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Home My WebLink About1504 Daggett Ln - 211119400006INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway X Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 1659-96 BUILDING PERMIT # OWNER: AGVEST LIMITED LIABILITY CO. PHONE: 970-524-9400 MAILING ADDRESS: P.O. BOX 1010, GYPSUM, CO 81637 APPLICANT: NED GOLDSMITH PHONE: 970-524-9400 SYSTEM LOCATION: 1504 DAGGETT LANE, GYPSUM, CO TAX PARCEL NO. 2111-193-00-047 LICENSED INSTALLER: AAAA SEPTIC PUMPING, JIM WILSON LICENSE NO. 6-03 PHONE: 970-524-9524 DESIGN ENGINEER: JERRY C. LAW, P.E. PHONE NO. 970-945-2769 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 2-1000 GALLON SEPTIC TANKS, WITH THE BAFFLE REMOVED FROM THE FIRST TANK OR 1-2500 GALLON TWO COMPARTMENT TANK, 1220 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 40 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED 12/29/97 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN WITH A CLEANOUT BETWEEN THE FIRST TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL: JANET KOHL DATE: SEPTEMBER 3, 2003 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. INSTALLED ABSORPTION OR DISPERSAL AREA: 1220 SQUARE FEET (VIA 40 STANDARD INFILTRATOR UNITS ) INSTALLED 2 CONCRETE 1 COMPARTMENT CONCRETE TANKS: 1000 GALLONS LOCATED 0 DEGREES AND 28 FEET FROM THE CLEANOUT NEAR THE HOUSE. COMMENTS: THE ENGINEER FOR THE PROJECT WAS UNABLE TO DO A FINAL INSPECTION BECAUSE HE IS OUT OF THE COUNTRY IN AFGANISTAN WITH THE ARMED FORCES. THE FINAL INSPECTION WAS DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH ON NOVEMBER 4, 2003. THIS SYSTEM IS LARGE ENOUGH TO ACCOM- MODATE FIVE ADDITIONAL BEDROOMS IN THE MAIN RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: NOVEMBER 6, 2003 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 BP- 10322 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1659 Please call for final inspection before covering any portion of installed system. OWNER: Agvest Limited Liability Co. PHONE: (970) 524-9400 MAILINGADDRESS: P.O. BOX 1010 City: Gypsum State: CO ZIP: 81637 APPLICANT: Ned Goldsmith PHONE: (970) 524-9400 Bed & Breakfast SYSTEMLOCATION: 1504 Dagit Lane, Gypsum TAX PARCEL NUMBER: 2111-191-00-047 LICENSED INSTALLER: Agvest LLC., Ned Goldsmith LICENSE NO: 99-98 DESIGN ENGINEER OF SYSTEM:-44;011 P. mn} .�e3 }} � � r��^ Real; .TPrry C. T,aw INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 2-1000 GALLON SEPTIC TANK tanks with the baffle removed from the first tank, or 1-2500 gallon tank ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1220 SQUARE FEET OF TRENCH BOTTOM. via 40 Infiltrator units. SPECIAL REQUIREMENTS: Install ns per engineer's design dated 12-29-97_ FnglnPPr is rPRponCihle fnr inspection- -Building Certi fi oate of nrrnnancv will not he issued wi thnnt the final approval of the septic ENVIRONMENTAL HEALTH APPROVAL:' / DATE: October 8, 1998 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. to- 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. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY YES _ NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway X Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 1659-96 BUILDING PERMIT # OWNER: AGVEST LIMITED LIABILITY CO. PHONE: 970-524-9400 MAILING ADDRESS: P.O. BOX 1010, GYPSUM, CO 81637 APPLICANT: NED GOLDSMITH PHONE: 970-524-9400 SYSTEM LOCATION: 1504 DAGGETT LANE, GYPSUM, CO TAX PARCEL NO. 2111-193-00-047 LICENSED INSTALLER: AAAA SEPTIC PUMPING, JIM WILSON LICENSE NO. 6-03 PHONE: 970-524-9524 DESIGN ENGINEER: JERRY C. LAW, P.E. PHONE NO. 970-945-2769 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 2-1000 GALLON SEPTIC TANKS, WITH THE BAFFLE REMOVED FROM THE FIRST TANK OR 1-2500 GALLON TWO COMPARTMENT TANK, 1220 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 40 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED 12/29/97 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN WITH A CLEANOUT BETWEEN THE FIRST TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. .. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 3, 2003 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. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET —INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: (Site Plan MUST be attached) ISDS Permit # f L1 q q 4 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. 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; MAILING ADDRESS: &4,11. �c� l r'11 r It . ' - 15 d-Y, /O f & /).SU `` /(j TO I Ci S U, r YZ PHONE: (%% ) S-ZY-%O 6 PHONE: r3 5) rYd !� LICENSED ISDS CONTRACTOR: /Vey( PHONE: ( ) COMPANY//DDBA: ADDRESS: PERMIT APPLICATION IS FOR: ( ) New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # %03a:;,-- (if known) Legal Description: Subdivision: Filing:_Block: Lot No. Tax Parcel Number: I ( -J— a 3 -� - Lot Size: /uoo Street Address: _ )j (�'�- (b% tT tone - BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms (>) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) (x) Well ( ) Spring ( ) Surface fof�c P ( ) Public Name of Supplier: *These systems ign by a SIGNATURE: "l/w( ,/ V \ ******************************** Registered Professional Engineer Date: fQ// g q ***************************************** TO BE COMPLETED BY THE COUNTY (I AMOUNT PAID: lS (SCE ' RECEIPT #: DATE. I�jis�a CHECK #: Ib7L/l CASHIER: t(% DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com November 6, 2003 Agvest Limited Liability Co. Ned Goldsmith P.O. Box 1010 Gypsum, CO 81637 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #1659-96, Tax Parcel #2111-193-00-047. Property location: 1504 Daggett Lane, Gypsum, CO. Dear Mr. Goldsmith: 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, t�,- Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, November 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 Date: October 8, 1998 TO: Agvest LLC. FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1659-96. Tax Parcel # 2111-193-00-047. Property Location: 1504 Dagget Lane, Gypsum, CO., Goldsmith main ranch house, (Bed & Breakfast) Enclosed is your ISDS Permit No. 1659-96. 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. 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 Jerry C. Law, P.E. DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eagle-county.com DATE: September 3, 2003 EAGLE COUNTY TO: AAAA Septic Pumping FROM: Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Permit #1659-96 Tax Parcel #2111-193-00-047. Property Location: 1504 Daggett Lane, Gypsum, CO., Goldsmith main residence. Enclosed is your ISDS Permit #1659-96 and a copy of the engineer' s design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any 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 us at (970) 328-8755. cc: ISDS file # 1659-96 Jerry C. Law, P.E. OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 Jerry C. Law, P.E. 335 Donegan Road Glenwood Springs, Colorado 81601 (970) 945-2769 December 29, 1997 Ms. Janet Kohl Environmental Health Eagle County Building 500 Broadway Eagle, Colorado 81631-0179 (970)328-8755, fax-7185 Reference: Gypsum Creek Ranch-ISDS design & building vermit extension Dear Ms. Kohl: Per our telephone conversation on December 23, 1997, I am submitting a new ISDS design for Ned Goldsmith's Gypsum Creek Ranch in order to get an extension on his building permit which expires December 31, 1997. The previous design by High Country Engineering called for two septic tanks at 1500 gallons each with a leach field using 70 Infiltrators. The massive system was well designed for the 9 bedroom plan as Mr. Goldsmith had planned at that time. High Country Engineering had a percolation rate of 22 mpi, while mine was similar at 23.1 mpi. Mr. Goldsmith and I met on November 5, 1997 to discuss a plumbing plan which would incorporate the use of the existing septic system for part of the 9 bedroom demand flow. There are several attractive features to this plan: 1. Conserves the existing septic system (1200g. tank) at a lower flow than the original design: a. The kitchen, laundry, and meat room will be plumbed to the new ISDS. b. The only load will be 4 bedrooms using 2 full bathrooms and a separate restroom with one toilet and a sink. 2. If the existing system fails, there is plenty area to the west for a replacement. 3. The new ISDS will utilize Infiltrator technology and use less pasture space. 4. The new ISDS demand will be: a. The 5 new bedrooms with private baths x 2 people each. b. Kitchen for 9 bedrooms x 2 people each. c. Laundry for 9 bedrooms x 2 people each. Mr. Goldsmith's intent for this building will be to offer Bed & Breakfast type service to his guests. The EPA's "Design Manual for Onsite Wastewater Treatment and Disposal Systems" shows the typical hotel guest to use 50.1 gpd. The Eagle County ISDS regulations show a Hotel with a private bath to be at 60 gpd. Eagle County's figure of 60 gpd would be safe for design purposes if it could be guaranteed that all the rooms in the building will always remain a bed and breakfast facility. I have used a conservative estimate of five rooms at 75 gpd per person and four rooms at 60 gpd for the design flow. The higher design flow of 75 gpd will give Mr. Goldsmith the flexibility to have a full time boarding house for ranch hands and to protect a future buyer of the property who may use the building as a ranch employee boarding house. The Eagle County ISDS regulations require "Rooming houses" to be designed at 50 gpd, but I feel more comfortable designing at the higher flows shown above considering the building and possible future uses. Design i A Zones of flow: 1. Total house- 1. 75 gpd x (2pp bdrm) x (5 bdrms) = 750 gpd 2. 60 gpd x (2pp bdrm) x (4 bdrms) = 480 gpd Average Total house flow =1,230 gpd Total Maximum flow = 150% x Average = 1.5 x 1,230 = 1,845 gpd 2. Existing 1200 gallon system- only 4 bdrms and 2 bathrooms. No kitchen or laundry. (4 bdrm)x(14.7 g/bath/p + 8.4 g/sink/p + 24.8 g/toilet/p)x2 pp bdrm =3 83.2 gpd Total Maximum flow for the existing system = 1.5 x 383.2 = 574.8 gpd 3. New Infiltrator system - Total maximum flow = 1,845 gpd Less flow to existing system = -575 gpd New Infiltrator system =1,270 gpd maximum daily flow B. New system design: 1. Estimated flows- 5 bdrms at 75 gpd x (2pp bdrm) x 150% = 1,125 gpd 4 bdrms, kitchen and laundry only = 145 gpd Maximum daily flow =1,270 gpd 2. Leach field area- A=QA 5 A = absorption area required in square feet Q = Design flow = 150% of estimated flow = 1.5 x 846.7 = 1,270 gpd t = Percolation rate in min./inch = 23.1 min./inch Therefore A = 1 270 23.1 = 1,220.8 sq. feet of conventional leach field using gravel. 5 Infiltrators may be used to reduce the leach field area: 1,220.8 s.f. x 50% / 15.5 sf each = 39.38, so use 40 Infiltrator units There is a large pasture area available for the Infilitrator leach field north of the existing building. The 40 Infiltrators will be installed level, in series, in three rows of 14, 13, and 13 standard units each. The exact elevations are not yet known until the plumber completes the routing of interior pipes. 3. Septic Tank size - Maximum daily flow = (1,270 g/24 hours) x 30 hours tank time minimum = 1,587.5 gal. Use two septic tanks at 1000 gallons each or Copeland Concrete makes a single tank unit at 2500 gallons. The enclosed drawing shows the proposed septic system. Please let me know if you have any further questions or comments. Sincerely, �*� 6,f 01"�e Jerry C. Law, P.E. Encl.: 11 x 17 drawing of proposed septic system 2 @ 1000 gallon tank design 2500 gallon tank design N r-i N I cy, 0 co co Cd U •r1 -F� a a� O r-i r-I Cd 4p O O O N, Cd P4 Z O x Cd O 02 x Cd O H r-q Cd 40 0 0 0 H O 3 H 0 r 1Vi -c.r7.,•G,7 m] a� aD .� c a� cd P4 -P� 0 cd cd cd Cd o U 'd X � � N O N U > N N •r-i +� •d a� CH I a� O E-H .1c: O • Q., P • N f5 -P CU O Q-1 4-1 ri O r- I N w b.O r—I +D • r�-i o Cd $ r-i S� •r-1 CD • - coO4 -P z -P Cd O boo — Cd 3 +� o co r-4 3 to \o .r4 ro O-P ,n rQ cd W m cd Cd H O ?C C7 E fz) rn cd n .�..a-Lo-� wci� 17:La GOPELR�I NC(°, TE 9706251110 P. 02 f C C 2500 gal. revised 1997 5' COPELAND ceicrETE 20803 U,S, HWY. 6 & 24 Rif 16, CO 81660 (303? 626.1112 3pc 61611 Model C.M. 2500 gallon three piece septic tank. The bottom and sides are reinforced with 6-6 10-10 mean plus #3 rebar in the bottom and corLIers. Top reinforced with 6-6 5µ6 wire mesh as well as #3 rebrar. Digging Specs: 13, long x 716" wide. From the outside bottom to the center Of the inlet holQ is 5'10'; Outlet is 3" lower pg37 E ♦ - - 60'-5" EXISTING H❑USE/LO 1 OTE: KITCHEN . ALL SEPTIC WORK TO COMPLY WITH FIRST FLOOR 1834 DAGGETT L•HE EAGLE COUNTY AND COLORADO STATE IEALTH DEPARTMENT REQUIREMENTS. 1 i FOLLOW INSTALLATION GUIDELINES FOR: ;ONCRETE TANK— BY COPELAND CONCRETE. ,EACH FIELD— BY INFILTRATOR SYSTEMS, INC. LANDSCAPE LEACH FIELD TO PROHIBIT /EHICULAR TRAFFIC OVER THE INFILTRATORS. 1\ E. INSTALL 4" AIR VENT/INSPECTION PIPE IT THE END OF EACH ROW OF INFILTRATORS. LAUNDRY FIVE BEDPROTECT AGAINST DAMAGE BY LIVESTOCK. FIRST FLOOR REMODEL a. ALL PIPE TO BE 4" Sch 40 ® —2% MIN., FLOOR (SI+VITH AT LEAST 42" BURY, OR INSULATED. RfG�, r rya A GYPSUM CREEK RANCH SHEET NO. LODE EAGLE SEPTIC SYSTEM JERRY C. LAV, P.E. OF DBA JC PROJECT: 335 DONEGAN ROAD GLENWOOD SPRINGS_ CO 91601 97-142 ❑ G e YPSUM CREEK RANCH Svc c7` J h� 4" le s� JAN r u P.O. BOX 1010 • GYPSUM, CO 81637 �1 �`70SZy- y00 Received Aug-12-98 11:20am from 3287185 � ENVIRONMENTAL HEALTH SENT BY:. 8-1�-88 ; 10:08 ;Cammun i tyDeve l npment-y32 OM page 1 TO: imiet Kahl Environmental Health Phone: Fax ; U �� I FROM: L* Graves Eagle 0-ju .ty Bundling Divislri%.n DA'IT: 8/ 12/98 Hey Jainet-- Pages: 2 (Total) Here's a "Ritc plan" fi-om Qua problem child, Mr. Goldsmith, at 1504 Dagget Lane, BP-10322. ' I don't know if you have received his ISDS permit application yet, but we received this in the mail today. If you think this is bad, you should see his "site plan" for his building permit! Lisa Received Aug-12-98 11:20am SENT BY,,,, from 3287185 4 ENVIRONMENTAL HEALTH 8-12-88 10-08 tommWtyDevelopment-3280840 page ? ;# 2/ 2 0 . N M M 0 M, hmn. GVMJ G-131J ISDS Permit # 6 S cl " 9 to Inspector Date N ISDS Final Inspection Completeness Form 1,000 Tank is 1) o 0 o gal. Tank Material `� o r . c s 1 c ,� a n e LAI c N e 4-4- 40— Ixs C:. • � l N S l?. `r 1 4 �' . Tank is located 2-(�' ft. and )degrees from Tank is located ft. and degrees from ees Tank set level. Tank lids within 8" of finished grade. Size of field 4 W ft2 140 units 25'0 lineal ft. Technology -eS Cleanout is installed in between tank and house(+ 1/100ft). j "T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No �r es Inlet and outlet is sealed with tar tape, rubber gasket etc. }wo bud'.C@lesS i 1 0 6 0 ta,—,kS .,. SQrLpS Tank has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. L 0 ` 0' M Depth of field 3 --4 ft. Soil interface raked. yea. Inspection portals at the end of each trench. _ e-f Proper distance to setbacks. ' x ` s ' ` �' y 7 �z t e Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) Splash plate(s) installed at least in first trench inlet. Type of pipe used for building sewer line D 3 leach field S �.—j a r T E ^- � 1 14 "- Other Inspection meets requirements. �es Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Field Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 Tank 50 10 5 10 50 10 * 10 I 0 -� tmC m` r� mmn z m mb�D '�F�o�'yo $ ��+•N � � -Ul m C-) A IJ -970Z! O x < EOM A t$ m tz7 firm c+ aM0 tJ C O x D t7 m f'l D _ r DO 70--1 (1)C) m -q z r- 0 0 70 C O O ::E cn -u D (W r 0 m m --I IZ _ A r n n� D m DPmm(AcZ Mr-=DF �rC) rz mr r-o�mD��mmOo�cn >-0GDj 0r-IDo--q () -I Z O� D m Z Z Z O n Nm0 n nDZmrr-Z CO D =<Onm-<D,y T\ tK m =- -_+ -<woo-Mz:m-nx00ZeO0 D C Q ZT Z-Ir--4M0-0C7 �� ooW-0 m ZMo� m — cco@<-Zq I-Tl-0-< z0-< � I �rOF-X�Omc/)O Div�=zxOmzcn• �_ m°Y0D��K;)o-Tl D oZO�mp�Zm� m = m O X M 1-1 z rC) t� m (/) m m X H H � l H z Z FO 7� O O QdOC\d Q—I3I� EAGLE COUNTY ENVIRONMENTAL HEALTH FINAL AS -BUILT SKETCH ISDS PERMIT # 16ST-76 DATE 1 C- 0tq-03 LOCATION ADDRESS iSa W b r_2 , �_ L� 11 4- 1659-96 Tax# 2111-193-UU-U4/ JOB NAME 1504 Dagit Lane AGVEST LLC Gypsum, CO Bed & Breakfast JOB NOT 6. 1 o 3 - j�3( OB LOCATION 1 BILL TO DATE STARTED DATE COMPLETED DATE BILLED y� md, / 1 E ./ I is i o' r —ir I L_ �iii/l ! MAP .LJ�i ii /I r IL_ "IF Imp l.� Ell 2"W � L/1 11_ W/121111M • - COST SUMMARY MIN �. Mimi I 0� N TOTAL TOTAL ABOR mill �M�WE �■ MISC. COSTS / 5 -■ :TOTAL JOB OST' PROFIT / SELLINGOF _■NET PROFIT JOB FOLDER Product 278 NEW ENGLAND BUSINEEA' SERVICE, INC., GROTON, MA 01471 JOB FOLDER U Printed in U.S.A. 610 aVA �QIL ` �{.� Z �K, C%��c—c� �c INO f b C, l S O: k d ti / r c -cn C jC1 G.3 EAs { re+2C�► f� �'^�ccl j � �- r -c c(` cicsI ccS ry v -� o