ('JTIA flI JWA: 02196 1"F8-0Y� w F.D. Box 2937, Edvvar&, CO 81632, (970) 926-9088 Tel, (970) 926-9089 fax 72 '3-L 7NT t7VPMr R7P,W r, C,7 _CT P0071TT iQ0 ,SIX Permit #_12-�a-6-4 2 TQ71c ai,r.�7 Taa�eQt�.OII �� et ass Para Tank is S D a gal . Tank Material C o; v c r E. = o v�'1 N �.". �trS� ��ec�d.1F Tank is Located 3 S ft. and _degrees Tank is located _ft- and jdegrees froM _�..� tp.e..�••t Lew t/ Tank set level. ,.Tank lids within SO of finisbed, grant. Sine of field „(� a o ft' I units —:—.-- lineal ft. Technology ctecrNo.,VS- cleanout ie installed in between tank and'bouse(#;l/looft). v There is �rn 1 a "TO that goes do4 iftches in tkM inlet and outlet of the tank: Ia1et . aia outlet is sealed at.th aa►pe,�_ acubV =Qes ket sae tiws`�'Pairtments with a �a tRlent.. �losto the bR (� . t+et� mh ce �aad relati,:ve da�aFef": bath of field: tLIft. _ 'soil interface raked S_ inspection portals at the end of .each trench.. groper di'stanee to setbacks _ G t w aYZ A- t O, Chambers properly installed as per manufacturer$ specifications. (Chambers laCched,end plates properly installed; rocksemov®d from trenches, etc-) S R 3 leach fiel to ,kA,a Type of pipe used for building sewer Line other Inspection meets_T ee <� Q T k e. S 10 a •3 S. QK �rlv.yC-t . 65 (0&Q-WC•SS Pew P L,-" � ppL, (- t &e) lvuS�afled � InS,Np< ccrp�y foraf to installer's file if rDec= daicioa� for improvement . were mmiggested. ACTION TAKEN: setbacks well Zd A Dry Tank Drain 100 25 T 20 10 5o 25 >SD >CD S+- iD (- SDF N4 50 10 5 10 50 10 10 10 * 10 - TY ENV :. REAL-TH —.— --- . - P.O. BOX 179 SHEET NG EAGLE, CO 81631 CALCULATED By_ _ L C 8 e C CC DATE S'- � � _p•:� CHECKED BY DATE SCALE • j F i - 1 f i -- —... E — f : -._.�:.:_'.__`....:i.-.... _-..�....._-_... _--._..... --__ ••_ --._ __....... ..... ............. S i 4 s 3 ! E 3 # • ! s, _ ! i S - i ? F t Tj t i i - 3 c v - __.—__E i ! : Lc F c F v i ® ar i 1 ..� ' w ! ..-.... .... ._........... i....... ...... i..-......_.. _......_ _-.- -._.--_-._.-__...... _.... w —•-•__.._._..-.:.._._."""....__.....-"-.:..__.._.__......-...:............ :.._._._..�-..........-" - - -... - - - :. : _._.._.._._._...__...._ <............. ......... _.. _ .. - - " - € t _ - cry i ....................._.. ...... .._. ..... ...... _ ...... ...... _ _............. ...... s...- - ............ ..... .. .................__.___................_._ .......... .. _..........._ _..... ........... .......-:... ......:..... ... .... - ........... _. _... ....:..... FROOVCI M I JSJnph 57,e-n1 265- I IFidd" e lehi.. Quk., Mus. OFf)!. to 0(ow PHONE TOLL FREE I BOP715- M FAX TRANSMISSION L ]ENGINEERING, INC, P.O. Box 2837 Edwards, CO 81632 (970) 926-9088 Fax: (970) 926-9089 B-mail:lkpen ,centMtel.net To: Ray Merry Date: June 23, 2003 Fax: 328-0349 Pages: 2 including this cover sheet. 'hone: 328-8757 From: Luiza Petrovska, PE Project: 02196 Subject: Final Septic Iaspcction - Pump Installation COMMENTS: ISDS Permit No. 2226-02 Hi Ray, Following is the certification by the plumber, Mr_ Jack Sibley with `GV'hitewater Plumbing & heating, Inc., for the installation and testing of the pump for the septic system. The building sewer line under the driveway was not double encased, but it was buried more than 10 feet below the existing, finish grade, according to the excavator, Mr. Ted Johnson, At that depth the pipe is safe from vibrations from vehicular traffic. Sincerely, Luiza Petrovska, PE TO ';5Vd ONT 9NTN--1-1NT.rK; H'�17 FRRAF.97R9U R 7P :aT PLALA7 197ICIR WMTICWATI@A PLUMBING AND REATIr4a 1P. BW BOX 4290 ICAG& E* COLORADO PHONE - (870) 328.3708 Date: June 23, 2003 From: Jack Sibley To: LKP Engineering Re; Behler Septic Pump System To Whom It May Concern: We at Whitewater Plumbing and Heating Inc. have installed a Zoeller Duplex sewage pump system in the septic tank at the Kehler Residence a.� 385 Old Creamery Road in Edwards Colorado. The system has been tested to insure that bath pumps work, the low level and high level floats worm and the a}arm sounds on high level indication. The alarni panel is located in the mechanical room in the basement of the house. Sincerely, Jack Sibley Whitewater Plumbing and Heating Inc. ZQ 39VJ ONI L)NTN:RWT.LW; r4)47 7(a:gT 9'QQ71P7lacy PROFILE PIT 0 0 a � . J IL r 5 5 o� 0 10 10 LEGEND: NTOPSOIL; slightly clayey, slightly sandy silt, organic, loose, moist, black. FILL; slightly clayey to clayey, silty, sandy gravel, with cobbles and boulders up to 1.5, in diameter, man -placed, dense, slightly moist, brown. Contains glass, wire and other debris. SAND -AND CLAY (SC-CL); slightly silty, slightly gravelly, with scattered cobbles, moist, light brown. r i Disturbed bulk sample. I- J NOTES: 1. The Profile Pit was excavated on August 21, 2002 with a backhoe. 2. Location of the Profile Pit was measured approximately by pacing from features on the site plan provided. 3. Elevation of the 'Profile Pit was obtained by interpolation between contours on the site plan provided. 4. The Profile Pit location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the profile pit log represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pit at the time of excavating. Fluctuations in water level may occur with time. I402 252 I GEOTOECHNICAL, INC I LOTLOG OFEPROFLERPIT CH I FIGURE 3 f HOLE NO. 1 TIME FALL RATE (min) (inl (min/inl 5 5/8 8 5 1/2 10 5 1/2 10 5 3/8 13 5 3/8 13 5 3/8 13 5 3/8 13 5 3/8 13 HOLE NO. 2 TIME FALL RATE (min) (inl (min/inl 15 1/2 30 15 1/2 30 15 3/8 40 15 1/4 60 15 1/4 60 15 1/4 60 15 1/4 60 1`5 1/4 60 HOLE NO. 3 TIME FALL RATE (min) (in) (min/inl 15 7/8 17 15 7/8 17 15 5/8 24 15 3/4 20 15 5/8 24 15 5/8 24 15 5/8 24 15 5/8 24 PRE-SOAK FROM TO DATE 8/21/02 8/22/02 TIME 15:00 10:00 DIAMETER (in): 8 TOTAL DEPTH (in): 47 WATER DEPTH AT START (in): 14 TYPE OF SOIL: SILTY SANDY GRAVEL AVERAGE RATE (min/in) = 13 DIAMETER (in): 8 TOTAL DEPTH (in): 41 WATER DEPTH AT START (in): 14 TYPE OF SOIL: SILTY SANDY GRAVEL AVERAGE RATE (min/in) = 60 DIAMETER (in): 10 TOTAL DEPTH (in): 20 WATER DEPTH AT START (in): 14 TYPE OF SOIL: SILTY SANDY GRAVEL AVERAGE RATE (min/in) = 24 SOIL PERCOLATION RATE (min/in)= 32 REMARKS: LOCATION OF TEST HOLES: SEE FIGURE 1 402 252 HEPWORTH - PAWLAK LOT 10, CREAMERY RANCH GEOTECHNICAL, INC. PERCOLATION TEST RESULTS FIGURE 4 2226-02 Tax #2105-083-04-003 JOB NAME:_ Lot #10, Creamery Gulch, BEHLER 0385 Old Creamery Rd., Edwards` JOB NO. ✓ %/ am �II � nnertnw� BILL TO DATE S ART DATE COMPLETED DATE BILLED Zto 0 C�- /o s VkL u4,e- v , 2 l — Z gq! . GCr6oc Ulu q.S JOB COST SUMMARY ,lam TOTAL SELLING PRICE �'/: TOTAL MATERIALSC 4 ` Sz i � � �' j TOTAL _ LABOR o� lG1nti,3 ow�L4 f l e3 r:�% � c INSURANCE " Cl - eA-65 6L G L , ° rG �! C JS �^� rb/�,t? � ��J SALES TAX o i d MISC. COSTS � T f� �SGvZZ S 03 XV /�/i N 0,4 0,YL d.,-- AXIa - �.� > TOTAL JOB COST R G 1 . OFIT ! /� (� / vt t1JGC LESS OVERHEA COSTS % OF SELLI PRICE 04— oa' NET ROFIT I JOB FOLDER Product278 Vaµ,T k?k.lcd On DER �D���o,. y- 6605a< e 4 i 311,ij u> 2_ w � S ,� e. G `2 d e � t � „� �t r^Ly -c, �V ocPd poe) a cAbSDr��co� r2c,, ���fQ C (,e, c) f' �Soc ��;wi c.re<<toC(. 4-r r E CQ .� � � e c� � � �.,,. 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