HomeMy WebLinkAbout2428 Casteel Creek Rd - 210530201002 - 2137-01 - July 2015 Cleaning RecordINDIVIDUAL 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. 2137-01 BP NO. 13791 OWNER: S. ROBERT LEVINE PHONE: MAILING ADDRESS: P.O. BOX 5005 ROCHESTER NH 03867 APPLICANT: CHRIS WARNER PHONE: 970-926-9077 SYSTEM LOCATION: 1825 CASTEEL CREEK RD.. COYOTE LODGE, EDWARDS, CO TAX PARCEL NO. 2105-302-01-002 LICENSED INSTALLER: ARENA EXCAVATING. STEVE JEWETT LICENSE NO. 64-01 PHONE: 970-827-4221 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 1 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK, 2000 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 64 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 9-10-01. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS, RAKE ALLTRENCH SURFACES TO PREVENT THE- SMEARING OF SOILS. AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONYIENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL. INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLA- TION. OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATED OI OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL"f DATE: SEPTEMBER 10, 2001 CONDITIONS: L ALL INSTALLATIONS MUSTCOMPLY 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 REQUIREMENT& CONNECTION TO, OR USE W'iTII 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 SYSTE!A4. INSTALLED ABSORPTION OR DISPERSAL AREA: 1984 SQUARE FEET (VIA 64 STANDARD INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED DEGREES AND 6_ FEET INCHES FROM THE 2ND CLEAN —OUT ON THE EAST SIDE OF THE BUILDING. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY RAYMOND MERRY OF FACT F C T(�TNTY ENVIRONMENTAL HEAL H AND THE DESIGN ENGINEER ON AUGUST 2, 2002. THE ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWING WERE RECEIVED ON AUGUST 19, 2002. THIS SYSTEM IS LARGE ENOUGH FOR THE COYOTE LODGE. 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 DATE: AUGUST 19, 2002 Incomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit # �`" 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, 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: 1�&.Iz MAILING ADDRESS: � 1) I 4�� ,�WI—j,1` 'e ls� ��. � PHONE APPLICANT/CONTACT PERSON: `r5 _ wkzw PHONE: _„� f- LICENSED SYSTEMS CONTRACTOR: 2f� . r ��t-1 PHONE: '_, , 422.1 COMPANY/DBA:3[= ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: ( NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: " a ti -,-- t ,' -k1 _ 2ti'1I1 Tax Parcel Number: Lot Size: 7.-Aal Physical Address: r, BUILDING TYPE: (Check applicable category) O Residential/Single Family Number of Bedrooms I ( ) 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 ( ) Spring ( ) Surface ( ) Public Name of 1, r: APPLICANT SIGNATURE:'' 7,1' Date : tt AMOUNT PAID: RECEIPT #: DATE: t CHECK #: 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 Date: September 10, 2001 TO: Arena Excavating 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.2137-01. Tax Parcel # 2105-302-01-002. Property Location: 1825 Casteek Creek Rd., Coyote Lodge, Levine property. Enclosed is your ISDS Permit No. 2137-01 and a field copy of the engineer design stipulated on the permit. It 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. 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 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 August 19, 2002 S. Robert Levine P.O. Box 5005 Rochester, NH 03867 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #2137-01, Tax Parcel #2105-302-01-002. Property location: 1825 Casteel Creek Rd., Edwards, CO., Coyote Lodge. Dear Mr. Levine: 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 Setback Table on Back 08/19/2002 09:46 9709269089 Lail' f Engineering, Inc. CrVIL1Q�,pTECFIC�CA L Augus# 19, ?002 117_r. Bart Thomas Thomas & Warner Construction, LLC P.O. Box t021 Edwards, Co s 1 G,32 Dear Mr. Thomas: LISP ENGINEERING INC PAGE 02/0? RE: Inspection of Septic System Installation Coyote Lodge Casteel Creek Ranch Eagle Coturty, Colorado Project No. 01144 - ISDS Permit No. 2137-01 At the request of Mr. Steve Jewett of Arena Excavating, can August 2, 2002, Nve visited the construction site at the Coyote Lodge at Casteel Creek Ranch, Eagle County, Colorado. The purpose of our site visit was to inspect the installation of tzre septic system. They installed the system in overall compliance with the septic system design, Drawing No. 0.144COY0TF-SD.DWG-, Mated August 29, 1001. They installed a 1500-gallon, two w npartmettts, precast, concrete septic tank. The septic tank had "T's" in both compartments. A cleanout was installed between the house and the septic tank, as shown on the as -built sketch. Sixty four, Standard Infiltrator Chambers were installed in four trenches with 16 infiltrators in each tTeuebh The infiltrators were connected with Serial distribution and were 10 feet or more on center. In the first and last infiltrator of each trench, inspection ports were installed. The effluent line was 4-inch SDR 35 PVC;. The location of the septic tank and the location of the line coming into the first row of infiltratnrs was different f7om the original drawing- The attached as -built sketch shows the new location. of the tank and the line corning into the fist row of ir►filtrators. There is no part of the effaueat line crossing under the driveway. The driveway is located to the north and west of the nm residence. If you have atly questions, please do not hesitate to call. Sincerely, LKP Fa,6 Luixa Pet President Enclosure cc.- ECEH Ar r44.csi.wpd 9 P.O. Box. 2837, Tldwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax AUG-19-200-0 MON 09: ?2AM ID: EAGLE rOUNTI EHU HEALTH PACE: 2 AUG-19-2002 MON 09:7373AM ID:EAGLE COUNTY ENU HEALTH PAGE:-3 09/10/2001 10:08 9709269089 LKP ENGINEERING INC PAGE 02 1 LKP FN(-iJNEFR1[NG9 INC. P.0- Box 2837 Edwards, CO 816,32-2837 (970) 926-9088 Fax (970) 926�9089 PERCOLATION TEST RESULTS Client.' Batt Thomas Location: Coyote Lodge ThMas & Warner Construction, LLC Ca -steel Creek Ranch P.O. Box 1021 Castel Creek Road Edwards, CO 81632 Eagle County, Colorado Pr. o*t No. : 01144 ,overage Percolation Hole Diameur; 9 Inehes Holes Dug and Presoaked: September 6, 2001 Test Run: Septerriber 7,2001 By: Peter Petro,l,skj Soil profile: 0-1,5 feet of topsoil 1,54 Reddish -brown, clayey sand 4'-8'Reddish-brown, C-41yey, Weathered shale bedrock X10 ground water encountered SEP40-2001 MOM 10:05AM ID:EAGLE COUNTY ENV HEALTH PAGE:2 ISDS PERMIT # PERCOLATION TEST LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES_ NO TIME WATER DEPTH INCHES OF FALL SOIL RATE PROFILE 01 1 mm,mmmmomm m I mmommm om O'Em m m mmmm� mm I mm mmm mmmm own$ m TIME TO DROP LAST INCH:- PERC RATE: MINIMUM LEACH FIELD SIZE:- MINIMUM SEPTIC TANK SIZE: COMMENTS: ENVIRONMENTAL HEALTH SPECIALIST DATE �lr mut- 09/10/2001 10:29 9709269089 LKP ENGINEERING INC PAGE 01/01 LK-P Engineening, In September 10, 2001 Ms. Laura Fawcett Eagle Couniy Environmental Health Department Via Fax: 328-0349 Dear Laura: RE: New Profile Hole Lot 66, Cordillera Subdivision Filing No. 27 Graham Road, , Settler's Woods Eagle County, Colorado Project No. 20154 As requested, Mr. Michael Schneider, had his excavator dig a second Profile Hole, This profile hole is on the downhill side of the proposed leachfield. It is about 25 feet north from the last pert hole dug by HP Geotech. The soil prof.1e consisted of 2 feet of topsoil over 6 feet of brown, sandy clay with angular rock fraguients near the bottom of the hole. Ground water or bedxock were not encountered at the time of our site visit, on September 7,2001, If you have any questions, please do not hesitate to call us. Sincerely, LISP EngineeriDs E e u uiXza I 4; ZI: iza Petrovska, President Original faxed to Mr. Michael Schneider at 970-926-9371. I 54ECEH,VkTD sliill 11F11111111111 SEP-10-2001 MON 10:26AM ICE: EAGLE COUNTY ENV HEALTH PA(-,'E: 1 A:Y VA j,jLKP'A Engineering, Inc. x _ CIVIL/GE.OTECHNICAL January 11, 2002 `_'. �YtN__t Levane c/o Kyle Webb, Kid Webb Aarebitects 953 S. Frontage 'load West, Suite 216 Vail, CO 81657 Dear Kyle: RE_ Detention Pond Coyote Lodge Lots 1 & 2, Ca.Steel Creek Ranch Eagle County, Colorado Project No. 01144 At the request from Bob C:ontique, and with, information from, Stacy from your office, and Wes Ploof with Beaudin Ganze, we sized the detention pond for the discharge of the wa.stewatej fjow the Water Filters, Water Softeners, and for the water from the roof runoff at the Coyote Lodge, Casteel Creek Ranch. With the Detention Pond, it will be ensured that the leach field for the septic system is not overloaded. Based on the fax transmittal. from Wes, we understand that the Water Filters at the Coyote Lodge produce 323 gallons of wastewater, twice a. week. The Water Softeners produce 285 gallons of wastewater each time reconditioning occurs. The detention pond was sized for the maximum amount of wastewater being discharged. From the telephone conversation with Stacy, we understand that the roof area of the Coyote Lodge is 18079 square feet. Wes stated in his fax that all of the roof drainage is collected into a storm piping system �N ith an estimated flow of 104 gprn, based on a 2 inch/hour storm. Based on the above listed information for the Water filters and softeners, and based on the Rational Method of Drainage Calculations for small watersheds for the roof area, with c=1. i=2"/hour, and an area ,A=0.415 acres, we calculated a total volume of wastewater of 22988 gallons or 3073 cubic feet. The Deterttior� Pond can be of any shape. For a circular shape and 2 feet deep pored, the required radius is 23 feet. For a square shaped pond, 2 feet deep, the sides will be 40 by 40 feet. The detention pond will have a spillway, where chemicals and minerals can settle down (1 and the water can overflow overland for final discharge_ (� v Zf you have any questions, please do not hesitate to call. Sincerely, L" Engineering, l Luiza Petrovska, PE President ti�wSltsa�fliimItlj f /`r Copies faxed to: Ray Marry at the Eagle County Env, Health Department at 328 - 0349 Kyle Webb at KH Webb Architects, at 477-2965, and Shane at Thomas & Warner Construction LLC at 926-9091 C :1MyFi leslcorel doc\%.ktPDOCSt01144detenti on.doc P.CI. Box 2837, Bdwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax 66' JRN-12-2002 SAT 10:21AM ID:EAGLE COUNTY ENO HEALTH PA�E:1 1 Z O N O W o Z O H -H 'i O > U) 0 N W-H o a D �s M .14 a L11 b Q o A� N U U) �k � r- X rtf N U a P rd 1~ a- U co U. o C . a _. 1 N ,J4 l- :4k N Ln M .1J N N N a V cW G 00 O 7 w w a. Mal Z O w Q U Fco � FQ- iL O O J J w H 0 m d m0 cn u J LU , oN Q L L L � � a J\ Z r `1V c S O :x W �i - F 2:3Odd Hi-Id3H ON3 AiNnOO 319H3:GI WdSO:OT NOW T002-OT-d3' /1MMIMMW BJII i rw= -- w. a�]s�el nuva� lo-a-� ti � mrrre�l r{ww w '1W�G3 1CYt � va A1IIiE'Rlld ACK&W �aawworme f i a A 60 39VJ ONI 9NId33NION3 JAI 68069ZGOLG 80:8T TOOZf0Ti60 cl z M // / / RU N ui f)jl/(jh POND \ n --J�/ / , j/ / // � FW,. `� j q. IN /< 77 2500 GALLON CONCRETE SEPT7C TANK CLEANOUT (TYPICAL) 8y Copland Concrete or equ7valent / LEA CHnELD CREEK DOUBLE ENCASE UNDER CREEK CROSSING EVERY 100 FEET SEE DRAWING 1 OF 2 APPROXIMATELY 1260 FEET OF SEWER LINE FROM SEP77C TANK TO LEACHFUD SITE VIEW OF THE SEPTIC SYSTEM GRAPHIC SCALE ( IN FEET) 1 inch = 60 4t NOTE• PROPERTY LINES ARE APPROXIMATE PER ARCHITECTS NOTE a I 00 V00 N 0) { � to 00 N 0. �X � x W OU OCl W rrj 0 00 N [V 0T- m �.. plltlllll/NIrN Oe'a l REG F*Fve,� - 29526 u�Mln��a� DRAWN aY. L.P. CHECKED 8Y.• L.P. PROJECT NO.: 96102 DATE.• 08-05-98 DRAWING No.: 96902SD,DWG SHEET 2 OF 2 85 0 4.3 o V� L 77ON TEST RESULTS Existing Vegetation -to Remain 6 PERCO A - ESUL Perc No. 1 Perc No. 2 Pere No. 3 40 minutes per inch 20 minutes per inch 40 minutes per inch W � ,, Average percolation rate recommended for design T = 40 minutes per inch. F 0 A Percolation Test done September 7, 2001. Ct. SOiL PROFILE WELLRecirculating Water Feature T f \ \ J U \ r� PROFILE HOLE 0 to 1.5 feet Topsoil End Natnrsl Flow: _ _ 1.5 to 4 feet Reddish -brown, aterE Undergroundrunofftopond, ow. 41.0, Gravel om� Earth Be m clayey sand 4 to 8 feet, highly weathered, shale 1 4 v% bedrock (clayey -sandy gravel with o a j \ 4 - \ angular rock fragments) 42 Native Seed Area \\ 42 No ground water encountered Water 200'+/- \ \ \ �\ DESIGN CALCULATIONS FOR THE LODGE V Pond �—� j '� � �� There is only one bedroom in the lodge, but it is anticipated that up to 12 people at a time, might use the recreational facility. TOW: 634 38 dra�� Design percolation rate T = 40 minutes per inch Number of people = 12 Boot Q2, i Maximum doily Flow = Omox q Q ° I l Omox = 12 people x 50 gallons/person/day x 9509 Q Omox = 900 gpd _ e 7 \ �- �` SEPTIC TALL NK V = Omax/24hrs x 30 hrs V = 1125 gallons j Use 1500 gallon, two comportment precast concrete tank by Copland Concrete or equivalent Proposed Lodge e� Main Level LL& 8638.0' ..i-:. t _ LQ f . _ _._ __. - �.. ABSORPTION AREA p Lower Level FFE. 86260 _ Native ea - Existing Vegetation to�femain / A = Omox 5 x 17T f� 6 / _ _ A = 900155 x ✓40 = 1138 s. f. �yA� A a CL£ANOUT. / / /� �" °'i,l ti \ LAj Based on Applicotio Rote. U <t OW ea3 / �., _ A = 900god/0.45 gpd/s. f. O Q U O 2 A= 2000 s. f. U II ty CLEANOUT \ t CLEANOUT / i Standard Infiltrator Chamber System in a trench configuration with an allowed 50 percent BOW: s TYPICAL - % / � reduction in the absorption area is recommended. LL'j / AT 100' INTERVALS 4" DIAMETER-,/ � Acorrected = 1000 s. f. BUILDING SEWER / / SERIAL DIS7R1BUtION r y J 1500 GAL TWO COMP. +B ,rya - SEE DETAIL A -A Surface area of one lnFlItrotor Chamber = 75.5 s. f. "+�1 W CONC. SEPTIC TANK Use 64 Infiltrator Chambers in four trenches with 16 Infiltrators in each. 24 Open Grass Area iNSPEC77ON PORT CJ l ' DIAMETER SOR35 pVC _ / 18 / STANDARD NFILTRATOR n� �NOT Tow zLo� ./ SEE DETAI °Bow 1zpl / ! / 1. Bends in the building sewer shall be limited to 45 degrees. • o roposed Dry Stacked Retaining s - 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 00 row:2Lo' 8 - - p—1 � inches of the finished grade, for inspection and cleaning. ty 0 m�ow:Iv.o o' ® � i .r" 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. 00 cn / 4. The bottom and the sidewal(s of the trenches shall be raked to eliminate smearing. °� o / 5. Assemble and install the infiltrator Chambers in the trenches according to the manufacturers ~ � ' Remove Existing ulvart L1� HOLE recommendations. - x i Existing Pond Edge •. 'Z 6. Backfill the sidewall area with native on -site soil for proper support. W 81 n` 8 0 / II7. Backfill the trenches with a minimum of 12 inches of tamped soil cover.00 C�'J W �• O 8. Avoid vehicle traffic over the system. I i8 0 �� 0 Note: Re -Shape Pond as Shown 02 �4 04 98 96 94 9?' 4 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, ® p cN3a 0 Chapter 4, Individual Sewage Disposal Systems. Existing Pond r"�9Wfi C7 8630 $620 86 0 water El: W13 10. The Septic System Installation shall be inspected by the Eagle County Environmental Health Department p0 and by the Design Engineer prior to bockfilling. - 32 28 26 24 2 IS t6 4 2 08 06 Oat 02 Pro sedPond GRAPHIC SCALE 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK ao o is 3o so tso s,„�-• . ,. PLAN VIES ( IN FEET) 1 inch 30 ft r GROUND SURFACE • Eel 777 36" MAXIMUM ®X® _'O, PETp�` 90 ELaow �, m q o 12'-2" 2952 �• a 20" 22-112 ' ELBOW SIDE VIEIY 90' ELBOW DRAWN 8Y.• L.P. e 6' MINIMUM 12' CHECKED BY L.P, 4'-4" q�_1" INFILTRATOR CHAMBER � PROJECT NO.: 01144 �- 3' - -� j— 6.25' I ° DETAIL A - A , DATE : 08-29-2001 STANDARD INFILTRATOR NOTE. SITE PLAN E—MAILED BY FJELOSCAPE INCORPORATED, 8-29-01. DRAWING NO.: N.T.S. 01144COYOTE-SD.DWG N. T.S. N. T S. BY COPLAND CONCRETE OR EQUIVALENT SHEET 1 OF 1 UB-06-2002 10:02am From-THOMAS AND WARNER 9709269081 T-802 P.001/0130 F-601 BEEMAN FAX TRANSMITTAL FORM Date; Numbers of pages (including cover): From: Phone: 'hone: -ax; Fax: CC: cc: a URGENT 00P, REVIEW 0 PLEASE COMMENT D PLEASE REPLY 1,,) ltqA) q� tj n- _7 If therE is �ny problern with this transmission, please call 926-9D77 as soon as possble,- AUG-6-2002 TUE 10:06AM ID: EAGLE COUNTY EWI HEALTH PPGE:I 08-06-2002 10:03am From-THOMAS AND WARNER OT09269081 T-802 P-002/013 F-601 ) urn°' '� •^.,.r .'�:' r i r f ow ! { a�l�h. `ti n�'w�) r a. .6 r. ire" � �.,, _r •"'1' - 'r y Mo fi1e://A:111+IVC-009S.JPG 4/J /2002 AUG-6-2002 TUE 10:06AM ID:EAGLE COUNTY ENO HEALTH PAGE:2 08-06-2002 10:03am From-THOMAS AND WARNER 9709269081 T-802 P-003/013 F-601 file: //A:1Mu C-015 S . JP G 8/5/2002 AUG-6-E00E TLIE 10:05AM ID:EAGLE COUNTY EK) HEALTH PAGE:? 08-06-2002 10:04am From-THOMAS AND WARNER 9709269081 T-802 P.004/013 F-601 file://A:\W C-017S.JPG 8/5/2002 AUG-6-2002 TUE 10:08AM ID:EAGLE COUNTY EM HEALTH PAGE:4 08-06-2002 10:06am From-THOMAS AND WARNER OT09269081 T-802 P-005/013 F-601 file)/A:\X VC-004S.JPG S/S/2002 AUr-6-2002 TUE 10:09AM ID:EAGLE COUNTY ENO HEALTH PACE:E 06-06-2002 10:07am From-THOMAS AND WARNER 9709269081 T-602 P.006/013 F-601 //A-\ A-V('-022S--TP'Cr S/S/2002 AUG-6-0-002 TUE 10:10AM ID:EAGLE COUNTY ENU HEALTH PAGE:F 08-06-2002 10:08am Froin-THOMAS AND WARNER 9709269081 T-802 P.00TI013 F-601 AUr—E-2002 TUE 10:12AM ID:EAGLE COUNTY EMJ HEALTH PAGE:7 08-06-2002 10:10am From—THOMAS AND WARNER OT09269081 T-802 P-008/013 F-601 file -/!A -1MW(7-0195.JPGc 8/S/2002 AUG-6-2882 TUE 10:13AM ID:EAGLE COUNTY ENU HEALTH PAGE:8 08-06-2002 10:11am Prom-THOMAS AND WARNER 9709269081 T-602 P-009/O13 P-601 file,//A:1MVC-01$S.JPG 8/S/2002 AUG-6-E00E TUE 10:15AM ID:EAGLE COUNTY ENO HEALTH PAGE:9 08-06-2002 10:14am From-THOMAAS AND WARNER OT09269061 T-602 P.011I016 F-601 file-PA:\M"C:-i111F_JPG 8/5/2002 AUG-6-2000- TUE 10:17AM Id:EAGLE COUNTY ENU HEALTH PAGE:11 08-06-2002 10:16am From-THOMAS AND WARMER 9709269061 T-802 P.012/013 F-601 fitt--ll A AMVC;-012F.TPG' 8/5/2002 AUG-6-2002 TUE 10:19AM ID:EAGLE COUNTY ENU HEALTH PAGE:1E Sww+wiFEounty Systems Cleaners Reporting Form (Please Print) Name of Systems Cleaner :) aQ l�C— Name of Service Person y oc -A& 1/2'e_L­ Date of ServiceZO L LISTOa1c Date of System Installation Property Owner L.'Ej 1 A) t5- Telephone # Property Address ZyZB 1✓ASNOGL-P��'Eek1- co 81637z- Block Subdivision Estimated Tank Size I Z� Tank Material CAN # of Manholes Depth to Manhole Covers S 7P-1ct4 Estimated Volume Pumped # of Compartments Z Top l 91adgeilhickness inches o8u mi Thickness i inches Baffle or Sanitary Tee in Place? Y_Inlet .y_Outlet UNK Effluent Filter in Place? Y _*pZ__N (Required after 6/2000) Dosing Mechanism Pump Siphon *K None Dosing Mechanism/Alarm Functioning Properly? Y N Higher Level Treatment System? Y N if Yes -Type - Previous Pumping Date, if known Location of Septage Disposal y" /� tC -�^ t& � *7R a_VV1 S General Comments (include any signs of failure and all work done in addition to pumping Sketch (Location of Tank) G CK�R �CR�!CIG O.✓ �Q Under section 8.1 of the Summil County OWTS Regulations, holders of a Systems Cleaner Licenu which is cleaned. serviced or inspected not more than thirty (30) days after such service is performed. In addition, report within 7 days of service the location of any leaking septic tank or surfacing waste water that is found. I certifv that. to the best of my knowledge, the above information is true and correct. Date w3um rritCounty Systems Cleaners Reporting Form (Please Print) Name of Systems Cleaner 157tj( -j Name of Service Person Ck\00AL Date of 2© uS Date of System Installation 1 Property Owner 'ROB �-1 1.—�� L� Telephone # Property Address 2Lj2 CtASIE5EL Ci2mi— CZw Af�Qv u� 014 3Z Subdivision Estimated Tank Size 150 © Tank Material cc—� CR emt= # of Manholes Depth to Manhole Covers Estimated Volume Pumped I ©� # of Compartments ( Thickness inches -4gw tThickness 1 inches Baffle or Sanitary Tee in Place? , Inlet Outlet UNK Effluent Filter in Place? Y ___b�,_N (Required after 6/2000) Dosing Mechanism Pump Siphon None Dosing Mechanism/Alarm Functioning Properly? Y N Higher Level Treatment System? Previous Pumping Date, if known Y N if Yes -Type Location of Septage Disposal PL M S General Comments (include any signs of failure and all work done in addition to pumping Sketch (Location of Tank) �ZcaQ C Under section 8.1 of the Summit County OWTS Regulations, holders of a Systems Cleaner License must report to the Environmental Health Department each OWTS which is cleaned, serviced or inspected not more than thirty (30) days after such service is performed. In addition, report within 7 days of service the location of any leaking septic tank or surfacing waste water that is found. I certify that. to the best of my knowle , the above information is true and correct. Signed Date//J County Systems Cleaners Reporting Form (Please Print) Name of Systems Cleaner�ibt,.�3ela 'Ut Name of Service Person cvkx Date of Service 77 / ZI Date of System Installation () t 1 Property Owner 2piSesZx nU-tc\j l h1� Telephone # Property Address '2Ll 2- V Cis EL C�,ee- V-- �7 "!Tn►ot- ACUSell Estimated Tank Size 10C)o Tank Material C0A)C42—e-T5;' #ofM 8" Depth to Manhole Covers ►, Estimated Volume Pumped l o ©o # of Compartm // TOP // S-1udgelhickness 6 inches Scum Thickness _inches Baffle or Sanitary Tee in Place? _ L. Inlet UN 4 Outlet UNK Effluent Filter in Place? Yy W K N (Required after 6/2000) Dosing Mechanism Pump Siphon 0OJV— None Dosing Mechanism/Alarm Functioning Properly? Y N NJC) Higher Level Treatment System? Y N If Yes -Type LzAcup i oLis Previous Pumping Date, if known ^ Location of Septage Disposal 1 \ L�0 r ��4L� V7 P ALV^ s General Comments (include any signs of failure and all work done in addition to pumping r�ES�csT ticr-, ©NL-Y 1� �I MIA 2./ G.' u►� �'13 E2 � t Se2� 6A t=ss, air At o Is 6 2 Ail to 1A AL-L- A RP&Ps2Pk-'%J' -5- `P'oI NT rtU }P- RtP�CRW cPZ fZATt /.J G Sv�Tt=M Sketch (Location of Tan) IJz. 1 9 Q Under section 8.1 of the Summit County OWTS Regulations, holders of a Systems Cleaner License must report to the Environmental Health Department each OWTS which is cleaned, serviced or inspected not more than thirty (30) days aaer such service is performed. In addition, report within 7 days of service the location ofany leaking septic tank or surfacing waste water that is found. I certify that, to the best of my knowledge, the above information is true and correct. Signed Date % ZZ Z /� y +zinazzirCounty Systems Cleaners Reporting Form (Please Print) Name of Systems Cleaner �t�Ot.�'B{Zl D G . lJ j Name of Service Person 0,KJGIL Z C'�- Date of Service Z' Zt l 1 S Date of System Installation U 'N K Property Owner R—ege- -rT Leo ( bJ rs Telephone #_ Property Address Z" Z6 �' PtSI � L �. (GL�F- Y LI (? prT1& Aous 11 Lot Subdivision Estimated Tank Size , l 000 Tank Material_4 1W41" C0N G(ZF-Te, # of Manholes Depth to Manhole Covers Estimated Volume Pumped ��©� # of Compartments I T'oP .i Sludge Thickness inches Scum Thickness z inches Baffle or Sanitary Tee in Place? *J O Inlet UP e- Outlet UNK Effluent Filter in Place? Y N (Required after 6/2000) (Jpj:�- Dosing Mechanism Pump Siphon _None,, ^%j t-Cy Dosing Mechanism/Alarm Functioning Properly? Y N 1 A / Higher Level Treatment System? Y N If Yes -Type ['C-thC+k T:=t EI-� Previous Pumping Date, if known� �V K) � g Location of Septage Disposal r y � l�n rJ at l� � (dyt/i�j General Comments (include any signs of failure and all work done in addition to pumping nl'WU� t"QI r't�t>'t2J CV4A-f M e-q— Sketch (Location of Tank) 4f'�aIt N s ` 60, Under section 8.1 of the Summit County OWTS Regulations, holders of a Systems Cleaner License must report to the Environmental Health Department each OWTS which is cleaned, serviced or inspected not more than thirty (30) days after such service is performed. In addition. report within 7 days of service the location of any leaking septic tank or surfacing waste water that is found. I certify that, to the best of my knowledge, the above information is true and correct. Date /Z Z 115