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Home My WebLink About160 Millburn Ct - 239122307012 - 1141-92ISINDIVIDUAL 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 14,1 —92 Please call for final inspection before covering any portion of installed system. OWNER: Shane & Sybrina Stevenson PHONE: 927-9459 MAILING ADDRESS: P.O. Box 8096 Aspen, CO 81612 AGENT: PHONE: SYSTEM LOCATION: 0160 Milburn Court, Carbondale CO 81623 LICENSED INSTALLER: M & M Construction LICENSE NO. 097-99 DESIGN ENGINEER OF SYSTEM: High Country Engineering INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 19 10 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 724 Su. Ft of trench With Infiltrator units. Install per R.P.E. design. Install inspection portals in each trench. 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 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. r INSTALLED ABSORPTION ORS� DISPERSAL AREA: f � (`-' SQUARE FEET. Na�j? /+/��n.�Y',$ INSTALLED SEPTIC TANK: � // GALLONS DEGREES FEET 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: , STG�i/%Y1 //%/Sle"ll'es( QCCOIY /+2 /%F Lr%/l%/%Fo �- ' GpS� as ENVIRONMENTAL HEALTH OFFICER:DATE: ✓ _ �y ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: wi7complete Applications Wil_ NOT Be Accepted (,mite Plan MUST be attached) ISDS Permit # / I Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/9-7-3823 (Basalt) • :Kkk kkkkkkkk:Kk:Kk;K kk:kkk•" kkk•.� kk::k !: :Kk:kk k;Kkku: kkk:Kk:KkkkkX kkkkkk A kk:K kkk:k kk•.k k:kkk:k * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 k MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" k ::k .K .K :Kkkk ;Kkkkk kk kk kkkkkkk•.Kkkkkkkk:Kkkkkkkkkkkkk kkkk kkkk k'kkkkkkkK kkkkk:K :Kkkk•.k ;k PR3PERTr OWNER: 5 �.ner -� Is MAILINIG ADDRESS: �d. � gdc((p NCO '91 1,;L PHONE : ga l APP7 ICANT/CONTACT PERSON: c,� �jiZ� (ilQ� C e,U 9�oYl PHONE: ��5� f q`a LICENSED SYSTEMS CONTRACTOR:k —�- :� MC." PHONE: COMPANY/DBA:WkEiGADDRESS: vl k �( �( �: k k1 x %Kc'�V 1 •�.ki.c \V ► 1 k �k k X :�: x ^d 9:l' k Y: G l -e l uj co b* `5-7173 Yl X;ckl/'V /"17l PERMIT APPLICATION IS FOR: ) NEW INSTALLATION (., ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: 31UO Z Legal Description: L0_7'_,��p 6ak- ,C41-= C .�Wvl ou5 (// -00i Tax Parcel Num lr:"\�a3911 as 30r7 Cal a, Lot Size: Physical Address: O/(�c0 ffl l huRP7 awz BUILDING TYPE: (Check applicable category) ( Residential/Single Family ( ) Residential/Multi-Family' ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: ;Check applicable category) ( ) Well ( ) Spring urrace ( Publ_c Name of Supplier: 45/p /�QIc1 CAS s AceE5 car,Jonala c, eo ff/�a 3 1 Number or Bedroo Number of Bedrooms Type F "'These systems require design by a Registered Professional Engineer SIGNATURE: Date: •.c �:�: X kk iKk•.k 'n •k A\' >' iKk kX'kXkk�: kk•.: kY: A kkkkYc irkkkkkkkkk�: kkkkk;kkk kk kkkkkkkk�c kkkkkkkkkY: AMOUNT PAID: v �.�� RECEIPT DATE CHECK CASHIER:` TIME L3G : TRAVEL: RECEIVED APR 14 1992 PERC: FINAL: EAGLE COUNTY COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO May 8, 1992 Shane as Sybrina Stevenson P.O. Box 8096 Aspen, CO 81612 RE: Filial of ISDS Permit No. 1141-92 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO B 163 1 FAX (303) 32S.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. Sincerely, Brenda Henderson Office Assistant Environmental Health /bh ENCL: Information Brochure Final ISDS Permit ec: Files BP# 5270 COMMLINITY DEVELOPMENT DEPARTMENT (303) 32S-S730 EAGLE COUNTY, COLORADO April 20, 1992 M & M Construction P.O. Boy: 2299 Glenwood Springs, CO 51602 RE: Issuance of Individual Sewage Disposal System Permit No.: 1141 Dear Applicant: 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO S 1631 FAX (303) 328.7207 Enclosed is your ISDS Permit No. 1141 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 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 engii:eer 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. ISDS Permit 1141 Page 2 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. Sincerely, Br-enda Henderson Environmental Health Administrative Assistant Enclosure cc: ISDS File Building Department n 5270 April 30, 1992 Eagle County Community Development P.O. Box 179 Eagle, Colorado 81631 Attn: Roger REC�.i EAGLE COU: CC'.'iMUNITY DEUEL;, Re: Lot 26, Oak Ridge III Aspen Mountain View Subdivision, Filing 3 HCE Job No. 92004.01 Dear Roger: On April 6, 1992, High Country Engineering, Inc. personnel conducted a percolation test on Lot 26, Oak Ridge III, Aspen Mountain View Subdivision, Filing 3. The soil profile was as follows: 0-1 ft. black, clayey topsoil 1-4 ft. light brown clayey sandy silt with cobbles 4-8 ft. hard white silty formation The average percolation rate was approximately 40 minutes per inch, but we recommended a design rate of 45 minutes per inch. On April 22, 1992, HCE personnel observed the visible construction of the individual sewage disposal system at the Stevenson residence. The construction appeared to be in conformance with the intent of the design. If you have any questions or need additional information, please give us a call. Sincerely, HIGH COUNTRY ENGINEERING, INC. Ii thy P. Beck, P.E. cipal Engineer .cso cc: Sybrina Stevenson 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone:303-945-8676 • FAX:303-945-2555 April 30, 1992 Eagle County Community Development P.O. Box 179 Eagle, Colorado 81631 Attn: Roger Re: Lot 26, Oak Ridge III Aspen Mountain View Subdivision, Filing 3 HCE Job No. 92004.01 Dear Roger: On April 6, 1992, High Country Engineering, Inc. personnel conducted a percolation test on Lot 26, Oak Ridge III, Aspen Mountain View Subdivision, Filing 3. The soil profile was as follows: 0-1 ft. black, clayey topsoil 1-4 ft. light brown clayey sandy silt with cobbles 4-8 ft. hard white silty formation The average percolation rate was approximately 40 minutes per inch, but we recommended a design rate of 45 minutes per inch. On April 22, 1992, HCE personnel observed the visible construction of the individual sewage disposal system at the Stevenson residence. The construction appeared to be in conformance with the intent of the design. If you have any questions or need additional information, please give us a call. Sincerely, HIGH COUNTRY ENGINEERING, INC. 1� Ti othy P. Beck, P.E. Pr cipal Engineer TPB.cso cc: Sybrina Stevenson 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone:303-945-8676 • FAX:303-945-2555 Page 1 of 1 Lauren Brinker From: Robert Layton [rglmd1@yahoo.com] Sent: Monday, August 08, 2005 7:20 PM To: Lauren Brinker Subject: building permit--0160 Milburn Court As per our conversation today, at present our home has three bedrooms, one of which is used as an office. Our planned addition will increase the number of bedrooms to four, two of which will be used as offices and two as bedrooms --a master bedroom and a guest bedroom. Please contact me if there are any further questions. Robert G. Layton 970-704-0155 8/9/2005 JOB NAME JOB NO. JOB LOCATION s- C � L M dh�L V -/ Z:Z,'2 D*I., TO ` n 0 q 9A q K-4 7 DATE STARTED DATE COMPLETED DATE BILLED 0 W/ y ?OA t77 J T �O/9.Z Zssv� ad LSSL_12�" 7�- $CbebP- I (0967 1=P-AMt�' ADD O/V. ADD!/V6 1 fbl2M TOTS L= q 5PAM,3 AFTTk ieUM6DEL) SENDING LM1L c�►��-r�l�S 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 Printed in U.S.A. / /---- - -- — LOT 25 HOus f 0 1250 GALLON 0 SEPTIC TANK `- N _-_/-PRECAST CONCRETE NSTRIBUTION BOX AND COVE AUTOMATIC SIPHON co DOSING TANK (SEE NOTE) �. SEE DETAIL LA -4 (.4 c0 SCALE: 1" 30' � 25' BUILDING SETBACK / LINE (WELL CTON - _ - ' 0 09- - ---- R = 132.87' ?'01'33„ T = 421.44' W / L = 336.26' / C8 = N 00r28'29" E rg0 9,5 y C = 253.44' SITE PLAN INFILRATOR (TYP.> INFILTRATOR UNIT NATURAL GROUND TRENCH CROSS -SEC T IQN (TYP. N.T.S. 4" SOU PVC PIF 11140 LOT 22 SOLID PVC M DISTRIBUTION (TYP.) INFILTRATOR CONNECTION DETAIL N TS r.r.. VVABI.G CAr CUT HOLE IN TOP OF INFILTRkTOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE LING RFORATED NPE INSPECTION WELL DETAIL NTS VICINITY MAP SCALE: 1' - 2000' NOTE: TRENCHES SHALL FOLLOW CONTOURS TRENCH PLAN N.T.S. I.S.D.S. DESIGN 4-BEDR013M HOME USE 45 MIN/INCH PERC RATE. (SEE GENERAL NOTE NO. 8). AVERAGE FLOWi 4-BR ■ 2 PERS/BR a 75 GAL/PERS PER DAY 600 GAL/DAY DESIGN FLOW, 1.5 (AVE) = 900 GAL/DAY SEPTIC TANK REQUIRED IS 1250 GAL. TYPICAL ABSORPTION BEDS AREA REQ' D . = 0/5 -Vt = 1125/5 -V45 = 1210 SQ.FT OF TRENCH BOTTOM 1210 X 0.6 = 724 SQ.FT. (REDUCTION FOR USING INFILTRATOR UNITS) RECOMMEND 240 LINEAL FEET OF TRENCH WITH INFILTRATOR UNITS. SEE DRAWING FOR TYPICAL PLAN, SECTION, AND LOT LAYOUT. GENERAL BED CROSS SECTION NOTES I° 1. TRENCH LENGTH SHALL NOT EXCEED 100 FEET. 2. THE BOTTOM OF EACH TRENCH SHALL BE LEVEL. 3. DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE TRENCHES, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE -MENTIONED REGULATIONS. 2. SEE ACCOMPANYING CALCULATIONS FOR FIELD SIZING. 3. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEVER. MINIMUM SLOPE IS 1/4' PER FOOT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL COMPONENTS OF THIS SYSTEM WATER TIGHT (UP TO THE FIELD) TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1-FOOT MINIMUM) TO ALLOW LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VAR:ED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. THIS DESIGN IS BASED UPON A PERCOLATION RATE OF 45 MINUTES PER INCH PER AN ON -SITE PERCOLATION TEST PERFORMED BY HIGH COUNTRY ENINGEERING, INC. ON MARCH 20, 1992. 9. TOPOGRAPHY SHOWN HAS BEEN DIGITIZED FROM A SALES MAP. 10. AUTOMATIC SIPHON FOR DOSING SHALL BE FLUID DYNAMICS MODEL NO. 423, INSTALLED ON CONCRETE PEDESTAL INSIDE 1000 GALLON PRECAST CONCRETE CISTERN. RECEIVED APR 2 0 IJ.,2 1 EAGLE COUNTY COMMUNITY DEVELOPMENT ' - 1 - - ii 1 4/9/92 FINAL DESIGN CONFIGURATION TP8 \01 NO. DATE REVISION BY _ STEVENSON RESIDENCE I I 75" 36' EL JEBEL, COLORADO i _ FJDMMAL WWAW D6008AL SYSTBA NOTE: THIS DRAWING REPRODUCED FROM PRODUCT LITERATURE PROVIDED 8Y INFILTRATOR SYSTEMS, INC.. - - LOT 26, OAK RIDGE III TYPICAL INFILTRATOR UNIT ASPEN MOUNTAIN- VIEW FILING NO. 3 HwcoLtm 1134CRABIBIRMINC. _ CC LI NWOOO SpFgM Co SW DES. TPB CK, FILE NO. SHEET 1 ! '_i (300) 943- 6 DR. HMS DATE 1/28/92 92004.01 . OF t _