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Home My WebLink About02813 _, 1+.,'_y ,.x,�IPF . - e fl ati . _ i t .r.. 4 tT ": *MC o;�eGt$. • " GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 81 3 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 Phone (303) 945-8212 r This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY r Orner a Name ; Ted: Gauglef l ' ' ' Present Address 4841 CR 154, Glenwood SpgaPhone_ -2710 J' System Location 4841 County Road 154, Glenwood Springs Legal Description of Assessor's Parcel No.. SYSTEM DESIGN • Septic Tank Capacity (gallon) Other yy R Percolation Rate (minutes /inch) Number of Bedrooms (or other) Required Absor • tion Area - See Attached Special Set •ack ' equirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation lt �, System Installer Ems/" f , �/ Septic Tank Capacity / 000 (1 <. C � ,((•S71 ( C. Septic Tank Manufacturer or Trade Name (/ X"S 1 /t-rC Septic Tank Access within 8" of surface ` 1 ,t Absorption Area 6 \' X G r ) C �t r/ It T 0 K Absorption Area Type and /or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other ` �j Date. ( — 91 , Inspector / + L P D RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or Installs an individual sewage disposal system In a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 8 months in )all or both). White - APPLICANT Yellow - DEPARTMENT 4 JUs -03 -1997 16 21 HIGH COUNTRY ENGINEERING P.01 dr 1 TR i HIGH COUNTRY ENGINEERING, INC. OINCER VO 4, r 923 Cooper Avenue �:- s Glenwood Springs, CO 81601 r uiii (970) 945 -8676 • FAX: (970) 945 -2555 ; I ! /' 3 p TO t—'+e O•n r - � %� � .. .. ...se,,,„.. ' DATE /� / 9 SUBJECT! a l u m : - JOB NO. 9740¢ I Q _.._ ATTNIRalla FAX NO - ------Sheet / of 3 W re sending the follown g:I Uvaterewith U Under separate cover Photocopies U Pri u Documents G Mylars O Shop Drawings NO. OF LATEST ITEM COPIES ITEM DATED REMARKS e•a ..— _ — ... .. I i If material received i5 not li sted above, kindly notify us at once. • Transmitted by: LI First class mail u U.P.S. Next Day Air 0 Federal Express ❑ U.S. Express Mali 0 U.P.S. Std. Service Agee_ 4. O Messenger i B _ M --__ _ _._....._. ❑ Pickup �... ._.— _.._... ..__ X --- '' Sig "BLS. -03 - 1997 16 21 HIGH COUNTRY ENGINEERING P.02 ,- - .t s wn t. if . �J' • • 1 x .711 UA 11:5 IN LC' ' 34 OF SEC. 1. T.7 S. , R. 89 F11 OF THE 6TH P.M.. GARFIELD COUNTY COLORADO wry .tor >4 ; B.P9ss CARP i I n S. 87'// pp'li-'' /2.073' N I � ° �� m 4 1 `� � Pvw `\ t 1.5 4-17 ‘ l brit itt , --. \\ , . srs1t•1 'p 4 , i � 4` Asposw 7E \ ■ \ m / .�-_ A.fGK (,q� per, a 4.9.. (11 j � J' R \ T `` �I b i \ ` -S - I\ . . ass CAP \ T » ._, .c., `" ~� ? / / ~` � SG94.E-• Z V y / ,4/CH= 4:D PEe 7 'col , � ` o io I o o. S6 ,q t/ p 'ew p F , e 4841 COUNTY RD..' 154 , .5 xi,' • IMPROVEMENT LOCATION CERTIFICATE i hereby certify that this imgro 'iement location certificate was prepared by Scarrow & Walker, Inc. for Theodora & Ellen Gaugler, that it is not a Ian survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, build1ng,i or other future improvement lines. i further certify that the imgqro4ments on the above described parcel on this date, August 18, 1988, except utility connections, are entirely within the boundaries of the parcel, except as shown, there are no encroachments upon the described premises by impnOvements on any adjoining premisas,except as indicated, and that there is no apparent evidence or sign of any easem t brossing or burdening any part of said parcel, except as noted. I further certify that accord o the National Flood insurance Program Flood Boundary and Floodway Map (N0.080206- 1165), portions of this property tie within tha flood boundary. Based on the above mentioned map, it appears that the house is not within the flood urdary, but the exact location of can only be determined by an Engineer. ihis property is subject to ri -way and easements of record as shown i - "'.= p g n � `�mftment prepared by Stewart Title Company (commitment No. 5564 -G). — p 00,`,4 � f , � �0: •; j ,ARRhy�. F,pl t i August 19, 1988 Frank W. Harrington, L.';f6t9.•= xlaae r 19598 Scarrow & Walker, inc. p y�J 0 811 Colorado Avenue - 4 e Q Glenwood Springs, Colorado 8101: is d'/ '• ' SJ � A NAL LW-- Job No. 88.206 s SCARROW Ar WALARR, INC. i DATE: DWN BY: Di7C SCALE: 811 COLORADO AVE. 9U4v57•/9, /988 CKD 811 PWN 1 INCH •• 10 FL GLENWOOD SPRINGS, COLOR1ADO . j 1 1 • ,311L -03 - 1997 16:22 HIGH COUNTRY ENGINEERING P.03 SIR :0 1 ... ai.....................:00/..e.°.a.... .....■ \ I 1 V i . i I es . i i vtakci . . i . / I// v V � ; K4 ' l ' i'' ' S / / #1/ P cL • N i 4 zs,•- - 7 6 - 6)* 'a_ 4 . , v�y�, , / * � ` zz o; i a J`, 11 k Phi . /) . S) ' , y tit it ‘ r / 8 " � 8� 4 ��P�� `m is ; . / o. 4 v I A --- -__. i CFS / . r o - : 1 ela v) I/ 5 I kosa- TOTAL P.03 n . 4 / . g- c / 6--- SI vim. T, r r �2 _ 43 s / � /ON JP TRY HIGH COUNTRY ENGINEERING, INC. No a -nova 923 Cooper Avenue • Glenwood Springs, CO 81601 (970) 945 -8676 • FAX: (970) 945 -2555 TO4, 'fF /Aer) t./ A)77 /:)G CY; . DATE re/i /7, SUBJECT ! . < _∎t L rtt_ JOB NO. 770 ¢ I 2- ATTN - 1.? - 574 5 FAX NO Sheet of We are sending the following: bl Herewith ❑ Under separate cover ❑ Photocopies ❑ Prints •cuments ❑ Mylars U Shop Drawings NO. OF LATEST ITEM COPIES ITEM DATED REMARKS / /1/ t • 04x5 K A) C.= I vey / s,-4,4 Pr<sed / 427 rY/0 bt) t l If material received is not listed above, kindly notify us at once. Transmitted by: ❑ First class mail ❑ U.P.S. Next Day Air 0 Federal Express . ❑ U.S. Express Mail �T ❑ U.P.S. Std. Service FAessenger B y : ( � Li Pickup ❑ FAX _ fNNi lLa �IUu INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by County Official: OWNER Tep 4. ELLt,J aRu4 / rrrL- \DDRESS I PHONE • Z 9 CONTRACTOR DAvio (Zippy CaNSTP_ r jinn_/ ADDRESS PHONE 745.27/0 ° ERMIT REQUEST FOR: ( ) New Installation ( ) Alteration ( ) Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page 4.) LOCATION OF PROPOSED FACILITY: County 4,,4,ec e?.o Near what City of Town 6itn.noverrrr 51PGrS. Lot Size O•7 p,c_. Legal Description 5 �s, -tid e Ltoot y,w,nve,� . < 4ASTES TYPE: ( ) Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe 3UILDING OR SERVICE TYPE: 'Ee5i0E7vLE lumber of bedrooms Z Number of persons ) Garbage grinder ( ) Automatic washer ( ) Dishwasher iOURCE AND TYPE OF WATER SUPPLY: (..\--) well ( ) spring ( ) stream or creek live depth of all wells within 180 feet of system: z, o If supplied by community water, give name or supplier: N /4. 3ROUND CONDITIONS: )epth to bedrock: j p, )epth to first Ground Water Table: > S ?ercent ground slope: 32 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Stay- m,`r Jas an effort made to connect to community system? o TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (x) Septic Tankl &'.5T /19j ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: :INAL DISPOSAL BY: (k) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: ILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No e ; 0/v4 Pte e ,'6- 22m?vi 40 s Fere 'EP/4,2 A) 5 ate Co Pale n r 4 242 Page 2 ti OIL PERCOLATION TEST.RESUkTS: (To be completed by Registered Professional Engineer.) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. ,ame, address and telephone of RPE who made soil absorption tests: 'ame, address and telephone of RPE responsible for design of the system: r�- A o trpre. ,pplicant acknowledges that the completeness of the application is conditional upon such urther mandatory and additional tests and reports as may be required by the local health epartment to be made and furnished by the applicant or by the local health department for urposes of the evaluation of the application; and the issuance of the permit is subject to uch terms and conditions as deemed necessary to insure compliance with rules and regulations dopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies - hat all statements made, information and reports submitted herewith and required to be •ubmitted by the applicant are or will be represented to be true and correct to the best ,f my knowledge and belief and are designed to be relied on by the local department of health n evaluating the same for purposes of issuing the permit applied for herein. I further under - tand that any falsification or misrepresentation may result in the denial of the application r revocation of any permit granted based upon said application and in legal action for per - ury as provided by law. ,ate Signed 'LEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY Page 3 NCH OUNTR r NanCCRno July 8, 1997 Ted & Ellen Gaugler 4841 County Road 154 Glenwood Springs, CO 81601 Re: Gaugler Residence ISDS HCE File number 97004.12 Dear Ted & Ellen: This letter is to review the testing and design performed for the remedial work on your septic system. The failure of the existing field (absorption area) necessitated the construction of a replacement field. The reason for failure appeared to be the high ground water table associated with the Roaring Fork River, which is adjacent to the property. There were only two logical locations for a replacement field. In front (south) of the house, or northwesterly of the house. The area in front of the house is encumbered by the 50 foot river setback, the 20 foot house setback, a 15 foot wide easement, and the existing field. An area would be left immediately adjacent to the existing deck, however, as it is only one to two feet higher in elevation, we were concerned that high ground water could still be a problem. That left the area northwesterly of the house. Percolation testing was performed in the area northwesterly of the house on July 3, 1997. The average percolation rate was 18 minutes per inch. With the existing two bedroom house, the average wastewater flow rate expected would be 300 gallons per day, and the design flow rate would be 1.5 times as much, or 450 gallons per day. With a percolation rate rounded to 20 minutes per inch, an absorption area of 402 square feet would be required. However, the regulations allow a 40% reduction in area for the use of Infiltrator units in a bed configuration. Therefore, the required area would be 241 square feet. At 18 square feet per unit, the number of units required would be 14. We recommended 16 units to the contractor. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945 -8676 • FAX: (970) 945 -2555 Ted & Ellen Gaugler July 8, 1997 - Page 2 The installation of 16 units in the area northwesterly of the house required lowering the normal 20 foot setback from a residence. The 10 foot setback from the westerly property line was maintained so that no unusual burden would be placed on the neighboring property. The field also encroaches to less than ten feet from the northerly property line, however, this is the county road right -of -way and the road is approximately 15 to 20 vertical feet higher than the field area. Therefore, no significant effect on the right -of -way area is foreseen. The house is constructed on a vented crawl space, and the field would be approximately three to four feet in elevation lower than the footing level, so again, no significant effect is foreseen. The contractor was instructed to locate the field at the elevation of the percolation test hole that had the best percolation rate. The contractor was also instructed to install at least two observation ports in the field area to allow monitoring of the effluent level in the field without excavation. The existing 750 gallon septic tank remained in place, but the piping entering and exiting the tank was redone to accommodate the new field location. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. U/tk Ti othy P. Beck, P. E. Pr ncipal Engineer l TPB /soe A TRACT OF LAN SITUATED IN LC' 34 OF SEC. 1. T.7 S. , R. 89 W. OF THE 6TH P.M.. GARFIELD COUNTY Roma POLS COLORADO - NW LOT 8¢ B.P//SS C9P n S. 87' / / bore. /,21573' fr" • T n VS \ PWWE,P tole N /Mass b .2 . 3 : ? \\ . At 44 "2:54,'" \ 1 \ sR • 04 .za ¢ . A O 6`/ \ N ® a\4. 7 Iii _ _CAC ORT N \D ..s- • --....... \ b \ (\) \ 1 • • • ar. SE- s� \z, F \ . �\\� \ • 112.955 CAP »\ � � 1 WirvCSS cae,E•e _ \ Y SW coT 3 \ � \� �� _� \�� 0 T 3 _ S Q9 .C. E / /A/CH: FEET '4.1 41 C H 0.56 / #/— 0 - f * v�� o t� �& 4841 COUNTY RD..' 154 14 59. 24/ ° _ N. 69°S/'OO't,/, IMPROVEMENT LOCATION CERTIFICATE 1 hereby certify that this Improvement location certificate was prepared by Scarrow & Walker, Inc. for Theodore & Ellen Coupler, that it is not a land survey plat or improvement survey plat, and that it Is not to be relied upon for the establishment of fence, building, or other future improvement lines. I further certify that the improvements on the above described parcel on this date, August 18, 1988, except utility • connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. 1 further certify that according to the National Flood Insurance Program Flood Boundary and Floodway Map (No.080205- 146S), portions of this property lie within the flood boundary. Based on the above mentioned map, it appears that the house is not within the flood boundary, but the exact location of can only be determined by an Engineer. • This property is subject to rights -of -way and easements of record as shown in r - "N". •, mttment prepared by Stewart Title Company (commitment No. 15564 -G). " Dy 9. ... ) ..... t ��: ;CO 4 i...4 Q i August 19, 1988 Frank H. Harrington, L.ift9.' 19598 x % Scarrow & Walker, Inc. , ,t om 4) 1 811 Colorado Avenue a F ( C. /,Q�S Glenwood Springs, Colorado 81601 • t h.,••• •••.,,..••• S 1 Job No. 88.206 t L M t �= - SCARROW k WALKER. INC. DATE: DWN BY: /WC SCALE: 811 COLORADO AVE. 904 US /9, /988 CKD BY: Fw9 1 INCH - 10 FT, GLENW00D SPRINGS, COLORADO . / - \ I / I �� 4 illi p $ / 0 , 1 .14 V l' N / ki l 4 4 ., - 2679,2_ Ni / . ti tl ti i ,/ � J � P / / / / . o H &I Vi r9 /) •\ / 4 * o v' �� St / / L% v / . / lot Cc , r ‘41 / 7 to se q tA"/ 'et /7 tfi mis ' / t 4 7 uN 1/4 Ths, / i e41 1/2 // s S- t■Sr / 5k/ 0 S - / /1 • • yer . . GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 81601 • 4, "•+f✓ " PERMIT 11 S ' 2 (this does not constitute a building or use permit) • • / Owner - �` • Systole Location • � ' / • "`r' /J i5/ K/2 . Licensed Contractor • • Conditional Construction approval is hereby granted fora • `' •r,� •� gallon • _ �,. .r �. • ?:.r:.. I Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: /„//„,..-;;T? ,• Pere rate / inches in ca'S minutes - '?' ' sq. ft.( /iF >" / / ... • � ".•a `' • • absorption area per bedroom 'fle 11 of bedrooms • ' x .R C sq. ft. minimum requirement - ` /a <t•' May we suggest ,/,..2",-V 4;3 y 1' / "net F- ' .: >'iri /;:' r ; /,,'.','r `; . ` /f .. •, , .I • , , . f (. .. , -t . ✓. n ' . /, Date "� ' � � . /7I C .. -. , .. Inspector FINAL APPROVAL OF SYSTEM: • No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. I 4 ex7sex/76z) therIC ?E Z'77C- -• Proper materials and assembly. / /-5 c. :. /id /t` r e ? � c = X /S 7T' / 1 e 7 7 7 7 1 4 4 - ( %. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. (Cie/ Adequate compliance with County and State regulations /requirements. Date / / ,S ` 7 Inspector • RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 'CONDITIONS: 1. All installation roust comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 88.44.4, CRS 1983, amended 00 -3.14, CRS 1983. 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine • 6 months in jail or both. .. ... .... .. ....r' :•'moor,.( OrrppM .::Ofn(,r.00flrr .n:' :..c. ....... nr nr..p..1.:. - .. t. . r,1"nD:',• .. : _ Permit fi S o,�2 CHARGES !'f .. " / ,v Name of Applicant: // V • /i / i, , Percolation Test $50.00 (includes final inspection) Amount Paid - /i / %'/ / Permit Processing Fee $25.00 Date Paid /////://' Check (no cash) Cashier Money Order ^/ ALL CHECKS ARE TO BE MADE PAYABLE TO GARFIELD COUNTY CLERK AND RECORDER. Clerk & Recorder - White Copy Applicant - Green Copy Dept. - Pink Copy • •