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Home My WebLink About14503 Colorado River Rd - 186113400009INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 _ Telephone: 328-8755 6P Q 3 �fo YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1557 Please call for final inspection before covering any portion of installed system. RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT PERCOLATION TEST FEE OWNER: RECEIPT # CHECK.# -(Site Plan MUST be attached) ISDS Permit, # 17✓ �_ ��Q APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT PERSON; 7oh n ti. Cw naq MAILING ADDRESS: 5a.me , LICENSED ISDS CONTRACTOR: COMPANY/DBA: PHONE: g %D �2r/• 59/g �� PHONE: uya,rds acaitj-h a -,R PHONE: ADDRESS: PERMIT APPLICATION IS FOR: (New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL -SYSTEM: Building Permit # (if known) 1J e 4 C>� -ice 6E 5 W. 63 iocunsJ, ►%' South Legal Description: subdivision: R0.11ge8(-Wes}- Filing: —Block: Lot No. Tax Parcel Number: J_ S -� -Q �_�r Lot Size:,e/(orQ�GYes Street Address: lLf'5o,, CDforczar) �?I,Ve '�q( BUILDING TYPE: (Check applicable category) (�() Residential/Single Family (" Residential; Multi -Farm ly* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Number of Bedrooms o�- Number of Bedrooms Type__ . *These systems require design by a Registered Profession 1 kng-4 SIGNATURE: Px *250-ff< Date: �� !1{-�•��% 0AL TO BE COMPLETED BY THE COUNTY AMOUNT PAID: iST� , �� RECEIPT #: j D a-0 � DATE: 7-2�6 CHECK #: u331 CASHIER: *** ADIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 _ Telephone: 328-8755 w F � Q YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1557 Please call for final inspection before covering any portion of installed system. OWNER: John H. Connor PHONE: (970) 827-5918/ 926-3795 MAILINGADDRESS: P.O. Box 347 city: Edwards State: CO zip: 81632 APPLICANT: John Connor PHONE: (970)_ 827-5918/ 926-3795 SYSTEMLOCATION: 14503 Colorado River Rd Gypsum TAX PARCEL NUMBER: 1861-134-00-009 LICENSED INSTALLER: Rrlcaarrlc Fxcavat-ingl Don JQhncnn LICENSE NO: 11-96 DESIGN ENGINEER OF SYSTEM: Jerome C . Law. RPE INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 434 SQUARE FEET OF TRENCH BOTTOM, via 14 infiltrators per engineer's design. SPECIAL REQUIREMENTS: Install as per engineer's design dated March 6, 1996. a Field verify soils Engineer responsible for final inspection. t,&-22.32 ^1' 41 ,4 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 WIDIVOL>.! L S M" GE A: sY,;7EM RiGULAT10NS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. 2 t J, INSTALLED ABSORPTION OR DISPERSAL AREA: 7J l�( SQUARE FEET. INSTALLED SEPTIC TANK: 1000 GALLON DEGREES 2 2- FEET FROM A)w �rnQr �D se SEPTIC TANK ACCESS TO WITHIN 8' OF FINAL GRADE AND / 2! 1. PROPER MATERIAL AND ASSEMBLY. �. �.: �Sf' N `.r pM E c,'' .�.�' �. HO&CSe COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: e NO •.�� ANY ITEM( CHECKED NO REQUIRES CORRECTION BEFORE FINAL ROJAL OF/SYSTEM IS MADE1 ARR GE A RE -INSPECTION WHEN WORK IS CORRECTED. L� , �" n 7alli i 2.5044 ! COMMENTS: 'rI ! 5 i ,r� •� �. ••i s p� ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO September 11, 1996 John Connor P.O. Box 347 Edwards, CO 81632 RE: Final of ISDS Permit No. 1557-96 Parcel #1861-134-00-009. Property location: 14503 Colorado River Rd., Gypsum, CO. Dear Mr. Connor: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 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 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files C-)mmunity Development Department (97M-8-87-30 Fax: 97n) ,28-7I85 i;aie. TO: FROM: EAGLE COUNTY, COLORADO -k 1006 l�lii� 1J, J Edwards Excavating Environmental Health Division zoo 8' �S-4 e,r oh oild, �!� 9� � t�� s erte� i h s7��/�T�e•� Issuance of Individual Sewage Disposal System Permit No. 1557-96. Property Location: 14503 Clorado River Rd., Gypsum, CO, Connor residence. Enclosed is your ISDS Permit No. 1557-96. 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. 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. minimum reauirements only, and should be brought to the property Permit specifications are owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Jerome C. Law, RPE SOIL PERCOLATION TEST For: John H. Connor Property By: Jerry C. Law, P.E. Date: December 12, 1995 Weather: Cloudy, 42°F, slight rain. Several weeks of unusually warm weather preceded the test. Standards: Eagle County ISDS, page 34. RESULTS: HOLE N° RATE (min/in.) 1 4.2 2 6.5 3 3.8 RECOMMENDATIONS: 1. Compact the soil during leach field construction to a consistent density and retest to assure at least a 5 min/in. percolation rate is achieved. 2. If 5min/in. can not be obtained by compaction then blend in some soil, containing clay, recompact and retest. �-.Ground water 11.33' SOIL PROFILE elevation 17.5' is Silty loam tion 15.83' :x ,115" Sandy loam evation 14.58' Sandy clay f -----elevation 11.17' 20"+ River rock and ravel g �PpA,RFc7,16,,. I certify the information shown for this percolation test to repr .e•'�� C,'°^°, the conditions observed on the John H. Connor property. Cam �'F; 25044 -, A�,. SIN NORTH 2 "I00YR. FcOoD' 7 27! /�/ T• �EOLRARY s sZ. Is ., ►MF►I.Mrmt .., C"ASER 67P,4 iylW-41- EX/ST/NG 6A7D 17. 2' crho : EXISPAM // `f75 kX15rIN( SIL/I ID NL Flo YEAR" NIGH GROUND WATER ►s.9x iVoRMA[" H/GN 60A WPMR /3 20' SECTION -� 1 t,+;2, SECTION r_2, 1. REMOVE I' WIDE Pl+r// OF GRASS 19ND ORONIC,S B ENE, 711 7WE CMA,mBERS BEFORE COIJs7wvc77AA6. 14XCAV67E, COMPACT "0 COUDUCT ERCoo'OrION 7-5Sr oN LEAC# FIELD AREA Tp ACI}/FYE 5mIAtIjAl, SEE PERC 7TSr F0,q PROCEDURE �.rYtov �n6 -mez5o"c.5 - y j i n IIn � i c�i �Ycnrn h� e ueau * UA-�-ieY EXISriNG Jo+HN CONIJOR SEPTIG JR 2 ,foj9(� , REV. FEq BY:.TERRY f' A k/7 A, :.immunity Development Department 9;0) 328-8'30 Fax :'970) TDI 9; ()l Date: TO: FROM EAGLE COUNTY, COLORADO May 13, 1996 Edwards Excavating Environmental Health Division Eagle Couil tv BU it illl i* P.O. Pox 1i9 00 i;road,v,% Eagic, Colorado t Issuance of Individual Sewage Disposal System Permit No. 1557-96. Property Location: 14503 Clorado River Rd., Gypsum, CO, Connor residence. Enclosed is your ISDS Permit No. 1557-96. It is valid for 120 days. The enclosed copy of the at the installation site. Any changes in plans or specifications invalidates permit must be posted the permit unless otherwise approved. Systems designed by a Registered Professional Engineer m certified does noby the perform final Engineer indicating that the system was installed as specified. g County inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. minimum requirements only, and should be brought to the property Permit specifications are owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Jerome C. Law, RPE .. �1. .... - 111, 11. - 1 r v - L7GJ I WE-Q I MIN HIV t L-r-mz) rAUL U.1 Jerry C. Law, P.E. 335 Donegan Road Glenwood Springs, Colorado 81601 (970) 9455 -27f 9 March 6, 1996 Missie Trujillo Environmental Health Specialist. Eagle County Building 500 Broadway Eagle, Colorado 81631-0179 Reference: John Connor lSDS permit. Dear Ms. Trujillo: Mere is the field data you requered for the percolation tests on the John Connor property: The three holes were dug at 3:00 P.M. on December 11, 1995 then filled with. water. The holes were topped off again with water at 3:40 and covered with boards, to prevent frost, before leaving the site_ The weather was partly cloudy with mid 40's temperature. The site was returned to on December 12,1995. All three holes were filled with water and allowed to soak. The initial time started when the level sank to at least 27" below the surface in the 36"+ holes: the bottom. 25% in other words. O 1 12:02:28 28.011 12:24-55 .33,375" 5,375"/22:27 4.2minAn 2 12:03:04 27.5" 12:25:50 31 A'° 3.5"722:46 6.5mWin 3 12:03:44 28.0" 12:26:30 34.0" 6.0"/22:46 3.8mWin 0.2 + 6.5 + 3.8) / 3 = 4.8 mutes per inch average Further percolation tests will be required during construction to increase the rate up to no less than 5 minutes per inch. The rate will be increased by blending in some silty loam soil and then uniformaily compacting the trash. Thank you for your pronVt professional atteution durhtg the permitting of Mr_ Connor's septic system, Please let me know if you need any Tuore information, Sincerely, r Jerry C. Law, P.E. Community Development Department (970)328-8730 Fax:(970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO February 26, 1996 Jerry C. Law, P.E. 335 Donegan Road Glenwood Springs, CO 81601 Dear Mr. Law Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 I have tried to contact you by phone on a few occasions to discuss the design of John Connor's individual sewage disposal system but I have been unsuccessful. I would like you to know that we have taken a look at the new design, but we are unable to permit the design. I have enclosed a copy from our EPA design manual' regarding the design of a mounded system for your reference. Along with a new design I would like to see the percolation test. Due to the fast percolation rate and the use of Infiltrators we use 15.5 square foot per unit in determining the number of units needed. Thank you for your attention to this matter. If you have any questions please feel free to contact our office at 328-8755. Sincerely, Missie Trujillo Environmental Health Specialist IV Z � Za ti w O = ocS #- y FL io we v> Z v� Oc J_ z � x Q J� 4 N Ti oc W K tu W = W O 'o m_ o� Y� n- H N V 3 RK g;o Jerry C. Law, P.E. 335 Donegan Road Glenwood Springs, CO 81601 (970)945-2769 January 31,1996 Environmental Health Division Eagle County P.O. Box 179 Eagle, CO 81631 Reference: John H. Connor Septic system permit Dear Environmental Department: The property to be developed by John Connor is 14.1 miles north of Dotsero along the Colorado River. The proposed building site is surrounded by a county road to the north, the railroad to the west, the Colorado River to the south -and Leonard Sinclair's property to the east. The leach field soils are mostly silty and sandy loams with a thinTlaver,of organics on the surface and river rock it a depth of 6'� 4" The December 12, 1995 water table below the surface. The challenge for this site was in isolating the absorbtion area from the water table by using a 20 mil pond liner, nd raiding the elevation of area ro'by 611. The normal high water table -level is 4.3 feet below the surface. The ten year high water table level is approximately 3.6 feet below the surface. The 100 year flood elevation is 3 inches below the surface. The leach field may be deemed "safe" due to the 20 feet distance between the leach field and the 100 year flood fringe. The cleansing action of the lined sand filter assures that the water cleaving the end of the filter will be relatively pure. See the drawing labelled "PATH OF SEPTIC FLUID" for a profile view of this safe 'distance from flood waters. The flow of septic water will pass through four vertical feet of a lined sand filter�then flow horizontally through another r: 20 to 92 feet of lined sand filter where the "purified" water will be wicked up by willow trees or flow harmlessly into the groundwater. DESIGN FLOW: Q=(75gpd (2 persona (2LBdrmsl 150'% = 450gpd perso Bdrm DESIGN AREA: Larger of: a) A= Q TT = 450gpd F 5 = 201 s.f. b) Q 450gpd = 392 s.f. (use larger) Loading rate 1.15 Since the "Infiltrator" chamber system is being used, take(/53/of the 392 s.f. �._ design area for construction or 208 s.f. The 208 s.f. is equivalent to 3' wide by 69' long. The chambers are 6' long, therefore use 12 chambers for a total length of 72' and a total area of 216 s.f. See attachedrawiings for design layout of pond liner, chambers, septic tank, pipe, and sand filter. Please let me know if you have any questions. Sincerely, Vi.✓ Cs vG� Jerry C. Law, P.E. 25041 ' • dAIWM 1 o \ rl o RR RYNIZI Aj Q �Ar bob it G" FQ i nt -i _ � N � U ••. � ` � a � / O S �a sm... m x °- N,gRa o SING n 1557-96 Tax#1861-134-00-009 JOB NAME 14503 Colorado River CONNOR Gypsum, CO JOB `NO. - 103� JOB LOCATION n BILL TO DATE STARTED Z& / V (-, DATE COMPLETED DATE BILLED C .fie aoK� 4h JiL�nl 4�57 JOB COST SUMMARY ' TOTAL SELLING PRICE �j TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS C TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 ®, NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. CURVE - RADIUS LENGTH TANGENT CHORD BEARING DELTA C-1 11588.34' 33.71' 16.85' 33.71' N 08'59'00" E 0910,00" C-2 5744.18' 33.42' 16.71' - 33.42' N 09'14'00" E 00'20'00" C-3 3796,12' 33.13' 16.56' 33.13' N 09'39'00" E 00'30'00" C-4 2822.10' 32.84' 16.42' 32.84' N 10' 14'00" E 0940'00" C-5 2237.69' 32.55' 16.27' 32.55' N 10*59'00" E 00'50'00" C-6 1848.08' 21.65' 10.82' 21.65' N > 1•44,nR" I a"