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HomeMy WebLinkAbout286 Hooks Ln - 246511300010INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1395 Please call for final inspection before covering any portion of installed system. OWNER: Richard & Jennifer Carr PHONE: 925-4755 MAILING ADDRESS: P.O. BOX 1821 Olry. Aspen state: CO ZIP: 81611 APPLICANT: Jennifer Carr PHONE: 925-2867 SYSTEM LOCATION:0286 Hooks Lane Emma CO TAX PARCEL NUMBER: 2465-113-00-010 LICENSED INSTALLER: D re age r Excavating -Ed Dreager LICENSENO: 29-94 DESIGN ENGINEER OF SYSTEM: 'n INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:`�- 7 5 O GALLON SEPTIC TANK � n ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 40 2 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Tns all 140 lineal feet of SR or 11 infiltrator unit-4-- TnGtal l inGnecti nn x portals at the end of each trench, and call he ccnmty for a final IngpPetion Tngtall SySt 2-3 ft belowL. Rake trench bottoms if there L; q-.n)Z STnPqrjvng of cla)us­ ENVIRONMENTAL HEALTH APPROVAL( DATE: 8 124 / 94 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. 402 via 11 infiltrator units in 1 trench INSTALLEDABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: 1000 GALLON 228 DEGREES 45 FEETFROM SW side of the house SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY �g 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: ail — ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # -ISDS Permit 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: Richar. d_ and ,Jennifer- Carr MAILING ADDRESS • P.O. Box 1821 Aspen, CO 81611 PHONE•'( 303) 925=.4755 APPLICANT/CONTACT PERSON: Jennifer. Carr PHONE:((303)925-2867 LICENSED SYSTEMS CONTRACTOR: Please see note below PHONE: COMPANY/DBA: Please see note below ADDRESS • Please see note below PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ) ALTERATION-( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 0286 Hooks Lane �Fzier-Perrow, WS'-113 Tax Parcel Number:" Tract 58, Sectionli,ot Size: 2 acres Physical Address: 0286 Hooks Lane Colorado BUILDIN TYPE: (Check applicable category) Residential/Single Family Number of Bedrooms .2 Residential/Multi-Family* Number of Bedrooms _ ( ) Commercial/Industrial* Type TYPE OFWATER SUPPLY: (Check applicable category) ( Well ( ) Spring ( ) Surface Public Name of Supplier: *These systeu.ire design by a Registered Professional Engineer SIGNATURE: Date: AMOUNT PAID: 5 Q _91- 1 -7 RECEIPT # : ' Z� DATE: `! CHECK #: Ltv CASHIER: Final selection will be made based on price/schedule.factors:: All three suggested we have the permit issued jointly,.as further information from county is needed for bidding. Walter Construction J.W. Construction Stutsman-Gerbaz P.O. 2323 15404 Frying Pan Road 30376 Highway 82. Glenwood Springs, CO Basalt, CO 81621 Snowmass, CO HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 - Glenwood Springs, CO 81601 July 1, 1994 Fax 303 945-8454 Phone 303 945-7988 Rich Carr 117 N. 6th St. Aspen, Colorado 81611 Job No. 194 303 Subject: Observation of Profile Pit and Percolation Test, Proposed Addition, 0286 Hooks Lane, Eagle County, Colorado Dear Rich: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the profile pit at the subject site on June 17 and 22, 1994 to evaluate the soils exposed for foundation support and for the leach field expansion. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to you, dated June 14, 1994. The addition will be 2 stories of wood frame construction. A monolithic slab and foundation is proposed for building support. Insulation is proposed around the building perimeter to limit the bearing depth by reducing frost penetration. At the time of our initial visit to the site, the profile pit in the leach field area had been dug to about 5 feet below the adjacent ground surface. Percolation tests performed in 2- foot deep holes previously excavated at the site did not perc and the pit and percolation holes were deepened into the gravel soils. The pit had been deepened to a total depth of 8 feet when observed on June 22. The soils exposed in the bottom of the excavation consisted of 3-1/2 feet of very stiff clay above relatively dense sandy gravel with cobbles and boulders. The log of the pit is shown in Fig. 2. Results of swell - consolidation testing performed on a sample of the clay, shown on Fig. 1, indicate relatively low to moderate compressibility under conditions of loading and wetting. The laboratory testing is summarized in Table I. No free water was encountered in the profile pit and the soils were slightly moist to moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2000 psf should be adequate for support of the proposed addition. Footings should be a1linimum width of 16 inches for continuous walls and 2 feet for columns. The topsoil, loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the bearing level extended down to the undisturbed natural soils. A monolithic slab and foundation can be used. Footings that bear in the upper clay will have some risk of differential movement if the bearing soils become wetted -Footings, that -bear on the `` "dense gravel subsoils should have minor settlement risk._ Exterior footings-should?be. _ . provided with adequate soil cover above their bearing elevations for'frost protection. We understand that insulation is proposed to reduce the frost depth.. - We .recommend. the minimum depth of footing be 18 inches below exterior grade Continuous foundation Rich Carr July 1, 1994 Page 2 walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Structural fill placed within floor slab areas should consist of imported base course compacted to at least 95 % of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. Percolation tests were performed in the gravel soils on June 23, 1994. The percolation est results are presented in Table II. The test results and subsurface profile indicate '-3 that a conventional infiltration system that is based in the gravelly soils is feasible at the site. The recommendations submitted in this letter are based on our observation of the soils exposed within the profile pit and do not include subsurface exploration in the addition area. This study is based on the assumption that soils in the addition area are consistent with those identified at the profile pit. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions, additional exploration would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. We should observe the building foundation excavation at the time of construction. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK Steven L. Pawlak, P.E. Rev. By: DEH SLP/rr N INC. �� ti� a Beoo 15222, .e rT�TE�OF C0'9��00 Attachment cc: Peightal-Guy - Attn: Dale Kaup H-P GEOTECH HEPWORTH-PAWLAK GEOTECHNICAL, 1NIC. LOG OF EXPLORATORY HOLES Job No: 194 303 Datum: Ground Surface Type/Size of Hole: Backhoe Pit Prepared By: LEE, H-P Geotech, Inc. Date: 06/22/94 Reviewed By: SLP, H-P Geotech, Inc. Date: 06/28/94 Pit No: Profile Location: Leach field Depth,Ft. Visual Description of Depth, Visual Description of Class. Material Ft. Class. Material 0-1/2 OL Topsoil; organic clay. 1/2-3 1 /2 CL Clay; sandy, scattered gravel, very stiff, dry, brown, blocky, porous, low to medium plasticity. 3 1/2-8 GM -GP Gravel, Cobbles and Boulders, sandy, silty to relatively clean with depth, rounded rock, moist, brown. Bottom of Pit @ 8 feet No free water. Samples: 2 CL 2" Diameter hand driven liner 2- 3 CL Disturbed bulk 3 CL 2" Diameter hand driven liner Fig. 1 ` I � I � fI ` � I U.1 Lu I u 1uu APPLIED PRESSURE ksf HE=WORTH-PAWLAK 194 303 SWELL-CONSOLIDATICN TEST RESULTS Fig. 2 L T GE'OTECHNICAL, Inc. U) J U) W U) W F- • �■ Ire a� W (Q a � O J U O O U U C C U) (1) O j = W F Y W Z LL a O a ¢ U � 1- 'O N 7 U U_ X F N z 2 a c� W w W J � N C7 0 z W N > N ¢ N c; C7 a a Z o_ Za Q Z N O 1= a 0 a W Q o ¢ 'J } z n �' h=- p Q O r Z cc7 yzj u m N Z C6 L6 Q O O Z U :) O d N F o a U O J W a `a N Q L CL - - HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE II PERCOLATION TEST RESULTS JOB NO. 194 303 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) P-1 (South) 47 15 Refill Refill 12 10 2 20 14112 12 1 /2 2 12 1/2 11 1 1/2 14 12 1 /2 1 1 /2 12 1 /2 11 3/4 3/4 11 3/4 11 314 P-2 (West) 40 15 Refill Refill 12 10 1 /2 1 1 /2 15 12 3/4 11 1/4 1 1 /2 11 1/4 101/2 3/4 13 3/4 12 1 /4 1 1 /2 12 1/4 11 1/4 1 11 1/4 10 1/4 1 P-3 (North) Water Remaining In Hole From Previous Test. Large Rock Bottom of Hole Note: Holes were deepened and soaked on June 22 and the test perfor n d-on June 23, 1994. Z d INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 1863-99A BP NO. OWNER: RICHARD & JENNIFER CARR PHONE: 970-927-1020 MAILING ADDRESS: 0286 HOOKS LANE, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0286 HOOKS LANE, BASALT, CO TAX PARCEL NO. 2465-113-00-010 LICENSED INSTALLER: DREAGER EXCAVATING, GLENN MEEHAN LICENSE NO. 19-99 PHONE: 970-927-3431 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON EXISTING TANK, 403 SQUARE FEET OF ADDITIONAL ABSORPTION AREA FOR A TOTAL OF 750 SQUARE FEET VIA A TOTAL OF 24 INFILTRATOR UNITS. 11 EXISTING AND 13 ADDITIONAL. SPECIAL REQUIREMENTS:INSTALL THE NEW TRENCH IN SERIAL DISTRIBUTION AT THE END OF THE EXISITING TRENCH. INSTALL THE ADDITIONAL AREA JUST BELOW THE STIFF CLAY LAYER AND ABOVE THE GRAVELLY ROCKY LAYER BUT NO DEEPER THAN 4 FEET IF POSSIBLE. INFILTRATOR UNITS MUST BE INSTALLED IN SOIL NOT GRAVEL AND ROCKS. DO NOT BACK FILL WITH ANY ROCKS OR COBBLES LARGER THAN 8" IN DIAMETER. IF THE SOIL 1 S TOO ROCKY OR GRAVELLY CALL FOR A SITE VISIT. SANDY CLAY SOIL THAT DOESN'T SMEAR IS OKAY FOR INSTALLATION. DO NOT INSTALL IN WET WEATHER AND RAKE ALL TRENCH SURFACES. INSTALL INSPECTION PORTALS AT THE END OF THE NEW TRENCH. CALL EAGLE COUNTY FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL•- DATE: MAY 4, 1999 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 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: 558 ADDTTTONAT, SQUAREFEET(VIA 18 TNFTT.TRATC)R JINTTS ) INSTALLED RXT STTNC TANK: 100 GALLONS IS LOCATED _ DEGREES AND _ FEET FROM FXTSTTNG FTFT,D C'ONSTSTFD OF 11 TNFTT TRATOR TTNTTSy-FnR A T(1TA7 nF 99 UNIT-, 899 SQUARE FEET COMMENTS: THE INSTALLER WAS IN R CTFT) To TNSTAT T 7 MQREJNSPEGT'TpN PORTAT S TN TUR TRFNCERS TO ALLOW MORE OXYGEN TO ENTER THE v T M BECAUSE OF Tug DFPTTT nF TTTF FTFTn A1S0, TO GRADE THE FIELD SO THAT WATER WOULD RUN OFF OF TT TNSTFAD nF cnTTFCTTN(' AS TT HAS nnNF TN THR PAST 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 JQ[ 07 P tt DATE: MAY 19, 1 A 9 q s (mite Plan MUST be attached) ISDS Permit APPLICATION FOR INDIVIDUAL FttWAGE DI POSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) *******�t***ykyk�r*�k*****�Ir*********icrt*ic********ic**�iria*st*tr**,t**s•. k****�c**at*****ak* * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER11 PROPERTY OWNER: AcAaf PHONE': (1?7V ) q;--] -1026 MAILING ADDRESS: Ca,06-_h(ook's APPLICANT/CONTACT PERSON: MAILING ADDRESS: PHONE: LICENSED ISDS CONTRACTOR: (S-(CPn V. PE feka PHONE: (6?70)9Z7`3't� COMPANY / DBA : c v C L.0 ADDRESS I 97- 6( fni► l " I$r 7a (— PERMIT APPLICATION IS FOR: ( ) New Installation f/ Alteration ( ) Repair 9AC'%Yt*k'R�P***`�tk'*'IF 9r 11t k'k'*yt YF 1k****9ck'**1M'Ykk'aM*'k :C 7�c 'k 'k *'k•k'*7F 'k 7�C �[/c k' k'�kk'*k'Mrk 7c tic*k'it ssr Mr k•'#�k kr ik *vr* LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # ( if known) Legal Description: Subdivision:.KQ7-;C(--(Filing:—Block: Lot No.6171 Tax Parcel Number: "i 6 5 -� L `j -Q Q_-0 f Q_ Lot Size*��`����P� Street Address: C��6 M26 1&--4(► -0 S162-1 BUILDING TYPE: (Check applicable category) (( Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ([j Well ( ) Spring ( ) Surface Public Name of Supplier: Number Number Type _ of Bedrooms ©,, of Bedrooms *These systems re re design by a Registered Professional Engineer L/ SIGNATURE: M �v mate: �clrk'9c�lt*71r�r�r*ir�Yk•k•�kYc�r7lck•**** Eck•icic�c�c�rk•k•�tickiricAl:„Mick•si7t�r�c�Y7Yx*�cic�cNc**yc�ck�+c�c*�rir*iricicir7ksl•�1r TO BE COMPLETEg BYTHE COUNTY `� .� AMOUNT PAID: 1_ d RECEIPT #: /I *%Y DATE: CHECK #: _�a b CASHIER: _ �d ISDS Permit # fS 63 - q ( Date 5%�l ISDS Final Inspection Completeness Form Tank is 1 c'� ° 0 gal. Tank Material r Tank is located ft. and degrees from (Permanent landmark) Tank is located ft. and degrees from (permanent landmark) Tank set level. Tank lids within 8" of finished grade. V �1 ur 5 f: -j �euj` uv\(ks H D i b Size o ie d t2 1� units lineal ft. Technology it uh l �uni� S s ssZ�� (�ould(�a -� 5�� Y ! Cleanout is installed in between tank"and house + /100 t) .tom ` There is a "T" that goes down 14 inches in the inlet and �` Sso area.. outlet of the tank. N2� 1� Inlet and outlet is sealed with tar tape, rubber gasket etc. Tank has two compartments with the larger compartment closest to the house. Measure distance •.and relative direction to field. Ck- Depth of field ft. d� Att-J tuitcfv--j Soil interface raked. Inspection portals at the end of each trench COX"hr i n'P fo .,be ec�2 Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks_-tem_ovved from �renches, etc.) ,; Type of pipe used for building sewer line leach field 30 Other I r�-�'1CU Uu7.i�iLl-� cQ o� Rbt -iv JgLCD-c, j)/\_ock4 78 iw chs�, w=tc.� Inspection meets requirements. 4 -w QcQwo:* L0z' d Co form to installer's file if reo mmen�&tions for im rovement were PY P suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 EAGLE -COUNTY ENV. HEALTH P.O. BOX 179 EAGLE, CO 81631 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE ........ ........ .... ....... ........ .. .._ . q .. ............ .... ...... .' .. ... (� ... 4... .. .... ....... .. ........ .. _ ....._ .. ... ...... .......... ... ... ... .... ........._....... `� .. .......:....................................... . ........ _.. . ........ ...... ;... ..... ........ :......_ ;...........................(.....�Q�t hblk ........ ..........:... ......; .. ....... __ ..... ..... ........ �.. ; .............................. ...... .... i ..... ................................. ............. ................. ;.... _........ .....:.. ....... ....... ........ ......... � ....... .......:. ........: .......... ..... ........ ... ....... ........ ...... ..:,. ....... ... ... ..... ....... ........ .......................................... .... ....... . ..;.... .................................. .................... :........ ................. k:3 .. ` .._ \�. ... ...... ... . 1. .... ................... .... ....... .............. .... .... ... .. .... ....... ................................. .:..... .... ................................... ..................... . . .............. ... ....... ............ ............ ....:.... .__.... ............ :........ .. .......... ...................................................:. o....... ........ ......::.. .............. .:.. ...... ..... ...... .... .... ..... :...... ............ .... .......... ... :..... ...... ...... ...... ............ ....._ ..................... ............ ................ .. ...... ........ ......... ......... .... ... . ..... _ . _ ...... ..... ........ ..................... ..... .... _ _ .... ......:.... .............. .............:.....'. ... .. . ... .......:................; . ...................... ........... :....... :... ...... ..... .......:........ ..;... ....... .; ..:.......... ...............:. .... ..... ... ....... ... ...... ....... ....:.... ....... ... .... ........... .. _.. ... -.: ... .. .. .... ... .... .. .... ............. ........ ... :......... .................... . .... _..... ..... _. ..._ ........ ... .... ... ........... ....._ . ........... ..... .... .......... .... ......:................:......... .... ...... _.. ... . _.... .... ..... _ .......... ....... ..........: ...:.._. ......... PRODUCT 204.1(Single Sheets) 261(Padded) ®o Inc.. Omton, Nast. 01471. To Order PHONE TOLL FREE 1-ND-225-M �/ , �; ��,, rr^ �, T \� � d �'fi X'N��iIX� � r /,` ,G� ' N!►� EAGLE COUNTY FAX COVER SHEET EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT P.O. BOX 1795, EAGLE, CO 81631 Ph: 970-328-8755 Fax: 970-328-8788 TO: COMPANY: FAX #: 3 3 0 & — c' 711le FROM: NO. OF PAGES INCLUDING COVER SHEET: REGARDING: z� to W-q t�h f-l&a e r r� woks i a� P �. If you do not received all pages please call our office (970) 328-8755 EAGLE -COUNTY ENV. HEALTH P.O. BOX 179 EAGLE, CO 81631 PRODUCT 204-1 (Single Sheets) 205-1(Padded) ®e Inc., Groton, Ness. 01471. To Order PHONE TOLL FREE 1-M225-6W JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE jos 1395-94 Parcel#2465-113-00-010 0286 Hooks Lan.e Jennifer Carr 1863-99A Tax #2465-113-00-010 Lot #2, Frazier/Perrow CARR 0286 Hooks Lane, Basalt 7 16) 1l1f3 1 f1/"ATIAAI BILL TO DATE STARTE7. •CO • v- 6- Iq el • • ���w Ejjjj��� I' JOB COST SUMMARY TOTAL SELLING PRICE M,4 Nw- I TOTAL MATERIAL m �dm' �iNE TOTAL LABOR M■ OVA / INSURANCE ONMISC. i I ... � � LII,% !. ►. �.. � Div . . � !• _L�.� ! l � � `I MIlp IWA &i .1 I �, l FAT COSTS r -■ %. _I j / ® • •COST®■ GROSS PROFIT OVERHEAD COSTS LESS % OF SELLING PRICE I NET PROFIT JOB FOLDER Product 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GR TON, MA 01471 /— /� �, �.,{� Printed in U S 4 not TJr (ItL (l�vtd tj'�.�k l Mix f 4 136374jgq (�O rr Loy-2 Frctzier `N rrov" S/6fq� D f-fdv N63-cat A Cay-v- Lc7l Fr'Q2ter/P-erroL.) woks Ly, --Pass +- -- - OSTED SITE t .�� EAGLE .:COUNTY DEPARTMEN'T;OF ENUIRONFIENTAL" HEALTH c h` F OR FINAL, P 0._ Box�850 -� 550 Broadway PERINIT,�MOSTBEEagle:, Colorado 81631 INSP N BEFORE,COVERING AT INSTgLLATI AIVYrPORTION 0� INSTALL.ED SYSTEM y pp Z7S2_7�17 .nr "QaQ_�)�7 nv .0 7_Zi222 RG"DMTT Ian � ��` "**C-ONDI,TIONS • E:..GL: CO!r.�� C,-0 S1C�1 PEA"Cr I HE $ i C0 FE= C�L:',T;� FH APPLr r c !� �,:, �1'�1 cc'.'i r1E DISP�S;:L SYS; E�+ PE .:'.IT .C,\�iID'+ 10. i„'�:.:JJflL �. , NAME OF 01'1NER: Merle Frazier ADDRESS: P.O. Box 1931 - Aspen, Colorado R7ti72 PHONE: NAME OF APPLICANT (IF DIFFERENT FROM 0,•1:1En): ADDRESS: PHONE: DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): ADDRESS: PHONE: -PERSON RESPONSIBLE FOR INSTALLATION OF SYSTE;1": ADDRESS: ./ Z_:�3 e!!�? :f/�a3PHOPIE: FRNI T APPLICATION IS FOR: ( } 'New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County _Z;;'_Xk_ Lot Size City or Town, if within City or To,. -in Li ,, ' 1.s LEGAL DESCRIPTION: , /�Gr �S��;io l�/� /oy�r�i•���••r�1 .�,?'I��L%G�Es�DG TF ��A STREET ( RURAL) ADDRESS: IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? (/Y) Yes ( ) No BUILDING OR SERVICE TYPE: (Check applicable category) Residential - Single-family dwelling ( ) Residential - Triplex ( ) Residential - Duplex ( ) Residential Quadplex ( ) Commercial - State usage Persons % Bedrooms WASTE TYPES: (Check all applicable) ( ) Commercial or Institutional Dwelling ( ) Garbage Grinder Non -domestic wastes ( ) Transient Use ( ) Dishviasher ( ) Other ( j Automatic Washer SOURCE A 1D TYPE OF 14ATER SUPPLY: (�) Well ( ) Spring ( ) Creek or Stream - Give depth of all wells within 200 feet of the system: If supplied.,by community water, give name of supplier: .TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEIM, PROPOSED: :. Septic Tank ( ) Aeration Plant ( ) Chemical Toilet i NdUl1, f f'[V� '� j "+!!"�•.i?Lie,i� iUi 1:_l. � t;.t'.y 1_ 1111i;, J aLj ltJ� ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use ( ) Greywater ( ) Other WILL EFFLUEi1T BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ( ) Yes No Signature n i,,l Date %v2 IIIFORMiATION BELO!-1 TO BE FILLED OUT BY E-;VIRn;jrEdTAL HEALTH OFFICER GROUND CO:iDI1IO:;S: Percent (,round Slope: Depth to Bedrock (per 8' Profile Hole): Depth to noroun-1-Oater Table: SOIL PERCOLATION TEST RESULTS: Ninutes per inch in Hole No. 1 S Ninotes per inch in Hole No. 2 !?inutes per inch in Hole :lo. 3 FI:1t,L DIS-CS.•'L BY: (�Q Absorption Trench, Bed or Pit ( ) Evanotr:nspiration ( ) A o ve Ground Dispersal ( ) Sand Filter ( ) Un-orground Dispersal ( ) :,laste`aater Pond c C-- —�ERCOLATIOVTEST FEE: $50 AI L OWNER-:- LEGAL DESCRIPTION: RURAL ADDRESS: TYPE OF DWELLING: I.S.D.S. APP. #, t # OF BEDROOMS: DATE OF PERCOLATION TEST: Z 1 TYPE OF SOIL: TESL' HOLES PRESOAKED? Yes4<x- JAZ No WATER DEPTH l: ' i PERCOLATION RATE: fV L�,qc C'-CPke0 mos RECOMMENDED MINIMUM SEPTIC TANK SIZE: 6,0 10,-0.4xj 0-0 RECOMMENDED MINIMUM LEACH FIELD SIZE: A RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: :2 22 Site has been reviewed and test r percolation rate. Dat Envir menta eat icer t- 1 COMMENTS: t --re317 lAlr r � � • III � 7 C� Iil i .. � + - �'� �. t i t y/�'""'.-ew•'�','r ,• 1 "T"'', .. ' � f•'Tt� � .� • p t rt � „s C L�Mriµi►^+..�. ' . S ,. -CNN r/ / -., _ k l ''41 •1 {♦J y.,jw. `� � • L �.i. J:• i - o fi•'., y +, r i � * Jet, �!� r :,t 4• t `ern �t r 4� ;thy .. ` y '� tt `r rW • 1'� - 1 *•,. '" •' r4 .I. � \�'�• � , Y� a'; " ♦ i CZ`'' .41a '•S . . r .f i r t.' 1 r .F. .Y t - S y�. !ft •, ! br '1 r 'i1. _ t � <• ¢ t }� - �. -3l. ,r 1 c f.f` < '/S - ri t. f/ 1 /�.'` i' •,.}S}-1 per• , ,; ` 1,ir e s i f J,• � /y/y r y( �^ 1{i ..t� `'> 1 :.� .i'�•r`.71� -rr� Y..�j f. .�.x �Zr 1. 1-4 Aj iv Tr 40 14 .` 't i 9..; 4t }';. "�. 4 � t `� �! ' f f �+�,at � _ Cfrl S t>�:.y t'� / • t'K•."r� 1 • l' L 1 1 .t ,; S }.t ,, 'T^ - _ f 3 t' -}ref,• -.j t a7: r }, f- �".tf .3 i \' � � t • t'.S 1 J` rt � 't' fL. t•S'tif � i!• . i 7 'S r' (.•, `l-> y !' , S t.` r . .. c i ` .. .Y � - �a. ,�• •mot r • `•r � k 1. " ./, ., . '. (•" a .. -\ t' ��Z"�'q k� i % • �'.;�,',��. k�� t SC :'., r�,�M'�!, t�t•� ~ •*. rr^ , r ;1 / t�'� .. ( '�: ` , ��"f "M'-;�,_ r w..i � °• ,D/'-,S 1>, 4��I• r � S `,t jTr '��}! ,. a , r ' N ; �. R EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 November 14, 1985 Darrell Grosjean Basalt Realty P.O. Box 737 Basalt, CO 81621 RE: Loan Inspection of Individual Sewage Disposal System for property located at 0286 Hooks Lane, Lot 2, Frazier/ Perro Subdivision. Dear Mr. Grosjean: All water and sewage disposal system loan inspections are done under the authority of the Eagle County Building Regulations, Section 10, Sub -paragraph 3-A, adopted by the Eagle County Commissioners, September 20, 1982. An onsite inspection of the.sewage disposal system on November 13, 1985 revealed that the septic system appears to be functioning properly with no apparent problems. The individual sewage disposal system was inspected and approved by Brian Haas on October 14, 1982, Permit #574. Water is supplied by a private well.. This water supply was sampled on November 13, 1985 and sent to the Snowmass Lab. Results will be available from this office in approximately one week. SF/gp cc: First National Bank - Aspen Sincerely yours, Sid Fox Asst. Environmental Health Officer EAGLE COUNTY Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 { (303) 328 7311 October 23, 1987 � = - Ms. Jeanie Perrow 0246 Hooks Lane Basalt, Colorado 81621 RE: Sewage disposal inspection for property located at: 0246 Hooks Lane, Basalt Dear Ms. Perrow, All loan inspections are completed under the authority of the Eagle County Building Resolution, Section 3.09.03, A (7), adopted by the Eagle County Commissioners on October 8, 1985. On October 22, 1987, this department conducted.a site - inspection of the above referenced property. The inspection was requested by you for the purpose of evaluating the existing condition of the on -site wastewater disposal system. - A review of the County records indicates that the sewaoe disposal system was permitted under Permit Number 574, inspected and approved in accordance with County Individual Sewage Disposal Regulations. A visual inspection of the ground surface indicated that the sewage disposal system was apparently functioning satisfactorily at the time of inspection. If you have any further questions concerning this inspection, please call or write. Sincerely, Sid Fox Assistant Environmental Health Officer Department of Community Development - SF/cb xc: Files ----- } Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 - Eagle, Colorado 81631 LOAN INSPECTION LETTER DATE: /O/z 3/& -7 NAME: :J?,7/ fj1f-' �ic2utt! ADDRESS : Im X,-4 _ f�GiKs LRN CITY, STATE, ZIP L 0SALr;"C®`,''.r� el&2-/ RE: sewage disposal inspection for property located Dear r ^„ /" S (�2,?ZoW All loan inspections are completed under the authority of the Eagle County Building Resolution, Section 3.09.03, A (7), adopted by the Eagle County Commissioners on October 8, 1985. On (die) CMG% ,'. P-a- /5�� , this department conducted a site inspection of the above referenced property. The inspection was requested by you, the- for the purpose of evaluating the existing condition of the on -site wastewater disposal and water supply systems. A review of the County records indicates that: The sewage disposal system was permitted under Permit Number 5-71, inspected and approved in accordance with County Individual Sewage Disposal Regulations. A visual inspection of the ground surface indicated that the sewage disposal system was apparently functioning satisfactorily at the time of inspection. The a is no record o permit for the sewage disposal s stem at this loca on. A visual i pection of the g and surface in 'cated that the se age disposal sy em was apparently functioning satisfactorily at the me of inspectio This is a pre-e isting, non -co forming sewage di posal system, a upon failure or ed of repair, he system mus be improved to omply with current ounty standar EAGLE COUNTY memorandum To: Subject: INDIVIDIUAL SEWER DISPOSAL SYSTEM PFRMII Merle Frzier n From: File No.: I Date: Environmental Health Office 10-18-82 This is to inform you that your ISDS Permit #574 has been finalized and signed off by Brian Haas, October 14, 1982.. I am enclosinq a copy of this permit for your records. -- Lorraine Funke, Secretary Environmental Health -Office Eagle County /if Enc. N LOAN INSPECTION REQUEST FORM LOCATION: Q2�-a 1(� Hung ,�'j� cn no , PARCEL NO: PROPERTY OWNER: Q_� / 1 4 �Q ►^�`[ 7 LA / �f-'a� ! i" REQUESTOR: ��Q�fl r t d _gr1l n - 1 n7)x3g4 DATE RECEIVED: 11 M c RedifTrm 7H724 OUR NUMBER 4t389 DATE 1 Sold DNovember 14, 1985 To Darrell Grosjean CUSTOMER'S ORDER Basalt Realty P.O. Box 737 Basalt, CO 81621 SALESMAN TERMS Shipped To F. O. B. Address Via Loan Inspection of Individual Sewage Disposal System 25 00 for property located at 0286 Hooks Lane, Lot 2, Frazier Remit to: Eagle County Community Development P.O. Box 179 TOTAL AMOUNT DUE 2500 I? in ■ i fax transmittal memo 7671 Post -It'"" brand fax #oIpages ► To �P�1h (I P✓ l��t/lr From a Dept. Phone _ S� Fax # / dS--, a C,,;, Fax # 1 a _ f N �rC/NcrwH1 LierwM Recorded MN 365, her 976 a O Fy �,� SIT 4. If ry �Q ' -OT I VICINITY MAP SCALE 1' 'o 2 004 AC. • �� 71 are ,-. + 246 Rrafs tore '� ' Cr s�F � , o \ -- - .95,urvoo-F u"'29' : 4• f 150.00 -- • - 1, 5 v O 1 ! IM tr rl 00♦ _.._ - Gtwwwr as n Caw.Mrelrti LOT 2 2.004 AC. 02M M.M, f 7• C`i i V. e.n• �� Y SKI Arcaz �� � ��J jam. ? 1 � i •vl o k�f;� 3- t Pxsai-li" grand ls�c cransmirial marno 7b71 ae. _ er.n ife. t-a-✓r T �•'••• �: .�-,. i Par�eA! Loalated in Traact`SO. co. IPb...e. 0T rMasi a sib. im M.a Eom �dw i"%•mow.-�`�� - ``-r—_ t - 77``.r_�= � , 1 .... Lam• �'.`1 .,. dv .......... y: . - r .qT 1 -',ro vrcrwrrr rw► scw�c o' `ate '1E S- _.. _.. _ ss-.,o n. r .? - .._ .. -_ -.fir�lrf•_1+"�s �ir1�=rye•_•---�• ~� . i __-_ ..-_met-aa -_. !!w-. _.. ._ _:-S•'_ °'. ..,.. - �-� .7 1_ o Y 2 j� a.00• we - ��.r _ a, �hr �4 S `" •k, .t 4. r-*- TRANSMISSION REPORT THIS DOCUMENT WAS CONFIRMED (REDUCED SAMPLE ABOVE - SEE DETAILS BELOW) ** COUNT ** TOTAL PAGES SCANNED 4 TOTAL PAGES CONFIRMED : 4 *** SEND *** No. REMOTE STATION I START TIME_ DURATION #PAGES MODE I RESULTS 1 303 925 3736 11-23-93 5:45PM 3'56" 4/ 4 EC (COMPLETED 19600 TOTAL 0:03*56" 4 NOTE: No.: OPERATION NUMBER 48 : 4800BPS SELECTED EC ERROR CORRECT G2 : G2 COMMUNICATION PD : POLLED BY REMOTE SF : STORE & FORWARD RI : RELAY INITIATE RS RELAY STATION MB : SEND TO MAILBOX PG : POLLING A REMOTE MP : MULTI -POLLING RM : RECEIVE TO MEMORY J��V, C'm -7 (VV) EAGLE COUNTY memorandum To: Subject: Merle Frazier ISDS PERMIT #574 From: File No.: Date: Environmental Health Office August 17, 1982 Enclosed pleas find your Individual Sewage Disposal System Permit #574 for property located at Hook's Lane in Basalt. Your permit application #953 was approved by the Planning Department on August 12, 1982 (it had previously been denied). The information on the permit application indicates that the system will be owner/agent installed. Therefore, you are responsible for the installation of the system as your agent is not a licensed installer for Eagle County. The permit must be posted on the installation site. The installe must call our office for final inspection before covering any portion of the installed system. We can be reached at 328-7311, ext. 238 or by calling 927-3823 (toll free). If you have any questions concerning this permit, please call. -- Lorraine Funke, Secretary Environmental Health Office Eagle County w _ ROUTE FORM ti EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE Merle Frazier Name July 28, 1982 Date Routed 953 0246 Hooks Lane, Carbondale, 00. 81623 Application No. Location Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form to the Environmental Health Office. PLANNING: Complies with Subdivision Regulations: Zoning Regulations: Recommend Approval: YES 'NO REVIEWED BY DATE BUILDING: Complies with YES NO REVIEWED BY DATE: Building Permit Applied For: Building Permit Issued: (� Recommend Approval: COMMENTS: G!' , 2240 ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: YES NO REVIEWED BY DATE COMMENTS: I ENVIRONMENTAL HEALTH: Complies with - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: YES NO REVIEWED BY DATE K COMMENTS: Fig r, ". 574,E JOB 1VAIVIE Ken Bouldin - , US Forest Service rJO7BLOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED boo ZRG I VaTcd-H; 2-465-I6-CO-01D co R1 1 z PERMIT #574 OWNER:y"r��le—rr-az'^ I �,���iy1 (A-r 1993 LOCATION: 62s Hooks Lane -Basalt a �6 INSTALLER: Tom Wi 1 ker 0"� 00z/k1, SIZE OF TANK: 1,250 gallons DWELLING: Residential - 2 bedrooms x 300 sq.ft. PERC RATE: one inch/ 5 minutes (600 sq.ft.) Finalized: 10-14-82 By: Brian Haas 00- 0/0 JOB FOLDER Product 278 �p • /? A31 N0 1;7X, JW11 f 1• a3AI333H jy+ i / WIl r( f 1tl0 30VdS' SIH.L NI 911Y/H lON OU J J. , 'J O N :< LU wai- z—zo. cc W. 10 � N � 3 J.g�z p In 6 U 2 Q 1O^4 eS J i�i l y}_ J � z oT Y E z y o c c W F' H X .. �. � CO.i vt LM6 W N ...• J H F a o c� ,..7 11f w pp +P O W 3 W W- Z 7i >, o W O W U Z O Vi CC S J ui Z `W w L o t= IIIIAIIIIIIIIIAIIIIAIJL it IAII17 zit I V o IAIA414 r 7' IIAIIIAIII-41 I"" It AIf., 'owl' Wr7v 17 IIIfo Mt 'I ho AIlow IAIIIAot IIII91 711 ( I t, 17W Y.., 14 IIIL IAf A� IIAI;VT fy II -jet i4 /* Aoff .A O "It* wj� P, I-fo AIIAIIAIIIIAIAIIAIOe4'- II4-V pw 41 IEmbboalA.Moma"m . a* I- *vk AIAII-or II'AO At44 or IAAVO 61t IA7- 0?? IIrA, ri IIIA AIAIIIA00 AIIIr I't4 IAII0 > &11 7 A10, IIIIAIIL C, IAAIIT A", IIAIKi. IIIIIR r�v r�fo 44 HE TF. VED" IAte AP AO AS , I, + I00 EAGLE 'PA nbr% 5 C OUNTY� AII1) 6 #two c rl 1 rf W" IT," 41 IAA A 4�+. �11 oil mi 14011 OFFICE 970-471-0913 P.O. Box 1534 Eagle, CO 81631 altitudeseptic@gmail.com www.altitudeseptic.com 02/10/2025 286 Hooks Lane Basalt, CO Septic permit’s #574-82, #1395-94, #1863-99a Parcel ID # 2465-113-00-010 Altitude Septic LLC was hired to perform a septic inspection at the above address. The septic system contains a 1000-gallon, concrete, two compartment septic tank that has 12” of riser on the inlet and outlet. The inlet line does not have a tee, but the outlet does. The septic tank needs pumping. In one of the photos, you can see that there are roots coming into the tank where the top and the body of the tank meet. We ran the sewer camera through the outlet line to locate the leach field. At approximately 27 feet from the tank, we ran into standing water and then the camera went black from the sludge in the line. We tried to push farther but could not, we believed this to be the beginning of the leach field. The leach field area is in a pasture with lamas and there are no inspection ports that we could find. We took pictures of an area that appears to be greener than the rest of the pasture. The permit 1863-99A states that in 1999 another 18 infiltrators were installed in two trenches in serial distribution for a total of 29. The total square footage for the STA is 899. You may view the picture of the water in the outlet line here. I have included other pictures, the county records, and the NAWT inspection form with a site plan, in this email. If you have any questions, please feel free to contact us! Jason Daubs 970-471-1330 Owner/Operator Altitude Septic, LLC Please be aware of the following disclaimer: Altitude Septic accepts no responsibility for the proper operation of this septic system. The septic system is the property of the homeowner who is responsible for the maintenance and operation of the system. This inspection does not co nstitute a guarantee nor is any warranty expressed or implied that the system will function properly in the future. Altitude septic can only make observations based on the condition of the septic system at the time of inspection and will make no prediction on the future functionality of any part of the septic system. The normal life expectancy of a septic system is 25 years. 08:49:34 AM / 02-13-2025 �1' U o:oo 0:03 m= O a C,