HomeMy WebLinkAbout565 Lariat Loop - 210505402012 - 1045-91ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 O 4'5 Please call for final inspection before covering any portion of installed system. OWNER: James R. Sanders PHONE: 303-926-1098 MAILING ADDRESS: P.O. Box 3201, Vail, CO 81658 AGENT: PHONE: SYSTEM LOCATION: 0565 Lariat Loop, Edwards South Forty LICENSED INSTALLER: LICENSE NO. DESIGN ENGINEEROFSYSTEM: Glen Palmer P.O. Box 37, Edwards, CO 81632 INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 720 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Per engineer design, as-builts required Need inspection portal at end of each line. Maintain 5 ft between lines and tank. Licensed installe required, p i� ENVIRONMENTAL HEALTH OFFICER: 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, C.R.S. 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. SECTION 111, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: 710 SQUARE FEET. INSTALLED SEPTIC TANK: 1000 GALLONS 6C2 DEGREES 30 FEET Zide 1e4ve5 �#vs,E SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: \\� PROPER MATERIALS AND ASSEMBLY • YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: Af ENVIRONMENTAL HEALTH OFFICER: DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANTIAGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT LO ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTYNumber: P . 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION1 FEE $150.00 I PERCOLATION TEST FEE S125.00 NAME OF OWNER: o rni' ,s o n MAILING ADDRESS: F10 . Bo)[ 1 �j (,j j I PHONE : q Va _ ] 0ci R' NA14E OF APPLICANT (If different from owner): ADDRESS: PHONE: DESIGN ENGINEER OF2 SYSTEM (If applicable): 1 C� PCLII' e ADDRESS: P�O • Lid 3 WrA r(>1 S PHONE: 612CP ' 3 3—B PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES ( ) h0 ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (>C) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: i Physical Address: 5 a r S Parcel Number• S -1Z Lot Size: S Legal Description. a — — a — BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: 3 NUMBER OF BEDROOMS: � WASTE TYPES (Check applicable categories_): Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use (X) Garbage Disposal (X) Dishwasher (X) Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: (" ) YES NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: O YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( ) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: If supplied by community water, give name of supplier: SIGNATURE: DATE:' INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 - Minutes per inch in Hole r2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: Absorption Trench, Bed or Pit ( ) Above Ground Dispersal ( ) Under Ground Dispersal ( ) Other AMOUNT PAID: O� RECEIPT NUMBER ( ) Evapotranspiration ( ) Sand Filter ( ) Wastewater Pond DATE: /5� 1n� NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept.,- Rev. 4/88) COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO May 1, 1991 James R. Sanders P.O. Box 3201 Vail, CO 81658 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1045 Enclosed is your ISDS Permit No. 1045. The enclosed copy of the permit must be posted at the installation site. You must call our office for final inspection before covering any portion of the installed system; the deadline for final inspections is December 1. If you have any questions, please feel free to contact us at the following numbers for your calling area: Basalt/El Jebel 927-3823 ext. 730; Eagle Valley 328-8730. Sincerely, &167 41�� Roger Hosea Asst. Environmental Health Officer Community Development cc: ISDS file encl. RH/alm COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO November 4, 1991 James R. Sanders Box 3201 Vail, CO 81657 RE: Final of ISDS Permit No. 1045 Dear Mr. Sanders: 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 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. Also enclosed are informational sheets regarding the care of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division, P.O. Box 179, Eagle, Colorado 81631. We can also be reached, depending on your calling area, at the following numbers: Eagle Valley 328-8730; Basalt/El Jebel 927-3823. Sincerely, 0 -4mr dt-t" C. Kelley Carhart Office Assistant ckc Encl: Information Sheets Final ISDS Permit cc: Chrono File ISDS File Building Permit File BED�DoN.! dN/T _ ,'tP'ogrcocd __.=_ 7s 44ti-p�sc�,/sty_ _—FloW = oppm _x 2 �Ns� s_ M X 7s x ! •; / _7 6PPf - 5/n/6�.E Ff!ir�r is Y ,eEs�s�i'f.C.E 3. 5 PEB'scz�/yN T F40W = 75 &AL sau 1 - _ __.._._._.. -. __.. ___ � _ ice'-`'''-- -- �3, 5 _-PEA Lv ^'-,T x �5_ �►a��.��y.X l.._5 .-.. 3�_4__G�.D _ _ ifwv_ �, :.. i 1 PA6Z. qy{ 11� 1 _.PoSTp�Ho Dv w tT'It +' i 40 L.ES I LL E t> W 17- K W h T-t� _..tZ_ 6. 3D P M i' HOLE I D E PTI+ WA T F I L.LED ro u 5:40 P. M ._ �4:5•t @ 13, 7-5 kOLE Z P?4 = 3Su l/JA-re - F ILLED To N1t O '5 f. M. 1-7 . S it TO. 17 N -- 5 : 05 -P. 'Ttf--.@.M____ A.3,s P. TfF .75tt r 11 1� f3 14.5 - I3.75 /_?5 MAN {-IOI.E Z _ 175 - 15,75" /35 M IN = M IN ' Sc, I LL C_LAc � _1� Lo^ m _ LoaPiNC, r tTe = 0,5O_ga) sF/daft _ I OPTIC. TANK SIZE V — LY_ FLOW _3_BE'PoeoM-._..__.IOCd ._.. q..... - - 2 4cce.5s �cv,eTS WITH6 1G diaW �.__ 41WICA AV M7r oe i 14 15 or s 14 41 -• N•T.S. �I (e) Maximum loading rates of effluent volume for soil absorption systems are as follows: Percolation Rafe Typical Soil Tailuns Maxinvim Loading Ran (minugs/inelt) soil Class (Appendix 2) (galJsq fiJdsy) 0.10 I Sand 1.30 11-20 71 Sandy Loam to Loam .72 21-30 111 Loam .50 31.40 IV Loam to Silty Loam .40 41-60 V Clay Loam .30 - - Over 60 VI Clay .20 (f) A minimum absorption system may be approved by the health officer as prescribed in Section 5-6.5(g) for one- and two-family residences based on the soil class as determined by the percolation rate (includes provisions for garbage disposal and washer). (g) The required square footage of soil absorption systems for one - and two-family residences is as follows: Required Bottom Required Bottom Absorption Area In eq. X Absorption Area in sq. IL Required Sidewall Areal Per Bedroom' for Per Sadnom' for in sq. M. per Bedroom' fag SON CWs Standard Trenches Seepage Beds seeps" Pits 1 165 Z. 215 185 11 300 400 335 111 440 575 480 IV SW • 3 V 740 • r mrmbar of bedrooms ;two (2). 'Absorption arse for seepage pits is figured as effective sidawaU area bereath the Inlet. 'Urruileble for seepage pits if percolation rats is over thirty (30) minutes per inch. •Unsuitable for seepage bads if percolation rate is over one inch (t") in thirty (30) minutes. - 4nruitable for conventional absorption systems. - 5-6.6 Adjustment for Deep Gravel ' The length of an absorption trench or seepage bed may be calculated by allowance for the sidewall area of additional depth of gravel in excess of six inches (6") below the bottom of the distribution pipe according to the following formula: Calculated = Length Required x W + 2 Length Prior to Adjustment W + 1 + 2d Where W = width of trench or field, in feet. and d = depth of gravel below distribution pipe, in feeL 5-6.7 The ground surface shall be graded to deflect precipitation or other surface drainage from the disposal area. The absorption area shall be protected against erosion. 5-7 Common Construction Requirements for Seepage Beds and Absorption Trenches 5-7.1 An absorption trench or seepage bed shall be of sufficient width and length or dimension to provide the required absorption area as specified by the permit. 5-7.2 The bottom of the absorption trench or bed shall be level. 3 _a-_._.. _.-:....__......__.w+:............-....... _ ,. _-...--.«......:....:.r_..r.._� �' Vim+ btJ-SITE MkTEP-OtL wAA&A> &eA"JEL i __ .. - i �.-.._.___._.__.____._.._EffEGT/f/E S f�E g�TGYE�N O,Z S /k►Jl� _:6s�tiC�._ i - i t IS i i i! 92 r V a V' R, rs "4"� dbRr�FT+�rrY�i`�'ivr r �crrYt';'%1c r s sY7`C5 w k3�*�N r%}��s� �T•�� °i���R" r j � ��/T�1°ri a `�'°l�'�'fk�c�'��r�'�+�`w t•t ! ivr _? '_.��+'M�{S r,�cr �• '�`'��'�` �,� C`' '�r tea ��f' � � t»a��„ @.. 1a45-91 JOB NAME JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE l e. ]A TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET NET PROFIT JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE, INC., GROT 11-4 - qj 6?6 Printed in U.S.A. mmom SEPTIC PLAN SCALE I"=20' NCTES L SCREW TYPE VALVE BOX TOP AND COVER 2 SAND 3 4" PV C PIPE 4 2- 22 V2• ELBOWS 6A^.KFILL A CCMFACT TC SPECIFICATIONS 6. BELL TYPE PLUG 7 WYE WITH 45• ELBOW (ALL BELL FITTINGS) 8. SEWER LINE, SEE PLAN FOR SIZE 9 END 4" PV C 3" FROM FINISH GRADE (-FINISH GRt.Di ' 6.51 1 , • i NV.180.5 TO A0.2 U'' SECTION THRU SAND FILTER TRENCHES GENERAL NOTES L PROVIDE RISERS ON SEPTIC TANK TO FINISH GRADE, Z COMPLY WITH ALL EAGLE CO. REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION. 3. PROVIDE 5' MIN CLEAR HORM BETWEEN TREES AND SEWER PIPES AND SEPTIC TAW. 4. PROVIDE INSPECTION PORTALS PER EAGLE CO REGULATIONS. LEGEND 5• PROVIDE W MIN BETWEEN TRENCHWALLS OF SAND FILTER TRENCH PROPOSED TREES �c PROPOSED SHRUBS v INSPECTION PORTALS 0 CLEANOUTS r