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HomeMy WebLinkAbout5213 Bellyache Ridge Rd - 194134101015INDIVIDUAL 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. 1171 —?A Please call for final inspection before covering any portion of installed system. OWNER: Justin & Margaret Hurley PHONE: 926-5135 MAILING ADDRESS: P.O. BOX 113, Edwards CO 81632 AGENT: PHONE: SYSTEM LOCATION: Lot/%`37 Bellyache Ridge LICENSED INSTALLER: �/ d. rA^o1 elf �!� 1 �wn ��r� 1 %� `t_(� LICENSE NO. DESIGN ENGINEER OF SYSTEM 4�7A Fern J INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: J SQUARE FEET OF SEEPAGE BED SQUARE ET OF TRENCH BOTTOM. �k���P46 SPECIAL REQUIREMENTS: 67Infiltrators � ��( a^-�-�� Install inspection portals 1 9 A in each trench. �. ENVIRONMENTAL HEALTH OFFICER: _�"i) DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EA C TY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25.10-10, , 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 Ill, 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. %� v INSTALLED ABSORPTION OR DISPERSAL AREA: 9M SQUARE FEET. U l Cc INSTALLED SEPTIC TANK: t ` DQ GALLONS DEGREES FEET ✓ L - �� SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: O PROPER MATERIALS ANDASSEMBLY �/ YES NO COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENTS: LI-) YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: Vim✓ / 1 / �> CC Ca� CI i ENVIRONMENTAL HEALTH OFFICER: L�Ci� C UI�C / ����L.U4�1 (i�� DATE: / )�2 ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT N: CHECK #: CASHIER: incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit #( 1 ! � ) '"- r 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 $125.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" � PROPERTY OWNER: L MAILING ADDRESS: ��� ,S C��3� PHONE: APPLICANT/CONTACT PERSON: � �� � � �S� PHONE: 97--70[3 LICENSED SYSTEMS CONTRACTOR: _ ` J,Q conSpA-�PHONE: COMPANY/DBA: "ADDRESS : �d- n4 YcYc�XYc�ycYcYc��cYcYc:tYcycYc�YryckYckyr�YrYCYrycYCYt�YtYcycYr�YtYt�lcYcyt�ICYCYtYtx�Ye�YCYcYcYck�tYCYCYtyc�cxlrYt�ycIryc�YtYCYtYtic PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: ) REPAIR A Tax Parcel Number: �����j-� ^� Lot Size: Physical Address: BUILDING TYPE: (Check applicable category) (�>q Residential/Single Family { ) Residential/Multi-Family* { ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (X) Public Name`of Supplier: n� 1 Number Number Type of Bedrooms 3 of Bedrooms *These systems re wire design by a Registered Professional Engineer SIGNATURE: Date: Y[YrYtYc**7YY[*****kxYc �* x xYc7cYtYcYc*�rYcYc*xYcYrWYc**Yc*sc*vcxyc*x***Yt*11C7CYcylYtyt*Y:YrYr9tytYtYtYcYc*�rYCYrYt AMOUNT PAID: 7� r dO RECEIPT # : t/r�l� DATE: `� i2 CHECK ? CASHIER: TIME LOG: TRAVEL: PERC: FINAL: COMMUNITY DEVELOPMENT DEPARTMENT (303) 32S-8730 EAGLE COUNTY, COLORADO March 17, 1993 RE: Final of ISDS Permit No. 1171-92 00 BROADWAY P.O. PDX 179 EAGLE. COLORADO S 1 u3 1 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. 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 dwelling 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. BSincerely`` f �Cn Brenda Henderson Office Assistant Environmental Health /bh/ca ENCL: Information Brochure Final ISDS Permit cc: Files BP# 5380 COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO =00 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 DATE: November 20, 1992 TO: Bladerunners - Jeff Thomas FROM: Eagle County, Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.: 1171-92,*' Parcel #1941-341-01-015, Lot 37, Filing 2, Bellyache Ridge Subdivision, 5213 Bellyache Ridge Road Enclosed is your ISDS Permit No. 1171-92 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 call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental Health is December 1. 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. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle county requirements. If you have any questions, please feel free to contact us at 328-8755. cc: file Building Department, File # 5380 1Ju3 rGKI'IlI = I I "i PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. 2 OWNER: ), S`h O I -tk (" 1 f z_k4 LEGAL DESCRIPTION:_ LCA 31 �C PC�CiI� MAILING ADDRESS: TYPE OF DWELLING:�jn i�, �((,(� NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES V NO TTMF. wAmvn nt nmv 1 2 3 1 2 3 1 2 3 1 2 5UIL FROFII 0' 1' ► 0 : 1 t ; l �.e.n, �5� to `� 1 , SN • a5 5 5. 1 ac) 2 , ►� : Ro : 1 iv.5 1,to25 , (� 0 5 `3 .95 ID 133 Z 11 3' ZZ 7, 75 0 ao a 4, •!DLO :l L �.QJ �V ��,a�d95 `,3 / .3-6 a 1a5 m1,;�5 ) .,3 n� n 5, 31 3� 7� �a5 .i -5 13,3 Z)C) ID 6' ----n 4o 7' 8' g5 14LO 16, 6,as ,25 0 Q5 do ` 9� sue► �- ha e a5 az jo� Time to drop last inch 4a0 I►c) 0,AA Lam' PERC RATE: '1 U MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE:Z COMMENTS: ( 99S4-PA Q p (J_�+a Q_ I �CiC 1 4 nc� h PERC TEST DONE BY: qa.rli& & Environmental Health O rev. 6/90ks cer DATE: -7- ALPINE ENGINEERING INC February 23, 1993 Fs._ m Mr. Ray Merry E E � 2 5 �� Eagle County Health Department P.O. Box 179 EAGLE COUNTY Eagle, CO 81620 °zY LEVELORMRNIT RE: Hurley Septic System ISDS Permit No. 1171-92 Dear Ray, Per the requirements of the Eagle County Health Department, I performed the final inspection of the aforementioned septic system. All of the absorption trenches, vents and the septic tank were exposed at that time. To the best of my knowledge and belief, the system was installed in accordance with the plans and specifications as prepared by our office. The system was completed and inspected November 24, 1992. An as -built plan has been provided for your records. Should you have any questions or comments, please do not hesitate to call. Sincerely, 6 4 I J— McNeil, PE JM/lm cc: Justin Hurley Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632-303/926-3373 • FAX 303/926-3390 /ysaW r—a a v G-m- — — EDWARDS BUSINESS CENTER a P.O. BOX 97 EDWARDS, COLORADO 81632 e 303 926-3373 • FAX 926-3390 e ENGINEERING INC LETT[R OR TRANSMITTAL TO Date Jlr r q Job No. Job Title r f yr r (.0 5Cd—- j 1 C RECEIVED , �, Nov 1 R 10,E EAGLE G v We are sending you the following Items: ❑ attached ❑ under separate cover via COMMUNITY DEVELOPMENT ❑ shop drawings ❑ reproductions ❑ originals ❑ specifications ❑ copy of letter ❑ change order ❑ samples ❑ These are transmitted ❑ for approval ❑ as requested ❑ reviewed ❑ ❑ for your use ❑ for review and comment ❑ for your record ❑ after ban to us C November 18, 1992 Mr. Ray Merry Environmental Health Office P.O. Box 179 Eagle, CO 81631 RE: Jason Hurly Septic System Dear Ray, ALPINE ENGINEERING INC 1.1 '1 1 8 199? EAGLE COUNT-, Cbh'iMWNITY DEVELOPMENT Enclosed for your review are plans for an individual sewage disposal system. The following is an overview of the project with criteria and design calculations. INTRODUCTION The proposed service is for a 3 bedroom single family residence located in Lot 37, Bellyache Ridge Subdivision, Filing No. 2. Water service will be from a connection to the Bellyache water distribution system. A soil absorption system (trench configuration) is being proposed as the sewage treatment alternative. Per my discussions with your office, the application has been obtained and all fees have been paid. Apparently, a perc test was performed by your office with a rate of 40 mpi. I conducted a subsequent perc test with an average rate of 53 mpi. In the interest of being conservation with our design I would like to use the slower perc rate (53 mpi). A soil profile hole was dug in close proximity to the proposed absorption field. The soil characteristics were typical of those soils found in Bellyache. Topsoil extended down to a depth of 12-18 inches. The remainder of the profile hole indicated an abundance of cobbles and fractured rock with Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 •303/926-3373 • FAX 303/926-3390 slightly moist reddish -brown sandy clay. No groundwater or bedrock were encountered. The site slopes from south to north with average slopes of 30 percent. There is dense vegetative cover over the entire site. Sincerely, 1 Jim McNeil, PE JM/lm : 0 rr NA _.. r + f x 1 `11TY INFILTRATOR SIZING CALCULATION �q, OPMENT Q 1%i WORKSHEST Step #1 - Determine: Bed Configuration Trench Configuration. Step #2 - Determine: Gravity Feed Pressure Dosing Mound (usually dosed) Step #3 - Determine SF of Absorbtion Area for gravel system unless already determined for Infiltrator0 SF Gravel Step #4 - Calculate Infiltrator@ SF 5' SF of Gravel System for Trench X 41Z SF of Inf i It . SF of Gravel System for Bed x .5 = SF of Infilt. Step #5 - SF of InfiltratorO System ; 18.75 SF/Chamber = number of Infiltrator© .Chambers Step #6 - Number of InfiltratorO Chambers x 6.25 LF/Chamber= Total LF of Infiltrator© Chambers GRAVITY FEED SYSTEMS = Chambers + 1 open end + 1 closed end + • 1 splash plate per row PRESSURE DOSING & DOSED MOUNDS = Chambers + 2 closed ends + 2 splash plates + 1 pipe hanger at each chamber to chamber connection per row . dk `1-H `/ 1171-92 Parcel # 1941-341-01-015 Lot 37 JOB NAME Bellyache Ridge Filing 2, Justin Hurley JOB NO. inQ 1 f1PATInA1 BILL TO DATE STARTED DATE COMPLETED DATE BILLED 1 i i 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 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER v� Printed in U.S.A. I0° i V1 21 SECTION NTS ,TYP) OUND TOPSOIL I -FOOT OVER BSORP71ON ZRENCH AREA - .ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS. COLORADO 81632 • 303 926-3373 0 FAX 926-3390 • z W O FUJ w UJ W � pp O U � W W } W W n/ LL c= O C) I ��� ram— ' iiLE i -L; . FE B 2 5 1993 EAGLE COUNTY rn-" rWffY DEVELOPMENT Rp Kn P.C. ` .. ` • • • • • ' . • • •I I \ LITTLE. DIPPER ROAD (80' R.O.W.) 1 I = 05019'430 p = 37*08 08 ` I I R = 514.15' �I T = 23.93' R = 140.00' I L= 47.82T_ 47.02' I I L 90.7,V '1• - _ I II II I I - II II I I II � II I I = II II I I I II II . I I TOP06!J?Apffy FOR I' I LOT 37 BL'LLYACHE R1T`6E SUBDIVISION I I FILING NO. 2 I I 1 11 I I COUIh EA TY OF GLI' STATE OF COLNUDO I = I II I I I I GRAPHIC SCALE i' I I1 II N zo o to 20 40 LLJ - II z II IN FEET wla 1 inch 20 tt. I �Zof I II NIQ II I w'a I J I Z L o w I Q ? o I I zU.i I II 0 1*1Il I II D .5' 7.5� _II Ii I 1 I I .5• � 7.5' I LOT 37 I I I 2.737 ACRES - I Io I II 1 II I N I II ' II w� I II N II i � I II wp II — 938 — NOTES: 1) SURVEY DATE: April 13, 1992 940 I I 2) CONTOUR INTERVAL- 2 foot with 10 foot highlight 3) SNOW CONDITIONS: Variable coverage. 0 feet to 2 feet —942 — ` I 4) VEGETATION CONDITIONS: Dense coverage on entire lot 5) BENCHMARK: On site as shown — — 944 — — { � I — >� — 946948 — F 950 n — 56 F > rn 958 _ � — rn 10, 962 _ rID —964__ _ ��_ I �Z —ss6_ AID rn —I—I-- � 970 w4 -- �\ I I Imo+ ---I—�-- fir— ------972�_� _ 74_1 _ ITt — — — — — 976— ` ON SITE BENCH — — - -�_ —_ ;STAB.M. I — — — 978 — ` NATION: 979.79' l� t 980_ ---------982-----t__�` -986- II - I 988-- LOT 36 LOT 38 994 �—996— I i —998 — —���_ �` — � I AN EASEMENT FOR 20' WIDE ROAD \` \ BOOK 273, PAGE 574 ----� — _----------�� 25' HORSE AND PEDESTRIAN EASEMENT — 1000 — �- ` — — (AS PER FINAL PLAT) -�1002 Ui — — �I ELECTRICAL — — 1004 / P.T._ — 7.5' UTILITY do DRAINAGE EASEMENT — — — — TRANSFORMER / (AS PER FINAL PLAT) — — — — — — ........../ .......... ... . S 89 56 21 W s '8e ss'21 'w FOUND LOT s3 ; LOT 52 'A' ; LOT 52 FOUND I I : I o I LOT 51 (PLS # 593 CAP, IN CONCRETE : (PLS 20695)P LA I i I I N I S g I r P.C. I 0 = 12'27'00' rn R = 218.48' I I I Lnn I/ P.T. T= 23. 83' i m inL = 47.47' CODEn I/ / 71 / N I I Z i= 6243'30* R= 67.40' 0_ { T= 41.08' Johnson, Kunkel II II =E- & Associates, Inc. I P.C. I _ LAND SURVEYING MAPPING CIVIL ENGINEERING NOTICE: According to Colorado low you MUST commence any legal action DRAWN BY.• BOP DA TE' , 1 1 �� based upon any defect In this survey within three years after you EAGLE DENVER FAX first effect In t each defect o no .gent may any eon y based upon 328-6368 287-0835 328-1035 { I ! I I ' I any detect h this survey be carKneneed man that ten years from the 20' ACCESS EASEMENT, AS RECORDED date of the eertHbation *win hereon. 92116 TOP IN BOOK 289, AT PAGE 558 I I I ! I CHECKED B)4 5 K� DRAW NC NO.: P.O. Box 409 113 East 4th Street EagFe, Colorado 81631 92116 SNEEr JOB NO.: 1 OF A