HomeMy WebLinkAbout2325 Colorow Rd - 210724101008 (2)INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2040-00 BP NO. 13388 OWNER: GLENN HEELAN PHONE: 970-376-1808 MAILING ADDRESS: P.O. BOX 5770, AVON, CO 81620 APPLICANT: ROLAND RADLER PHONE: 970-949-9663 SYSTEM LOCATION: 2325 COLOROW ROAD, EDWARDS, CO TAX PARCEL NO. 2107-241-01-008 LICENSED INSTALLER: BIGHORN EXCAVATING, RON GROUT LICENSE NO. 1-00 PHONE: 970-328-6209 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON CONCRETE SEPTIC TANK, 3007 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 97 INFILTRATOR UNITS AS PER ENGINEER'S DE- SIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 9/20/01. INSTALL 60 FEET FROM PROFILE HOLE NUMBER 1 OR DIG AN- OTHER PROFILE IN AREA MARKED ON PLANS TO CONFIRM ADEQUATE SOIL DEPTH. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS, RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALL- ATION. THE BUILDING CERTIFICATE OF MCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 21, 2001 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. 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: 3007 SQUARE FEET (VIA 97 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED 290 DEGREES AND 42 FEET 6 INCHES FROM THE CLEANOUT ON THE NORTH WEST SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTION WAS DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL HEALTH ON 10/9/01. THE ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWING WERE RECEIVED ON 3/20/02. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A 6 BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE —INSPECTION WHEN WORK IS COMPLETED. ��yy�j ENVIRONMENTAL HEALTH APPROVAI�C t i/1_0c,i DATE: APRIL 1, 2002 bLV-c2b-dbbb 01:10H FKUM:ERGLE CUUNTY ENV HER 9703280349 T0:9497045 P:2/9 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # 04 16 - U v Building Permit # 0"&93, APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: Lice►--�� �� ' �� �L-''S� MAILING ADDRESS: �' �w'��k3k �'2'�j BtbZc� PHONE: APPLICANT/CONTACT PERSO LICENSED SYSTEMS CONTRACTOR—�&e-\kW-u--) COMPANY/DBA.y��` ADDRESS.-0- � /64 t PHONE: 946 i <?b63 PHONE: �Ze *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVVIDUAL SEWAGE DISPOSAL SYSTEM: � Legal Description: �O q-6 �Q J Tax Parcel Number: al0-1 CD �Oc�g Lot Size: '2o• Z�5 woes Physical Address: oZ 3 oZ5 BUILDING TYPE: (Check applicable category) (N Residential/Single Family Number of Bedrooms { ) Residential/Multi-Family* Number of Bedrooms { ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: Well { ) ( } Public Name APPLICANT,SIGNATURE: applicable *************************************************************************** AMOUNT PAID:* �� RECEIPT #: I a-�U DATE: Ub CHECK #: CASHIER: 1,c� W Feu(._ 4v Y�, # e,5. ) A& MAJ pq INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2040-00 BP NO. 13388 OWNER: GLENN HEELAN PHONE: 970-376-1808 MAILING ADDRESS: P.O. BOX 5770, AVON, CO 81620 APPLICANT: ROLAND RADLER PHONE: 970-949-9663 SYSTEM LOCATION: 2325 COLOROW ROAD, EDWARDS, CO TAX PARCEL NO. 2107-241-01-008 LICENSED INSTALLER: BIGHORN EXCAVATING, RON GROUT LICENSE NO. 1-00 PHONE: 970-328-6209 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON CONCRETE SEPTIC TANK, 1000 GALLON ELECTRIC LIFT STATION DOSING TANK WITH AUDIBLE AND VISUAL ALARMS, 1131 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA A MOUND DESIGN WITH A 4859 SQUARE FEET PERIMETER AREA. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 1015100. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS; AND DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN APPROVED. GL( ENVIRONMENTAL HEALTH APPROVAL: (/ ►m el � .� DATE: OCTOBER 12, 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 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: 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: 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: October 12, 2000 TO: Bighorn 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.2040-00. Property Location: 2325 Colorow Rd., Edwards, CO, Heelan residence. Enclosed is your ISDS Permit No. 2040-00. 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 I-111 _.Y 1 --I I'14 11 YV r HUF- KJl/ CJG LKP Engineering, Inc. AV aVIUVIMMOMICAL r Rr Roland a ivR . and Radler Sfoue MO WV_ BORders Drawer 6130 .A MI CO 91620 ,A.itention: Mr. Roland Radlej, Rn l.tt.gpeetion'Of septic S te"j installalHun Lot 98, Colorow 2374 C".oiorovv Road Eagle County, Colorado At the request €�f TeIM INTO-ILOAV;Iarn. orx vc tuber 9,. /"ui 1, we viS4teQ Fnc constructiort site nt Parcel 9, Sorrel Hills at Castle Peak Ranch, 175 Sorrel Hills R04 Eagle County, Colorado, jile pUrpOse of our site visits was to Obsen a the itzstallttiorr of the septic SyStetRx, They installed the system in overall compliaflce with the septic system design, Drawii tg No 20242SD.DWO, dated September 20, 2001, arxd as shy ou. the attached as -built sketch, They installed a 2000-gallon, two compartments. a vrecast, concrete septic tank_. Two al-vanouts weero 'Mgta.11ed be4nmeen the house and the tank. �_Iie effluent line was about 70 feet long_ Nitlmv-szaven .Standard in�iltMatWr r'i, xx in oven tjcVrAcyj*S, Arlie tztxaiix�tc+rs .� �a , uAAALF WLVF +✓u33j t w�r`rc iu�i&YYd were connected with serial distribution. In the first and last infiltrator of eaeb trench, inspection ports were AAA aa,lled. Horizontal distairceQ.cnicr isnrei' of the ieWhes, was 9.5 feet or more. All piping was SDR-35, 4-inch PVC. The depth of the trenches was no more than 36 inches. ff j ou have any questions, please do not hesitate to call, Sincerely, "l Enginee0i V 144>_ �'Pstr[vsl£ President Mll 29528 a a"pt" sstanoovg7`; 11ItMmI�r�t'���`� Cc: Ms. Laura -Fawcett, Eagle County- Envira>t7wetttal Health Division, fax: 328-0349- �.Cl, �� 203;� �uwrai-riri� �i� ?'Sat�:��� ��+7ti� �►�b-�(�Lit� :�'�f, ���fE� 6�(���.E�: MCf-t fX:f- OA-M 1 TM- =nr-I C f nI IKITV =KII I U=nl TU - tje�C- A �� �j „ � i r'R4J€Ct 1]ESL�a1P�• III VIM rs. Inc. LOT 96, COWROW, 232B COLOR0W ka. PRQ�20h02 C'VUJG8(ITEC��+TICfIr, EAGLE COUNTY, COLORP00 rsosXqFAssar 2040-00 STONE MOUNTRiN BUiLAER MEELAN RES. �►ar� OS-20- 2041 i � r �. C.31t j P.Q. BOY, 2837, BdWEdsg CO 81632, (970) 926-9088 'f'e1, (97fJ) 9 _9()89 F'ax Mr4P-;hA-P9lGIP L.lPn Vir! G17PM Tfl- Fp�'I P rni lWTV PWIJ WP:C]I TI-I vjnf--i=- a SECTION:2.30.050 41114L/TY10ZIM-9 FANCE �999 " �7 �� FM0450 ca c0Mp9� i . L �' L✓'\L \E FO `� Supersedes ersdes edes ti �•' � Z Product information presented here reflects • L :r �' 0399 a conditions at time of / L./ publication. Consult factory ' regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 VISItOurweb Site: inconsistencies. SNIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 http://Www.zoeller.com COMPARE THESE FEATURES (502) 778-2731 • 1 (800) 928-PUMP • FAX (502) 774-3624 • Non -clogging vortex impeller design bronze class 84-8-0-4. • Durable cast construction. Cast iron switch case, base, motor and pump housing. No sheet metal parts to rust or corrode. All cast iron class 25-30 25000# tensile strength. • Stainless steel screws, bolts, float rod, handle guard, arm and seal assembly. • 20 foot UL listed 3-wire neoprene cord and plug. Extra cords lengths available in 25-35-50' length only. • 3-phase models available. (292, 115V, 1 PH only) • Motor - 60 cycle, 3450 RPM, oil filled, hermetically sealed, automatic reset thermal overload protected (1 PH only). • Maximum temperature for sewage or dewatering 130° F (54° C), 120' F (49' C) for WD295. If over 130' F. consult factory. T • Shaft Seal - Stainless steel carbon & ceramic rotary. • Corrosion resistant powder coated epoxy finish. • Upper sleeve bearing and lower ball bearing running in bath of oil. • Square Ring & Gasket - Neoprene. • All models pass 2" solids (sphere). • Major width 121le". Height 18 `l,;". (Single seal pumps) • Automatic units available with floatoperated, submersible (NEMA 6) 2-pole mechanical switch. On point 14'/4" - Off point 5". • Specify 2" or 3" NPT female flanged vertical discharge. • 100% computerized testing. MODELS 4292-4293-4294.4295 DOUBLE SEAL PUf4PS (nonaluto on.1y) • Protects motor from seal leaks. • Improved bearing lubrication. • Helps eliminate seal and bearing damage from dry runs. • Major width 12'/e Height 20'/16". Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles. 292 - 293 - 294 - 295 Single Seal Series 4292 - 4293 - 4294 - 4295 Double Seal Series (For Pump Prefix Identification see News & Views 0052) C. t HE PJTY Mq S . ... f• �. � [ CRAFS S VA �t POWDER SUBMERSIBLE MEMBER COATED t r, -, _I—SA5. TOUGH' Noi mol var Sys *See back page For UL 5 CS-'. Lis;inos OR DEWATERING PUMP © Copyright 2000 Zoeller Co. All rights reserved. HEAD CAPACITY CURVE YODELS ®���� ����� MEN ®� �� 20- �MMMMEMEMEMMEM __ Itit&'�®MIttt� ® 1i\�■MME■M■■Nn■ ��Mwm tt!»� ■N�. ►. OMENMEN fir\■� ■■\. \. NO■ENOME nE\�u■� ■■� OMEN■■■■ OMEN ■M■■►. ► ■n►. V■O■n ME MEN NM\. . ■ E�TERS� '0 90 -160, 2-0'V "'20V-00J1E0, V560V VE'�0 120` 60o` jeeo 110. PER .0c A CAUTION Model 293 should not be subjected to less than 15. feet TDH. Standard all models . 20 ft. cord • "I H.P. 292MODELS 4292MODELS Control Selection Listings SingleSeal DoubleSeal I Volts - Phi Mode I Amps I Simplex I Duplex CSA I UL M292 j --- 115 11 Auto 1 15.0 11 or 1& 9 Y y N292 N4292 115 1 I Non I i5.0 I 2& 8 3 or 5& 6 I Y I Standard all models - 20 ft. cord - 1 H.P. 293MODELS '4293MODELS Control Selection I Listings SingleSeal DoubleSeal Volts - Phi Mode I Amps I Simplex I Duplex I CSA I UL D293 - 230 1 Auto I 10.2 1 or 1& 9 Y Y E293 E4293 230 1 Non I 10.2 2or2&8T 3 or 5& 6 I Y" Y H293 i - 200-208 1 Auto 12.0 1 or 1& 9 I Y N 1293 ' 14293 200-208 1 Non 12.0 2& 8 1 3 or 5& 6 Y N ' F293 ' F4293 230 31 Non 7.6 I 2& 4 1 3& 4 or 5& 6 I Y Y J293 J4293 1 200-208 31 Non 8.2 1 2& 4 1 3& 4 or 5& 6 Y Y G293 IG4293 1 460 31 Non I 4.0 1 2& 4 1 3& 4 or 5& 6 I Y I Y ' BA293 - 575 31 Non I 3.3 2& 4 3& 4 or 5& 6 I N I N Standard all models • 20 ft. cord . 116 H.P. 294MODELS 4294MODELS Control Selection Listings SingleSeal DoubleSeal Volts - Ph Mode Amps Simplex Duplex I CSA I UL D294 -- 230 1 Auto 13.7 1 or 1 & 9 Y Y11 E294 E4294 230 1 Non 13.7 2 or 2 & 8 I 3 or 5 & 6 Y:1 Yo1 ' H294 - 200.208 1 I Auto 16.5 1 or 1& 9 I N N ' 1294 14294 200.208 1 Non 16.5 2& 7 3 or 5& 6 N N ' F294 ' F4294 230 31 Non I 9.5 2& 4 3& 4 or 5& 6 Y I Y J294 J4294 200-208 31 Non 10.8 I 2& 4 3& 4 or 5& 6 I Y Y G294 G4294 1 460 31 Non I 4.8 1 2& 4 I 3& 4 or 5& 6 I Y( Y ' BA294 •- 1 575 31 Non 1 3.8 1 2& 4 1 3& 4 or 5& 67 Y N Standard all models • 20 ft. cord - 2 H.P. 295MODELS '4295 MODELS Control Selection Listings SingleSeal DoubleSeal Volts - Phi Mode I Amps I Simplex Duplex CSA UL D295 - 230 11 Auto 17.1 1 or 1& 9 N I Y E295 E4295 230 1 FNon 17.1 2 & 7 3 or 5 & 6 Ya Y WD295 I - 230 1 Auto 17.1 N N ` H295 - 200-208 11 Auto 20.5 1 or 1 & 9 N N 1295 14295 200-208 1 1 Non 20.5 2& 7 3 or 5& 6 N N ` F295 F4295 230 31 Non 12.2 2& 4 3& 4 or 5& 6 Y Y `�G2955 J4295 200-208 3 Nan 14.3 2& 4 3& 4 or 5& 6 Y Y G4295 460 3 Non 6.1 2&4 3& 4 or5& 6 Y Y - 575 3 Non 4.9 2& 4 3& 4 or 5& 6 Y N 18 20 7/16 4 1/8 8 3/4 F6 1/21 I Y - 11 1/2 NPT 3' -8NPT `9' - 11 1/2 NPT 8 NPT SELECTION GUIDE SK863 SK1415 1. Integral float operated mechanical switch, no external control required. 2. Single piggyback wide angle variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. Mechanical alternator `M-Pak" 10-0072 or 10-0075. 4. Simplex control panel. Refer to FM1228. 5. See FM0712, for correct model of Electrical Alternator. 6. Variable level control switch 10-0225 used as a control activator, with electrical alternator duplex (3) or (4) float system. 7. SIMPLEX CONTROL BOX 10-0050, 115/230V, 1 Ph. max. 2 HP uses: One (1) single piggyback wide angle variable level float switch or two (2) 10-0225 control switches for level control. 8. 4-hole "J-Box", junction box, for watertight connection or wired -in simplex or duplex operation. 9. 2-hole "J-Box", junction box, for watertight connection or splice. A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). For information on additional Zoeller products refer to catalog on Simplex controls, No Molded Plug FM1596; Piggyback Variable Level Switches, FM0477; Electrical Alternator, m UL listed unit available with 20 Amp plug. FM0486; Mechanical Altemator, 171,10495; Sump/Sewage Basins, FM0487; and m CSA Approval without plug cap. Simplex Control Box, FM0732; Rail Systems, FM0787; and Junction Boxes, FM1597. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump © Copyright 2000 Zoeller Co. All rights reserved. . — — . ... — 11— .. ,....1r � ,— va Yvvele.i - VC "" K WLA1--G—IJV w K 'mow �.v�' aiii�.iz�� ering Ltd. January 28, 1998 Steve Wujek Knight Planning Services P.O. Box 947 Eagle, CO 8163I Re: Septic System Analysis 1^, Lot 9B, Colorow at Squaw Creek = Eagle County, Colorado Project No. 97-0412G Gentlemen: Inter -Mountain Engineering is pleased to have provided you with the engineering services as you requested. The purpose of the field investigations was to determine. if it was possible to construct a conventional leach field at the site. We have been furnished with a copy of the letter prepared by Scott D. Hum of Eagle County regarding the Minor Type A Subdivision of the Lot which outlines concerns regarding the feasibility of a Individual Sewage Disposal System (I.S.D.S.) for the proposed Lot 9B. Concerns regarding the leach field were primarily caused by the failure of an old leach field, which served the residence located on Lot 9 (proposed 9A). The old leach field had failed and the construction of a new I.S.D.S, system was required by Eagle County. The new system consisted of a new septic tank(s) and a new chamber absorption field, which consisted of approximately 504 linear feet of infiltrator chambers. The location of the septic tank(s) and the new absorption field are illustrated on the attached site plan. The major anticipated difficulty with regard to the installation of the septic absorption field is the relatively shallow -bedrock stratum in the area. Previous experience by Inter - Mountain Engineering suggests that the bedrock in the area is shallow. Colorado and Eagle County regulations regarding I. S.D.S. require that at least a 4-foot separation between the bedrock and the bottom of the absorption field. 8392 Continental Divide Road, Suite #107 • Littleton, Colorado 80127 • Phone: 303/948-6220 • Fax: 303/948-6526 77 Metcalf Road, #200 • Box 978 • AvOn, Colorado 81620 • Phone: 970/949-5o72 • From Denver Direct: 893-1,531 1'd 8996-6b6 (OL6) s�iompoo❑ ueadojn3 ego:Rn ❑❑ 2n ion Iq Septic System Evaluation 'Knight Planning Lot 913, Colorow Subdivision Page 2 Inter -Mountain Engineering subcontracted Nottingham Excavating to performed exploratory test pits several areas down gradient from proposed building envelope. Several test pits were performed on December 29, 1998 at locations to the west of the building envelope as illustrated on the attached site plan. The test pits were performed using a small trackhoe. The area had approximately 16 inches of snow at the time the test pits were performed. A summary of the soil profiles are shown on the test pit records, Three soil test pits were dug to help determine soil types and depth to bedrock materials. The soils encountered in Test Pit No. 1 consisted of a brown sandy SILT which contained variable amounted of sandstone cobbles to a depth of 6 feet. The soils encountered in Test Pit No. 2 were the same as encountered in Test Pit No. 1. The soils encountered in Test Pit No. 3 consisted of a brown, slightly sandy, clayey, SILT to sandy CLAY. The percolation tests were performed on January 13, 1998 in the vicinity of the proposed absorption field, refer to site plan. The percolations was performed to help determine water infiltration rates of the soils. Three 6-inch diameter percolation test holes were drilled using a 6-inch diameter augger to depths of approximately 30 inches. The approximate locations for the percolation test holes are shown on the site plan, refer to Figure No. 1. The test holes were filled with water 24 hours prior to the actual testing to allow the soils to inundate. The percolation results are shown in the attached table. The percolation rates range from approximately 27 min/inch-to.,90 minlinch,, Although the percolation test holes and profile pits were dug to obtain a reasonable accurate determination of the absorption field conditions, variations in the subsurface conditions are also possible. Variations that exist beneath the absorption field may become evident during the excavation The site appears to be able to support a septic system in the area shown. Multiple or alternative locations of the test pits does not appear to be possible because of site boundaries, gradients, and areas of shallow bedrock. Alternative site's or locations for the absorption field may result in a mound type absorption field design. The recommendations provided herein are based on experience in the area and from the on -site field exploration. The information obtained form the field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the particular times designated. Subsurface conditions at other locations and times may differ from the conditions at these locations. The extent of any variations between the test borings may not appear evident until excavation is performed. However, only minor variations are expected. If during construction conditions appear to be different, this office should be advised so reevaluation of the recommendations may be made. ,-'d 9996-606 tOL63 sMiampooM ueado,an3 ESO =BO 00 20 400 0 scptic Systcm Evaluation 'K,ttight Planning Lot 9B, Colorow Subdivision Page 3 This document was prepared for the exclusive use of Knight Planning Services. The use of this document or the information contained herein by any other person or entity is not authorized. In the event any other person or entity desires to use this document for the information contained herein for any purpose, they must first contact Inter -Mountain Engineering for written authorization The findings and recommendations of this report have been prepared in accordance with locally accepted professional engineering standards for similar conditions at this time. There is no other warranty, either expressed or implied. attachments LTD. B'd 8996-6iF6 (OG6) Ej s�.aompooM ueado.an3 ego:Rn n❑ Rn Ion 1. Soil Percolation Test - Pit Locations Lot 99 Coloro w Subdivision Eagle County, Colorado DRAWN BY DF SCALE _ — i "AT"-*O112p198 1 FIGURE NO.: *,-Cl 9996-61►6 (OL6) s�aompooM ueedoan3 e90=B0 00 20 400 i BORING NO. TP---1 f DATE DRILLED: t /20 j98 ELEVATION: FIGURE NO.: IN EFEET PTH a' vxx O DESCRIPTION OF MATERIAL REMARKS (L 3 in 4n m 1 ) ••�- TOPSOIL SILT, sandy, slightly clayey to clayey, brown 5 SAND, clayey, w/weathered sandstone fra ements SANDSTONE, weathered, reddish brown i0 15 20 2s 30 �5 TEST BORING LOG � F'(Inter Mountain INDIVIDUAL SEWAGE DISPOSAL SYSTEM! EVALUATION neeringad, PROPOSED LOT 90, COLORQW AT SQUAW CREEK EAGLE COUNTY, COLORADO PROJECT NO.: 97-0412G S'd 13996-131+13 (OL6) ssjjompooM ueadojn3 W90:80 00 20 400 BORING NO. TP-2 I f DATE DRILLED: 1 /20/98 ELEVATION: FIGURE NO.,. z Wj INEPTH o DESCRIPTION OF MATERIAL REMARKS FEEW S fA I CO J 0 TOPSOIL SILT, sandy, slightly clayey to clayey, brown 5 SANDSTONE, weathered, reddish brown m 15 20 25 30 35 TEST BORING LOG � lFg Mountain INDIVIDUAL SEWAGE DISPOSAL SYSTEM EVALUATION in eezin ua. PROPOSED LOT 98, COLOROW AT SQUAW CREEK EACLE COUNTY, COLORADO PROJECT NO.: 97-0412G 9'd 8996-6b6 [OL63 s�-fjompoom ueadojnEl e90:80 00 20 400 BORING NO. TP--3 .DATE • DRILLED: 2 /20/98 ELEVATION: FIGURE NO.: Z IN FEEw wl to = p DESCRIPTION OF MATERIAL REMARKS .a a. C r- 3 o m �w �a gn rrr TOPSOIL CLAY, silty, slightly sandy to sandy, brown 5rA SANDSTONE, weathered, reddish brown 44 i5 20 25 30 35 --- TEST BORING LOG 0 MbAe3rMo», un INDIVIDUAL SEWAGE DISPOSAL SYSTEM EVALUATION I>t>t�;'1l1eeY1>tig. PROPOSED LOT 9B, COLOROW AT SQUAW CREEK EAGLE COUNTY, COLORADO [PROJECT NO.: 97--0412G L`d B996-6v6 (OL6) s-4jompooM ueado,an3 e90=80 00 20 Ion w-- vim.-----VV I1VW VVVi.r L. 1+JV fLt I 1 V Zk 11MOULa Symbol 4Descrigt.ion st art gymb�.olys J JJJ topsoil J JJJ J JJJ ® Low plasticity clay Clayey sand Sandstone Notes •__ 1. Soil test borings performed on 1/20/98 using a track mounted CME 45 drill rig. 2. Ground water information is reported on each boring. 3. Boring locations were taped from existing features. 4. These logs are subject to the limitations, conclusions, and recommendatios provided in this report. B'd B996-61.6 (©L6) s-4uompooM ueadoin3 eLD=BD ❑❑ 2n ion e Q Lll d fl w Z _0 ❑ CO LU :3 9 0��r' IL 0 0 ao 0 O0Wu. Z U E- `.L 0 m LL_ < 1-000 LLI OO¢0-1 -j 0 a. gl J tL 0 N N N I J . J 1J4.. 0 to N O M 0 a O LO, LO W) ►f) Ln tin LL1 r"' •-" w r r r cQ L O iD LU n` Z 0 (� 0 � — F ww Q 0 O U3 cn 0 ¢¢ t 0 0 � w f- d. t 0 1- r Q o F- w Q Li- FO z L!J E- LL r w w ow.. o CN t a.. w a � t w a a wo O aY-o L j ti1 04� � _ M I-- = [� ¢ = p O ¢ w Q d w ¢ o Q w ¢ jUJ0 _ ❑ ❑ ❑ L3 m o o <R-i m 6'd 8996-6b6 [OL6) s),IjompooM ueadoin3 eL0=B0 00 2D 4o❑ ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH .UWNEK:_ n�Ij,'V-- -PHSYSICALADDRESS: ,2:3 LEGAL DESCRIPTION:_ A �,_tc( MAILING ADDRESS: TYPE OF DWELLING: I° <i ! NUMBER OF BEDROOMS: -s TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: Aa, / 1, /lza. I z / r ENVIRONMENTAL HEALTH SPECIALIST DATE ISDS PERMIT # L40 o 6 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH luo_' �f •PHSYSICAL ADDRESS: �o'LS- ° - LEGAL DESCRIPTION:. MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS: Co TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: Alma. II I kzah-gl ENVIRONMENTAL HEALTH SPECIALIST DATE LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Roland Radler Location: Lot 9B Stone Mountain Builders Colorow P.O. Drawer 6130 Eagle County, Colorado Avon, CO 81620 Project No.: 20202 P-1 P-2 P-3 TIME/DEPTH 29" 26-8/ 16" 28" 10 15" 12-8/16" 14" 10 17" 2" 13-4/16" 12/16" 15-12/16" 1-12/16" 10 17-4/16" 4/16" 13-12/16" 8/16" 17-8/16" 1-12/16" 10 17-8/16" 4/16" 14-4/16" 8/16" 18-8/16" 1" 10 17-12/16" 4/16" 14-8/16" 4/16" 19-8/16" 1" 10 18" 4/16" 14-12/16" 4/16" 20-8/16" 1" 10 18-4/16" 1 4/16" 15" 4/16" 21-8/16" 1" PERC RATE 40 MIN/INCH 40 MIN/INCH 10 MIN/INCH AVG PERC 30 MPI Average Percolation Hole Diameter: 20 Inches Holes Dug and Presoaked: September 5, 2001 Test Run: September 6, 2001 By: Peter Petrovski Soil Profile: 0-2 feet of topsoil 2-8' Reddish -brown, clayey sand to sandy clay No ground water encountered ZSDS Permit # ob`- O-00 Date to h k ISDS Final Inspection Completeness Form Tank is �� gal. Tank Material � 2 Tank is located 1_ /Jf t . and 2 G Iegrees fro (pesaanent landmark Tank is located ft. and degrees from (peranaat landaaricl Tank set level. L Tank 11CIR within 6" of finished grade. of a Size of field06its lineal ft. Technology «- �Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank: Inlet and outlet is sealed with tar ­,tape,. rubber gasket etc. V Winkvheis;t*o,compartments with the �:aiegar.t..cp partment closest to house. 30 7a. �Z1 as'ure. distance and relative diregt-� .to._,fx.eld; ..Depth of field. ft. interface raked. - t Inspection portals at the.end5of each trench._ .7 Z Proper distance to setbacks.a_RPC_A_� S d - '� Chambers properly installed as per manufacturer$ specifi��ions. (Chambers latched, end plates properly installed, rocks emoved from trenches, etc.) Type of pipe used for building sewer line S M? — , leach field f 35 - r 911I u ll _1 MO . � 1' "Al11 A MrAqse' 1 Inspection meets requirements,. Copy form to installer's file if recommendations for improvement. were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Z,ll& so 10 5 10 50 10 * 10 90 eoN STV 7, P kr-fA 1�4 D L, -LAJ FN \v A , J- rL JOB NAME. Lot #9B, Colorow HEELAN J �( 2325 Colorow Rd, Edwards JOB NO. /5,5 U JOB FOLDER Printed In U-SA logo-oo 20(40-00 -,.41-oti�a�� � 10h�oI 23 Z S et-c� PA ,� wi-l-o-too 2�o-�-ask t-ai—aog ��l�il a 1 0 A-K, QDg0 --O J:� 2lo`7-Zt,ll --ac, fol t��1 a rD Z 32S I 12'