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205 Bear Paw - 000000000000
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1484 Please call for final inspection before covering any portion of installed system. OWNER: The Vail Corporation PHONE: 845-2564 MAILING ADDRESS: P.O. Box 7 City: Vail State: CO Zip: 81658 APPLICANT: Linn Schorr PHONE: 926-3373 SYSTEMLOCATION: Bear Paw Trail, Bachelor Gulch TAX PARCEL NUMBER: 2105-112-00-007 LICENSED INSTALLER: B & B Excavating/Bill Ransdall LICENSE NO: 44-95 DESIGN ENGINEER OF SYSTEM: Alpine Engineering/Linn Schorr INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973. AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY YES NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # J :�:20 k1G•JJ HLi11Nt t14u. INN. 4-Yu y26 j1:5130 P.02 ISUS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVI.RONNIENTAL HEALTH OFFICE - EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-87551927-3823 (Basalt) PERYE[T AP]PLICAT10N FEE $150.00 PERCOI,A.TION 'PEST FEE $200.00 PROPERTY 0)kNER: The Vail Corsroratinn MAILING ADDRESS: P.C), Box 7. Vail. CO 81620 PHONE: APPLICANTICONTACT PERSQN;_ Linn Schorr. A] ine En inLc.ring Inc. PFi(�NE: 970226-3373 LICENSED SYSTEMS CONTRACTOR: B&13 Excavatin ADDRESS:Drawer 249 Vail CO 81658 PHONE: 970 926-3311 PERMIT APPLICATION IS FOR. (X) NEW CONSTRUCTION () ALTERATION () REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: NW I%4 Sectjon 14 TSS_ R82W 6tb P.M, Eagle Co. CC) Parcel Number: Lot size_ 3.59 acres Physical Address: Bcar Paw Trail Bachelor Gulch PUD Fa le Co. CO BUILDING TYPE: (Check appliVabie category) () Residential/Single Family () Rcsidential/Multi-Family* W Carrin)or0iaUlndustri�I* Number of Bedrooms Number of Bedrooms Type Rea] Estate Sales Office TYPE OF WATER SUPPLY: Well (3t) Spring () Surface ( ) Public () Narn.e of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN! MUST BE ATTACHED TO APPLICATION' MAKE ALL REMITTANCE PAYABIJE TO: "EAGLE COUNTY TREASURER" SIGNATLJRE: DATE: AMOUNT PAID: �c� (�� RECEIF DATE__ �� I�1 7; CHECK #� C;ASf1ICR:> TOTAL P.02 SEPTIC SYSTEM APPLICATION BEAR PAW LODGE BACHELOR GULCH PUD Prepared for: The Vail Corporation P.O. Box 959 Avon, CO 81620 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 (970) 926-3373 R RN �i 4,: IN =� e 2 i s 95 F;. 9'5� Tt a . t", SEPTIC SYSTEM APPLICATION INTRODUCTION Bear Paw Lodge is a proposed real estate sales office, to be located in the Bachelor Gulch PUD, NW 1/4, Section 14, T5S. R82W, 6th P.M., Eagle County, Colorado. Bachelor Gulch is presently not served by Upper Eagle Valley Consolidated Sanitation District; an individual sewage disposal system is proposed. This system is anticipated to be in service approximately two years until the UEVCSD wastewater collection network is extended to this area and a permanent facility is built. The proposed system will consist of two 1500 gallon -capacity holding tanks connected in series. The tanks will be pumped when full; no effluent will be released to the environment. Float switches connected to alarms will be provided to indicate when the tanks are full. A float switch located in the first tank in series will indicate that the system needs to be pumped. The second tank in series is provided for emergency overflow capacity. The float switch on this tank will indicate that use of the system must be discontinued until it can be pumped. This second alarm will also shut off power to the water supply well to preclude overflow releases from the system. PROPOSED USE Bear Paw Lodge is proposed as a sales office with four permanent workers, kitchen service and potential to entertain (paper service) up to 40 visitors per day during special events. Porta-potties will be provided for special events. QUANTITY OF SEWAGE 4 office workers x 15 gpd = 60 gpd kitchen sink 4.4 gpd/person x 4 persons = 18 gpd dishwasher 1.8 gpd/person x 4 persons = 8 gpd TOTAL = 86 gpd HOLDING TANK SIZE 2 x 1500 gallon tanks connected in series. APPLICABLE SETBACKS The proposed location of the septic and holding tanks is outside of all applicable setback distances. Application for ISDS Permit I Bear Paw Lodge ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: The Vail Corporation MAILING ADDRESS: P.O. Box 7, Vail, CO 81620 PHONE: APPLICANT/CONTACT PERSON: Linn Schorr, Alpine Engineerinjz, Inc. PHONE: (970) 926-3373 LICENSED SYSTEMS CONTRACTOR: B&B Excavating ADDRESS:Drawer 249, Vail, CO 81658 PHONE:(970) 926-3311 PERMIT APPLICATION IS FOR: (X) NEW CONSTRUCTION () ALTERATION () REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal --� Parcel Number: 0614 2-2- Lot size: 3.59 acres -fuJ - par Qj , Physical Address: Bear Paw Trail, Bachelor Gulch PUD, Eagle Co., CO BUILDING TYPE: (Check applicable category) () Residential/Single Family Number of Bedrooms () Residential/Multi-Family* Number of Bedrooms (X) Commercial/Industrial* Type Real Estate Sales Office TYPE OF WATER SUPPLY: Well (X) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ' SIGNATURE: v:Ullis AMOUNT PAID 4 /6 0 RECEIPT # 19 ()i y DATE: 1 z l 1 5' CHECK 4 �3 /2� CASHIER: Sheetl� ��.?-- \ �- c�-� Its TIME HOLE #1 JHOLE#2 HOLE #3 DEPTH MPI DEPTH MPI DEPTH MPI 15:15 3.00 3.00 15:25 13.38 0.96 9.88 1.45 15:30 13.63 _ 20.00 10.88 5.00 15:35 14.63 5.00 12.00 4.46 15:40 14.75 41.67 12.88 5.68 5.50 15:45 14.88 38.46 13.68 6.25 9.00 1.43 15:50 15.00 41.67 14.50 6.10 10.00 5.00 15:55 15.07 71.43 14.88 13.16 11.00 5.00 16:00 15.13 83.33 15.50 8.06 11.68 7.35 16:05 15.25 41.67 16.25 6.67 12.13 11.11 16:10 15.38 38.46 16.50 20.00 12.50 13.51 16:15 15.50 41.67 16.75 20.00 13.25 6.67 16:20 15.631 38.46 17.13 13.16 13.68 11.63 16:25 15.75 41.67 17.75 8.06 14.50 6.10 16:30 15.88 38.46 17.88 38.46 14.88 13.16 AVERAGE LAST 25 MIN. F 40.06 17.7251 10.36 Page 1 Dimensional Data GALLON *�c k�_ Y = MANHOLE;, PRODUCT CAPACITY HEIGHTx� WIDTHS LENGTHDIAMETERxODE Below 300 Cistern 51" 54" Diameter — 1-20" NW030040214 Ground Tanks 500 Cistern 42" 51" 101" 1-20" NW050040016 1000 Cistern 58" 60" 102" 2-20" NW100040324 1250 Cistern 68" 55" 116" 2-20" NW125040326 1500 Cistern 66" 55" 143" 2-20" NW150040278 GAL%O,N. CAPACI " HEIGHT DIAMETER : DIMEER i FILL TN PRC lAIyETER,. �O �.qr.... �'. Above 65 Vertical 38" 23" 1 1/4" 8" NW006560213 Ground Tanks 325 Pick-up 31" 62" 2" 8" NW032540160 550 Vertical 42" 67" 2" 16" NW055040023 1550 Vertical 65" 87" 2" 16" NW155040235 Please Note: Tank availability and dimensions may vary according to manufacturing location. Please contact your Hancor distributor for specific details. Inspection Single Manhole Boss 6` Inspection Configuration Pipe 4' Tee 4' Inlet/ Outlet — I Rubber Gasket To Suit Code 4' Inlet/ 4' Tee Outlet Rubber T Two Manhole Gasket To Suit Code Configuration Excavation Maximum back fill cover (A) 30" Minimum backfill cover (A) 6" Maximum sidewall/end wall allowance (B) 12"/24" Bedding (C) Bedding should be a well compacted sand/gravel mix- ture: 6" minimum in soil terrain, 12" minimum in rock terrain Tee & Gasket Installation A. Install neoprene gasket into preformed hub area. B. Install pipe thru gasket and make connection to 4" sanitary tee. Solvent weld cement is recommended for making connections. C. Tees should be located directly under inspection ports/manhole opening. NOTE: It is recommended that you check with your local sanitarian for information regarding tee exten- sions, etc. Backfilling Exterior A. Pre -install cover and/or manhole extension and cover before backfilling. B. Backfill with 12" maximum layers of sand/gravel mixture. It is important that layers be well compacted. Always compact ends first. C. Fill tank with water in equal proportion to backfill. D. Be certain to compact backfill under inlet and outlet pipe. Backfilling the Top A. When the septic tank is filled with water, backfill to the surrounding level. General Notes; 1. Do not use a Norwesco septic tank for drinking water. 2. Always refill the tank with water following periodic septic pumping. 3. Do not install across path of vehicles or heavy equipment. 4. Do not install this tank in excessive high water table areas. 5. A Norwesco septic tank is designed for use as an underground tank only. Norwesco septic tanks (w/the exception of the 300 gala model) cannot be used as a holding tank or pump chamber. Failure to comply with Norwesco's installation proce- dures and general notes will void warranty. 5 n • Hancor Branches Ar Norwesco Branches Hr"64m Hancor, Inc. P.O. Box 1047, Findlay, Ohio 45839-1047 California (209) 892-3353 (800) 892-3351 (Entire U.S.) Fax # 209-892-6677 Florida* (407) 933-5615 FAX # 407-846-3597 Georgia (912)273-1081 (800) 672-7264 (GA only) (800) 841-6500 (AL, MS, TN, KY, NC, SC, FL) FAX # 912-273-7242 Larson Drainage Systems a subsidiary of Hancor, Inc. Indiana (812) 446-2385 (800) 742-0533 (IN only) (800) 457-0616 (IL, KY, MI, WI, TN, MO, OH) FAX # 812-448-2647 Iowa (319) 283-3324 (800) 632-5923 (IA only) (800) 225-7591 (Outside IA) FAX # 319-283-5743 Michigan (517) 845-2013 (800) 525-0052 (MI only) FAX # 517-845-3198 NATIONWIDE MANUFACTURING AND DISTRIBUTION CENTERS OFFER FAST SERVICE AND DEPENDABLE DELIVERY New York Ohio (Plant) (800) 847-5880 (Entire U.S.) (419) 424-5200 (607)565-3031 (Waverly) (800) 472-9557 (MI, OH, IN, PA, WV, KY) FAX # 607-565-3029 FAX # 419-424-5222 Minnesota (507) 238-4791 (800) 862-5575 (MN only) (800) 533-0424 (Outside MN) FAX # 507-238-9558 North Carolina (919) 563-5551 (800) 682-2236 (NC only) (800) 752-0010 (DE, GA, MD, SC, TN, VA, WV, So. OH Only) FAX # 919-563-4587 Ohio (Main Office) (419) 422-6521 (800) 537-9520 (Entire U.S.) Texas (512) 293-6315 (800) 242-3521 (TX, LA, AR, OK, NM, CO) FAX # 512-293-3008 Washington (206) 943-3313 (800) 654-5401 (WA only) (800) 544-1001 (OR, CA, ID) FAX # 206-352-0384 For Distributor's Use: © Hancor, Inc., 1990 NWT1-10990WM © Norwesco, Inc., 1990 SEPTIC SYSTEM APPLICATION BEAR PAW LODGE BACHELOR GULCH PUD 4ge- tu a- AL� b-fi6llj i�ull( /000 BE Prepared for: The Vail Corporation P.O. Box 959 Avon, CO 81620 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 (970) 026-3373 SEPTIC SYSTEM APPLICATION INTRODUCTION Bear Paw Lodge is a proposed real estate sales office, to be located in the Bachelor Gulch PUD, NW 1/4, Section 14, T5S. R82W, 6th P.M., Eagle County, Colorado. Bachelor Gulch is presently not served by Upper Eagle Valley Consolidated Sanitation District; an individual sewage disposal system is proposed. This system is anticipated to be in service approximately two years until the UEVCSD wastewater collection network is extended to this area and a permanent facility is built. PROPOSED USE Bear Paw Lodge is proposed as a sales office with four permanent workers, kitchen service and potential to entertain (paper service) up to 40 visitors per day. QUANTITY OF SEWAGE 4 office workers x 15 gpd = 60 gpd kitchen sink 4.4 gpd/person x 4 persons = 18 gpd dishwasher 1.8 gpd/person x 4 persons = 8 gpd 40 visitors x 1.8 gpd/person paper food service = 60 gpd 40 visitors x 3 gallons/flush = 120 gpd TOTAL = 270 gpd TOTAL X PEAKING FACTOR (1.5) = 405 gpd SEPTIC TANK SIZE 405 gpd x 30 hrs/day = 506 gallons 24 hrs/day Round to 750 gallon capacity septic tank. SOILS INVESTIGATION n KS 7 0 -S A soil profile pit was excavated by backhoe on May 14, 1995 in the proposed leach field area to a depth of eight feet. Top soil was encountered to a depth of approximately 1.0 foot followed by a graveley silt with small amounts of clay to the extent of excavation. Neither groundwater nor evidence of a seasonal high water table were encountered in the profile pit. Three percolation tests were conducted in the proposed leach field area on May 15, 1995. Three holes were dug to a depth of two to two -and -a -half feet, encountering approximately Application for ISDS Permit Bear Paw Lodge 1.0 foot of top soil followed by a gravely silt with small amounts of clay. Hole #3 encountered cobbles at approximately 2.5 feet. The results of the tests are tabulated on Sheet 1. All three tests indicated sufficient percolation rates. Due to the presence of clay at the site, the most -conservative value, 40 minutes per inch, was chosen for design purposes. TRENCH DESIGN A = Q/5 (T)o.s A = (405 gpd/5) (40 mpi)o.s A = 512 SF with a 50% reduction for infiltrators = 256 SF Check with maximum recommended application rate: 405 gpd/1.2 gpd/SF = 337 SF OK Length of trench: L = 256 SF/3 ft. wide trench = 85 ft. TOTAL LENGTH For a conservative design, 3 trenches of 48 feet in length are proposed, for a total absorption area of 432 square feet. APPLICABLE SETBACKS The proposed location of the septic tank and absorption trenches is outside of all applicable setbacks distances. Application for ISDS Permit 2 Bear Paw Lodge ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: The Vail CoMoration MAILING ADDRESS: P.O. Box 7, Vail, CO 81620 PHONE: APPLICANT/CONTACT PERSON: Linn Schorr. Alpine Engineering Inc PHONE:_(970) 926-3373 LICENSED SYSTEMS CONTRACTOR: B&B Excavating ADDRESS:Drawer 249 Vail CO 81658 PHONE:(970) 926-3311 PERMIT APPLICATION IS FOR: (X) NEW CONSTRUCTION () ALTERATION () REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: NW 1/4 Section 14 T5S R82W 6th P.M. Eagle Co.. CO Parcel Number: Lot size: 3.59 acres Physical Address: Bear Paw Trail. Bachelor Gulch PUD Eagle Co., CO BUILDING TYPE: (Check applicable category) O Residential/Single Family Number of Bedrooms () Residential/Multi-Family* Number of Bedrooms (X) Commercial/Industrial* Type Real Estate Sales Office TYPE OF WATER SUPPLY: Well (X) Spring () Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYA TO: "EAGLE COUNTY TREASURER" SIGNATURE DATE:_ S J a AMOUNT PAID: RECEIPT # CHECK # DATE: CASHIER: Sheetl� � I + s 10�S- TIME HOLE #1 HOLE #2 HOLE #3 DEPTH I MPI DEPTH MPI DEPTH MPI 15:15 3.001 3.00 15:25 13.381 0.96 9.88 1.45 15:30 13.631 20.00 10.88 5.00 15:35 14.631 5.00 12.00 4.46 15:40 14.751 41.67 12.88 5.68 5.50 15:45 14.881 38.46 13.68 6.25 9.00 1.43 15:50 15.001 41.67 14.50 6.10 10.00 5.00 15:55 15.071 71.43 14.88 13.16 11.00 5.00 16:00 15.131 83.33 15.50 8.06 11.68 7.35 16:05 15.251 41.67 16.25 6.67 12.13 11.11 16:10 15.38 38.46 16.50 20.00 12.50 13.51 16:15 15.501 41.67 16.75 20.00 13.25 6.67 16:20 15.631 38.461 17.13 13.16 13.68 11.63 16:25 15.751 17.75 8.06 14.50 6.10 16:30 15.881 38.461 17.88 38.46 14.88 13.16 AVERAGE LAST 25 MIN. 40.06 17.7251 10.36 Page 1 INFILTRATOR SIZING CALCULATION WORKS HE. T Step 11 - Determine: Bed Configuration Trench Configuratior. —X Step 12 - 'Determine: Gravity Feed Pressure Dosing Mound (usually dosed) Step #3 - Determine SF of Absorbtion Area for gravel system unless already determined for Infiltrator SF Grave: Step 14 - Calculate infiltratorO SF ter" SF of Gravel System for Trench X _ �� .�-� _ � SF of Infilt. SF of Gravel System for Bed' x Sr of Tnfilt. Step #5 - SF of infiltratoro Syste_•a 18.75 SF/Chanber = �3 n1:.•,.ber of InfiltratorO .Chambers Step f6 - Nu1:Lber of Inhltrator(D Chauabers x 5.25 LF/Cha::iber= VS0i Total LF of Infiltratorm Chambers GRAVITY FEED SYSTEMS Chambers + 1 open end + 1 closed end + 1 splash plate per row PRESSURE DOSING a DOSED MOUNDS = Chambers + 2 closed ends + 2 splash plates + 1 pipe hanger at each chamber to chamber connection per row we 1484-95 Tax Parcel #2105-112-00-007 JOB NAME NW 1/4, Sec 14, T5S, R82W, 6thPM Bear Paw Trail, Bachelor Gulch VAIL ASSO. JOB NO. JOB LOCATION BILL TO DATE STARTED .-DATE COMPLETED DATE BILLED l JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 Q� NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S A J.O. FOLDER 4