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Home My WebLink About161 Milburn Ct - 239122307005INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 �• n S g Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1382 Please call for final inspection before covering any portion of installed system. OWNER: -Charles /Kimberly Madison & John/Kitty Geesing PHONE:963-1704 MAILING ADDRESS: P. 0. BOX 1538 city: Basalt slala: CO Zip: 81621 APPLICANT: Jon Dee Smith PHONE: 963-0755 SYSTEM LOCATION: 161 Milburn Ct . , Missouri Height srAXPARCEL NUMBER: 2391-223-07-005 LICENSED INSTALLER: Todd Welch/Welch Excavating LICENSE NO: 60-94 DESIGN ENGINEER OF SYSTEM: Schmueser Gordon Meyer Engineering/Dan Cokley INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 417 S 0 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED q V� SQUARE FEET OF TRENCH BOTTOM. SPECIAL REOUIREMENTS:�!� -r / Ctf fief C D!2 G✓/l �I� ENVIRONMENTAL HEALTH APPROVAL:... y 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. 77,9, VIA ol7 itit, jW INSTALLED ABSORPTION OR DISPERSAL AREA: -4181rT- SQUARE FEET. INSTALLED SEPTIC TANK: 1250 GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY -7g YES — NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: 7X_ YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: In his letter dated 6/8/95, Dan Cokley stated that this system was installed in 1994 according to his lan da ed 7 25 4 and o eratei properly. l g ENVIRONMENTAL HEALTH APPROVAL DATE: ! G ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK# Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ,ISDS Permit # / 3� 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 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: / � U MAILING ADDRESS: �� i'�o f S?, d� C.o �1�� PHONE: APPLICANT/ CONTACT PERSON : o�QE� PHONE : �© LICENSED SYSTEMS CONTRACTOR: -ICJ Toa Ot(c-k PHONE: _, / A./4 y.,_ 1 COMPANY/DBA: - ADDRESS: ******************************************************* ******************* PERMIT APPLICATION IS FOR: (>f NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: � ,tJ h Legal Description: 0 64 f f Tax Parcel Number: Lot Lot Size: / • 5 F Physical Address: Ails ZokjA /hut; ultra BUILDING TYPE: (Check applicable category) (A Residential/Single Family (") Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (� Well ( ) ( ) Public Name (Check applicable category) Spring ( ) Surface of Supplier: Number Number Type _ of Bedrooms 44 of Bedrooms *These systems equire design by a Registered Professional Engineer SIGNATURE: Date: 6 ^ 9 y AMOUNT PAID: �SC� 6 RECEIPT DATE: CHECK #: /Co S- CASHIER: i> COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO June 15, 1995 Charles and Kimberly Madison John and Kitty Geesing P.O. Box 1538 Basalt, CO 81621 P.O. BOX 179 EAGLE, COLORADO 81 H 1 FAX (303) 328.7207 RE: Final of ISDS Permit No. 1382-94 Parcel #2391-223-07-005. Property located at: 161 Milburn Ct., Missouri Heights. Dear Mr. & Mrs. Madison, and Mr. & Mrs. Geesing, 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, Laura Fawcett Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit enclosures COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO September 8, 1994 Welch Trucking & Excavating Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1382-94, Tax Parcel # 2391-223-07-005 Property Located at: 161 Milburn Ct., Missouri Heights Enclosed is your ISDS Permit No. 1382 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. Please call our office well in advance for the final inspection. 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. Permit specifications are minimum requirements only, and should be brought to the property 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 Huntingdon t�nlingdon Engineering & Environmental, Inc. F1 (Chen-(V_orthern, Inc.) 4 EC"E I V•5080 Road 154 July 1, 1994 Glenwood Springs CO 81601 Chuck and Kim Madison PUL ® 6 1993 TelephFax: (303) 945-2363 P.O. Box 1994 Basalt, Colorado 81621 EAGLE Cril p Y 'COM"UNITY DEVELOPMENT Subject: Percolation Testing, Lot 19, Oak Ridge III Subdivision, El Jebel, Colorado Job No: 4 320 94 Dear Mr. and Mrs. Madison: Huntingdon Engineering and Environmental, Inc. (formerly Chen -Northern, Inc.) has performed a percolation test at the site referenced above. The test was performed on June 30, 1994 and we returned on July 1,. 1994 to observe a profile pit which had been excavated slightly north of the percolation test holes. The profile pit was excavated to a depth of approximately 5 feet where backhoe refusal occurred. The soils encountered in the profile pit consist of about 1.5 feet of clayey silt topsoil overlying a clayey silt with cobbles to a depth of 2.5 feet. Highly weathered basalt bedrock was excavated from 2.5 to 5 feet. No free water was observed in the profile pit. Percolation testing was performed in three hand dug holes in the -general location of the proposed leach field which had been soaked the day before our testing. The results of the percolation testing are presented in the attached Table I. The results indicate the subsoils have a relatively constant percolation rate which would normally be acceptable for a conventional infiltration septic disposal system. However, a conventional system may not be feasible because of the shallow bedrock. The selection of system type should be performed by the system designer in accordance with Eagle County regulations. If there are any questions or if we may be of further service, please call. Respectfully Submitted, HUNTINGDON ENGINEERING AND ENVIRONME/N�TAL,INC Fred R. Cameron Engineering C - -' - -' -` Reviewed By, �C_ L" Stan Helensch Manager cc: FAX Bob Nelson ntal Services - Attn: Bob Nelson ogle County Environmental Health - Attn: Ray Merry CJ A member of the ETID group of companies HUNTINGDON ENGINEERING & ENVIRONMENTAL, INC. TABLE I SUMMARY OF PERCOLATION TEST RESULTS JOB NO. 4 320 94 HOLE NO. HOLE DEPTH (Inches) LENGTH OF INTERVAL (Min.) WATER DEPTH AT START OF INTERVAL (Inches) WATER DEPTH AT END OF INTERVAL (Inches) DROP IN WATER LEVEL (Inches) AVERAGE PERCOLATION RATE (Min./Inch) 1 36 10 21.5 23 1.5 10 23 23S OS 10 23.5 24.5 1.0 20 24.5 25 1.5 20 26 27.5 1S 20 27.5 29 1.5 20 29 30.5 1.5 13 min/in 2 35 10 23 24.5 1.5 10 24.5 25.5 1.0 10 25.5 26 0.5 20 26 27 1 20 27 28 1 20 28 29 1 20 29 30 1 20 min/in 3 35 10 19.5 21 1.5 20 21 22.5 1.5 10 22.5 23 0.5 20 23 24.5 1.5 20 24.5 26 1.5 20 26 27 1.0 20 27 28 1.0 20 mi.in. (970) 945-1004 FAX (970) 945-5948 June 8, 1995 ENGINEERS SURVEYORS SG M SCHMUESER GORDON MEYER Mr. Ray Merry Eagle County Environmental Health Department P.O. Box 179 Eagle, CO 81631 RE: Madison ISDS, Lot 19, Oak Ridge III Dear Ray: 118 West 6th, Suite 200 Glenwood Springs, CO 81601 This letter should serve as a final inspection report for the Madison residence Individual Sewage Disposal System located at Lot 19, Oak Ridge III, Eagle County, Colorado. The inspection was done Friday, September 4, 1994. While on site, it was noted that a new 1250 gallon septic tank, proper piping to and from the tank, and the specified 27 infiltrator units arranged in three trenches were installed. The trenches were bedded with 24" of concrete sand as specified, and a 10 mil PVC liner was placed around the perimeter of the trench. This installation was done according to the plans prepared by SGM dated 7/25/94 and operates properly. Please do not hesitate to call if further information is required. Sincerely, SCHMUESER GORDON MEYER, INC. Dan Cokley, P.E. DC:lc/94102 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 ORIGINAL PERMIT NO. 1382-94 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 2052-00 BP NO. 13409 OWNER: KRISTEN UNVERFERTH PHONE: MAILING ADDRESS: C/O TRIWEST, P.O. BOX 2206, BASALT, CO 81621 APPLICANT: SCOTT MUNRO PHONE: 970-379-8583 SYSTEM LOCATION: 161 MILBURN COURT, CARBONDALE, CO TAX PARCEL NO. 2391-223-07-005 LICENSED INSTALLER: ASPEN EARTHMOVING, RICK STEVENS LICENSE NO.22-00 PHONE: 970-963-0377 DESIGN ENGINEER: SCHMUESER/GORDON/MEYER, DAN COKLEY PHONE NO. 970-945-1004 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A NEW EFFLUENT LINE CONNECTING ADDITION TO MAIN SEWER LINE. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10/31/00. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION OF THE INSTALLATION. AS-BUILTS REQUIRED GIVING SPECIFIC MEASUREMENTS OF NEW LINE IN RELATION TO EXISTING SYSTEM. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE ALTERATION HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: AaUllu 6— DATE: NOVEMBER 3, 2000 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 WILL RESULT IN 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. COMMENTS:_ ENGINEER'S FINAL CERTIFICATION RECEIVED ON NOVEMBER 9, 2000. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. A-?-1JjqA,, ENVIRONMENTAL HEALTH APPROVAL ` DATE: NOVEMBER 15, 2000 :omplete Applications Will NOT Be Accepted :Site Plan MUST be attached) ISDS Permit # �0`� ��y Building Permit # 134ol . APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: iST t y 6R E-Me%%4 MAILING ADDRESS: i :� b:t � � + i � lu'lPHONE: APPLICANT/ CONTACT PERSON: < coTr m o ►`rez PHONE : 319 ` k3 LICENSED SYSTEMS CONTRACTOR: ASKA ra+►` PHONE: 5 Am C- COMPANY/DBA: ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: ,/ Legal Description: 6,,r • % ICE Sy/► M !T lC � ii�� '/i53ov✓'- /feirrfi �3 Tax Parcel Number: °Z1:3 07 v Lot Size: ! y 5:71 ft6 - Physical Address: 1� + vf✓r� Or 015. 00A t /7:* rT BUILDING TYPE: (Check applicable category);` ( Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (C ck applicable category) ( ) Well ( ) Srpg ( ) Surface ( ) Public Name o Supplier: APPLICANT SIGNATURE: Date: A100 2 ' `vv c- c n%'TJ?AC-Ir i AMOUNT PAID: L6'f` RECEIPT # : l v DATE: 11� CHECK # CASHIER: r-P Al. + Xiyl-+,lI LJa5-4 Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO November 15, 2000 Kristen Unverferth C/O Triwest P.O. BOX 2206 Carbondale, CO 81623 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Alteration Permit #2052A-00, Tax Parcel #2391-223-07-005. Property location: 0161Milburn Court, Carbondale, CO. Dear Ms. Unferverth: 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 (970) 328-8755. Sincerely, i Janet Kohl Environmental Health Department Eagle County Community Development ENCL-. Informational Brochure Final ISDS Permit cc: files Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: November 3, 2000 TO: Aspen Earthmoving FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Alteration Permit No.2052A-00. Property Location: 161 Milburn Court, Carbondale, CO., Unverferth residence. Enclosed is your ISDS Alteration Permit No. 2052A-00. 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. Please note any special requirements that may have been added to the design by this department. 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. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Schmueser/Gordon/Meyer, Dan Cokley i MIL BURN COURT Post -it" Fax Note 7671 Date q_ pages To - From Co./Dept. Co. Phone # Phone # p Fax # q 16 - G) �j _' � O 3 Fax # f. �CHMUE5E GORDON i M^`r'ER F.N G'In ECRS ,L 5URVC fOR1 October 31, 2000 Ms. Janet Kohl Environmental Health Department Eagle County RE: Lot 19, Oat Ridge Subdivision, Filling 111 Dear Janet: GLLrNW00D SPRINGS A.5F%N - I I a W. &6-t. SUITE P-00 P.O. BOX 2 1 55 GLSNWOOD 5PRING5, CO 81501 ASPEN, CO 131612 970-94S-1004 970.925-C7Z7 FXj 970-945-594a Fx: 974-925--41 E7 past -It' Fax Note 7671 To MI Dale . apt+ Fran oo. crept CO. Phon6 * Phone �+ Fax b V, 0,; F" The purpose of this letter is to provide a design for the existing residence located on the above refe►enced lot, 161 Milbum Court in Eagle County. The existing 3 bedroom horns will be remodeled into a 4 bedroom home by constructing an additional bed and bathroom in the existing garage iocadon. The original design dated 8-22-94 was completed for a 4 bedroom home, thus the septic tank and leachfield will not steed to be enlarged. The attached sketch straws the proposed sewer pipe routing from the remodeled area to the existing septic tank. The contractor shall install 4" PVC Schedule 40 pipe with cteanouts at all changes In horizontal direction. A cleanout detail is also attached. The new sewer pipe shaft tie into the existing sewer pipe prior to the sxisting septic tank. I hope this letter serves its irrmnded purpose, and please do not hesitate to colt should you have anv questions. Sincerely, SCHMUESER GORDON MEYER, INC. Dan Cokley, P.E. Enclosures LC/dja20D-26&_hW6.WPd iV� V1+ VV LL.A. li+Vv a-RS i v� v v'i •i vv __ vaura�a.vua• a. ... .a...a a,.. b U 41 ha �2h��h v00;QRo� 'To N VZ i-0 If� lfll 1 (l •'t1 .511. 17. TI II 1 ".n . it i -" Y M . rllF"•1 r F"•fll .—Il f L 11 TI 1 I, sCH-MuFSeR' i ' GORDON I MEYER ENGI N E1ZR,S ?; 5UAVCYO R5 November 9, 2000 Ms. Janet Kohl Ehvirontnental Health Department Eagle County RE: Lot IS, Oak Ridlge Subdivision, Filing [if Deer Jam. - GLENWOOD SPRINGS 118 W. ki`iH, SUITE 200 GL,ENWOOD SPRINGS. Co 8 160 1 970-945- 1004 rX; q70-945-5948 FAX: 326-0349 ASPEN P,o. Box 8155 A51FEN, CQ 8 16 1 2 970-925-5727 FX: 9 70-9 2 5-4 1 5 7 The purpose of this letter is to provide an inspection report for the above referenced residence located at 161 ,Milburn Lane in Eagle County. I inspected the installation of the additional sewer line and have provided a record map showing the installed lociWon with dimensions from the building. The installation was coImpl ted satisfactorily. I have notified Scott Monroe that it is acceptable to backfiii the trench. i hope this letter serves its intended purpose, and please do not hesitate to call should you have any questions. Sincerely, SCHMUESER GORDON MEYER, INC.Dan Cokley, P.E. �k,.� AGE• � Enclosures , Llgct200-258 I2d9-record-wpd r• , -1 , r-. . --- -1 1. i - I -- I - . ---. r - Ik 1-11 rk 11 1 I -r 11 TI 1 onr_e. 4 �CH'MUESER I GORDON ( MEYER 1 EttNC INFEF15 N 5 U R V E Y 0 R 5 1 October 31, 2000 Ms. Janet Kohl Environmbntal Health Department Eagle County HE: Lot 19, Oak midge Subdivision, Filing III Dear planet: 43LENW000 5PRING5 1 18 W. 8TH, SUITE 200 GLENWOOD SPRINGS. CO 0 11501 970-9.45-1004 mc; 970-945-5948 FAX: 32"349 ASPEN P.G. Sax 21555 ASPEN. CO 8 16 1 2 970-92 8-6727 FX! 970-925.4157 The purposes of this letter is to provide a design for the existing residence located on the above referenced lot. 161 Milburn Court in Eagle County. The existing 3 bedroom home will be remodeled into a 4 bedroom home by Constructing an additional bed and bathroom in the existing garage location. The original design dated 8-22-94 was completed for a 4 bedroom home, thus the septic tank and leachfield will not need to be enlarged. The attached sketch shows the proposed sewer pipe routing from the remodeled area to the existing septic tank. The contractor shall install V PVC Schedule 40 pipe with cleanouts at all changes in horizontal ,direction. A cleanout detail is also attached. The new sewer pipe shell tie into the existing sewer pipe prior to the existing septic tank. I hope this letter serves its intended purpose, and please do not hesitate to call should you have any Questions. Sincerely, SCHMUESER GORDON MEYER, INC. Dan Cokley, P.E. Enclosures L:W200-268 ivft.wpd ryf'T-711 -'n1.1r n TI IC MA.' nnm Tr',. CIIP_'1 C .1ru IkITV Ck11 1 LI=nl TLJ Mn . 4 I if T-71 _ I r 270 _t w V _ 1P Li I . 11 1 u-► O TI IC fid•CCbtrl Tll•CC5!_I C rnI IKITV CI.II I U=nl -ru 0 � I 1 r �l ,1\\ 1 r o cc.o n S�§t V �o ti 0 ciz 1382-94 # 2391-223-07-005 2052A-00 Tax #2391-223-07-005 ,JO13 N Summit Oak Ridge III, Aspen MT.View III Lot #19, Oak Ridge UNVERFERTH lot 19 MADISON/GEESING , ,Aspen Mt. View Subdivision 161 Milburn Ct., Carbondale �_161 Milburn Court, Carbondale Op-1��j J-0;3 4 ... ... ... .... ....�.,__. JOB LOCATION �'•"��"'� BILL TO DATE STARTED DATE COMPLETED DATE BILLED iy f r ,r�t1�� -� !C / /`1 cell �� 9 I r 76 /' A"( ' VV � O� r � ��ne c l�' `' J®B COST SUMMARY TOTAL SELLING PRICE oE � l� _ /Ply r 1 i11 �g TOTAL MATERIAL .lvL y. rf/J G b. TOTAL LABOR p L O D �S >/ INSURANCE SALES TAX EP-1611A MISC. COSTS TOTAL JOB COST GROSS PROFIT j fn� i V LJ �� n �//�C� N LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product.278 �® NEW ENGLAND BUSINESS SERWE, INC, GROTOOA 01471 jJ13 F.. LDER Printed in U.S.A I l i l� f � G /{ -�j - � .� �.I ,�;�z�,�.�-� �- • � � 30 / = SETBACKS TO MAINTAIN: POTABLE WATER LINE = 25' DWELLING = 20' PROPERTY LINE = 10' i IRR/GAT7ON DITCH OR WATER COURSE = 50' `70 O TE PLAN NOTE`.- CLEANOUT TO BE LOCATED AT ALL HORIZONTAL AND/OR VERTICAL CHANGES IN DIRECTION 45 PVC 4' PVC WYE OR ELBOW FLOW - 4" TEE (REMOVE FOR INSPECTION) LLI FLOW _ v° NOTE.- INSTALL INFILTRATOR PER MANUFACTURER'S v 24" IMPORTED SAND 10 MIL. PVC LINER REQUIREMENTS AND/OR TO TOP OF SAND LA YER p m CLEAN —OUT DETAIL- RECOMMENDATIONS. LAP LINER 6" 0 NATIVE MATERIALS h i N FRACTURED BEDROCK I p Sand shall be Concrete sand_ /• /, i, i/, /. /. ; TOP OF CONSOLIDATED BEDROCK Sieve Size ASTM Spec_ - BOTTOM OF TRENCH 3.0' 4 95 - 100 8 80 - 100 16 50 - 85 0 - 60 INFIL TRA TOR SEC TION 5 0 5 10 10 - - 30 100 _ 2 - 10 200 0 - 3 N. T. S_ . k *UNIFORM/TY COEFFICENT = 4* The engineer may require that a gradation analysis be performed to certify that the proposed material meets this specification. k GENEIFAL NOTES. F DESIGN CALCULATIONS MADISON I.S.D.S. 1. All materials, installation practices, setback EAGLE COUNTY, COLORADO requirements, etc., shall comply with the Eagle. County lndividuo/ Sewage Disposal System_ Regulations. 1. DESIGN PERCOLATION RATE (NATIVE) �20=MINUTES/INCH 2. The absorption trench shall be constructed so that the bottom level f/- O. 1' inches. Place_ trench in -natural ground; 2. 4 BEDROOM HOUSE DESIGN. no portion of the trench shall be placed -in fill. Provide 2 PERSONS PER BEDROOM positive drainage away, trom the trench. 75 PERSONS PER BEDROOM PER DAY - J-;The location of the trench may be yf1eld adjusted to better 3. DETERMINE AVERAGE DAILY FLOW: _ fit the site, provided all setbacksJore met. Q = (4)(2)(75) = 600 GALLONS PER DAY 4. Piping in system shall be,"4 ASTM 2729 PVC pipe. 4. DESIGN FLOW AT 150% PEAKING FACTOR: 5. The area disturbed by construction shall be reseeded with Q = 600 (1.5) = 900 GALLONS PER DAY native grasses to prevent erosion. - - k. 5. SEPTIC TANK CAPACITY: = 6. Use risers as needed to bring septic _ tank access hatch within 6" of -- finished grade. 30 HOURS DETENTION (900 GALLONS PER DAY) = 1125 GALLONS 24 HOURS PER DAY 7_ 6cst iron pipe r pipe of equal strength (ASTM 3034) prope /y !!! su o prevent ', failure by settling - shall extend USE 1250 GALLON SEPTIC TANK PER CODE MINIMUM from tank for a distance of at least five feet `(5) from g the inlet and outlet ends. 6_ SIZE ABSORPTION AREA 8. The Contractor and Owner shall take whatever measures A (NATIVE) = (Q)(SQRT(T)) WHERE: Q= PEAK DESIGN FLOW ore necessary to assure that a) the septic tank and 5 A= ABSORPTION AREA sewer lines are completely water tight. to prevent` - T= PERCOLATION RATE infiltration of groundwater_ into the system, and b) the system is installed to prevent freezing; of A (NATIVE) _ (900)(SQRT(20)) 805 SQ.FT• gravity sewer lines. i 5 i A (SAND} = Q/0.95 = 900j0.95 = 948 S.F' " -� = 9- he Engineer and County Health Officer shall be notified when -� construction commences and kept abreast of the construction THE ABOVE ABSORPTION AREA REPRESENTS THE AREA NECESSARY )y progress so that sufficient inspection can be 'performed to assure FOR A TRENCH TYPE SYSTEM. SAND AREA REQUIRED CONTROLS DESIGN. conformance with hes 7. ADJUSTMENTS TO ABSORPTION AREA: 10. It is the Contractor's responsibility to verify a// locations of utilities' that may affect location of FOR INFILTRATOR TRENCH: DECREASE AREA BY A FACTOR OF .50 facilities drawn. Verification is to be made with the Owner and the affected utility. company. 8. FOR USE OF TRENCH TYPE SYSTEM: 11. Substitution of materials (i.e. pipe, tanks, etc.) is - A = 948 * 0.5 = 474 SQ. FT. acceptable provided verification and acceptance, by the • Engineer and the Environmental Health Officer, is made. 474 SSFIX = 158 L.F. i INSTALL (J) 54' INFILTRATOR TRENCHES (9 UNITS EACH TRENCH) 12. The location and elevation of the house is schematic. EFFECTIVE AREA = 486 S.F. It is paramount that verification of sewer -line location and elevation be checked with building plans prior to 0 RfGJ l construction. t 0 �..,i_.c...•.S' F o/r, 1 J. Site map supplied by Owner. o ; f.FSS10NAk. E