HomeMy WebLinkAbout397 Lake Creek Rd - 210506405007 - 1048-91ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. Please call for final inspection before covering any portion of installed system. OWNER: Gerald G. Gallegos PHONE: 926-3646 MAILING ADDRESS: P.O. BOX G, Edwards, CO 81632 AGENT: PHONE: SYSTEM LOCATION: take Creek Rd, Edwards, CO 81632, Tax Parcel # 2105-064-05-001 LICENSED INSTALLER: W-Y CDn54r1JGIIDY) LICENSE NO. DESIGN ENGINEER OF SYSTEM- Alpine Engineering, Inc. BOX 97, Edwards, CO 81632 INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install subsurface drain,monitoring pipes and inspection portals as per engineer design. Irrigation ditch is to be lined adjacant to sewer grinder. ENVIRONMENTAL HEALTH OFFICER: DATE: 10 / 10 /9 1 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25.10-104, C.R.S. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. SECTION 1/1, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED' PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1'164 SQUAREFEET.Via 44 infiltrator units as per design. INSTALLED SEPTIC TANK: 1250 GALLONS DEGREES FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY X YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: Engineer final certification recPivPrll -9-97 ENVIRONMENTAL HEALTH OFFICER: DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANTIAG ENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: ISDS Permit # [ 07 Building Permit # q gy APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8730/927-3823(Basalt) PERMIT APPLICATION FE $150.00 , PERCOLATION TEST 'FEE *�**�**�****Yc�*�*******9c*��r•YcYr•Yc-Yc..ycalcYtYt,YCYr�CkYtyr��rkY �cleYYtYc�rYr�YYr� PROPERTY OWNER: MAILING ADDRESS: �. �� (�px -7 ��Q��o rc�S PHONE: � � APPLICANT/CONTACT PERSON: LICENSED SYSTEMS CONTRACTOR: ADDRESS: *******I PERMIT APPLICATION IS FOR: (t.4 LOCATION OF PROPOSED INDIVIDUA Legal Description:�c� Parcel Number; Physical Address: C.,,,, PHONE : - 1Z07:,, L NEW INSTALLATION ( ) ALTERATION SEWAGE DISPOSAL SYSTEM: BUILDING TYPE: - (Check applicable category) Residential / Single Family Number of Bedrooms 'A ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type HOT TUB Yes (✓) No WATER CONSERVATION PLAN: Yes ( ) No ( ) TYPE OF WATER SUPPLY: Well(.J% Spring ( ) Surface ( ) Public ( ) Name of Supplier: Give depth of all wells within 200 feet of system: *These systems require design by a Registered Professional Engineer size: REPAIR NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: AMOUNT PAID: / S�% RECEIPT# ✓ 8 tr DATE: L( 7 'Gl/ CHECK # CASHIER:. TIME LOG Travel Perc Final El APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT GALLEGOS RESIDENCE LOT A, RMN RANCH SUBDIVISION LAKE CREEK ROAD, EAGLE COUNTY, COLORADO REVISED: OCTOBER 1, 1991 P REP ARED BY: ALPINE ENGINEERING, INC. P.O. BOX 97 EDWARDS, CO 81632 (303) 926-3373 . GERALD GALLEGOS PARCEL A, RMN RANCH SUBDI`JISION, LAKE CREEK ROAD P.O. BOX G EDWARDS, CO 81632 PROPOSED USE: 4 BEDROOM HOUSE PROBABLE GARBAGE DISPOSAL, WASHER DESIGN CRITERIA: 4 BEDROOMS 2 PERSON/BEDROOM AVG FLOW = 75 GAL/DAY/PERSON DESIGN FLOW = 150% AVG DAILY FLOW ADD UP TO 20% FOR GARBAGE DISPOSAL TO ABSORPTION AREA ADD UP TO 35% FOR WASHER TO ABSORPTION AREA DESIGN FLOW = (4 BR)(2 PERSON/BR)(75 GAL/PER/BR)(150%) DESIGN FLOW = 900 GPD DESIGN FLOW = 900 GPD + 5% GARBAGE DISPOSAL = 45 GPD + 10% WASHER = 90 GPD ABSORPTION TRENCH DESIGN FLOWS = 1035 GPD SEPTIC TANK SIZE = 30/24(900 GPD) = 1125 GALLONS OR 1250 GALLONS,, TABLE 4, EAGLE COUNTY REGULATIONS ABSORPTION TRENCH AREA (PERC RATE OF 40 MPI PER EAGLE COUNTY) A=(Q/5)V = �1035/5) 40 -'j A = 1309 SF 40% REDUCTION FOR INFILTRATOR = 523 SF A req'd = 786 SF INFILTRATOR = 3' WIDE = 786/3 = 262 LINEAR FT REQ'D 4 TRENCHES 11 INFILTRATOR UNITS (68.75' LONG) REQ'D RMS, 14 INFILTRATOR(87.50' LONG) r_R0TTMn LTA T RR The bottom of infiltrator unit to be 4' minimum above seasonal high ground water level. The high ground water level appears to be resulting from flood irrigation. The irrigation ditch on the site, nearest the proposed absorption trench area, has a flowline elevation of 78., per topographic map prepared by Eagle Valley Surveying. The existing ground surface near the proposed absorption trench area is elevation 84 to 86. This means that the high groundwater elevation from irrigation is 86 - 68 = 6' to 8' below the existing ground level. Observation of the soil profile hole by Dick Dennison, the general contractor for the project, indicates that the highest groundwater level is 6.5' below existing ground, which is consistent with the flowline elevation of the irrigation ditch. . The infiltrator units require a minimum of l foot bury (to existing ground), and are 1.5' deep. Thus, the bottom of the infiltrator unit is 2.5' below ground, which is elevation 82. If the high groundwater elevation is 78, the bottom of the infiltrator must be elevation 82 (4'.above groundwater), which it is proposed to be. A subsurface drain is proposed to be located around the absorption trenches, to make sure that the high groundwater elevation cannot be higher than elevation 78. MINIMUM HORIZONTAL DISTANCES FROM ABSORPTION TRENCH 100' TO WELL 25' TO WATER LINE 20' TO BUILDING 10' TO PROPERTY LINE 50' TO IRRIGATION DITCHES A10' TO SEPTIC TANK Per Eagle County Regulations, the septic tank, dosing tanks, and effluent_. lines are to be located 50' from irrigation ditches. CIt is not clear whether the proposed sewage grinder and sewage pump would be classified as a ,septic tank or dosing tank./�. The unit is proposed to be a sealed unit (fiberglass), so that it should not leak. The unit has been purchased already, and has a maximum bury of 3', which makes it difficult to locate anywhere except next to the building, which is within 50' of an existing irrigation ditch. The irrigation ditch can be lined, if need ed�The sewage pump unit is also proposed to be located below the flowline of the irrigation ditch, so if somehow the unit did leak, effluent could not drain upwards to the irrigation ditch. The owner would like to obtain a variance for the pump location, if a variance is needed. 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Ols r/1NGEs Fgrim 4 tswe evoo -me wc*t � /oD Tp hiEcG � to tf�ei6�. AiTcti��'S. 25 I 'lO wfl r6Z 4.IAJE %d TD SEPT/c Trg NBC . • 20 ]rp /SC D G- /O %O PLO PEATY L ♦.vES PA-fece t_ A P-to �j 9!A ► r-rt svg o f v iS to) Pi466 4 PEA y/e Cowm. S ftie 5ep tic fa rr�� dos /',,l► fati��s , ����ek 1;4.es a k,.e 1/9 ca lee( 50 ` ` rntit i rr v i "at d %cU-4- . t f%J "Vf W&OIce- %e. t Pies czs a, sP- f +; e is � �V- fi �� �- � S p o-apo O,�Ye �ccect (.iAa 5 a marl t%4 w, o ca fe: w Lore. _.. ce.p-�' IAJ004 ate i�rigcy d%�c�r _ ctr,..c �e l�ucd� s' � hee�ec�. The pv o 4e la�few V14/f is 4`�0 �ro�o foGil .Q, l" CoW'i 1 t~,e �i .c.� 1 [r"rt�ev �x Ct i fCL C o t -(T jue wj- COO IU. L&O t t_ '' tt CrW [ -F Q Va,v i a, tn. c 4e_ [ S _ (t to c� ALPINE ENGINEERING, INC COMMUNITY DEVELOPMENT DEPARTMENT (303) 325-3730 EAGLE COUNTY, COLORADO September 17, 1993 First Western Mortgage Carol Lacroix P.O. Box 1237 Vail, CO 81658 Dear Carol, 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 31631 FAX (303) 325.7207 RE: Individual Sewage Disposal System (ISDS), and water well inspection for property located at: 0397 Lake Creek Road, Tax parcel #2105-064-05-001. All loan inspections are completed under the authority of the Eagle County Building Resolution, Section 3.09.03, B(6), adopted by the Eagle County Commissioners on October 8, 1985, amended June 23, 1992. On September 17, 1993, 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 ISDS and water well. The site visit conducted reveled no visible sign of ISDS failure. Obviously, this does not guarantee the continued satisfactory performance of the system. A review of Eagle County records indicates that permit application #1048 was never issued, nor was a final inspection performed. Therefor, it is unknown what the ISDS consists of for the above mentioned property. The water supply to this residence is from Lake Creek Meadows, a community water system. The community water system is inspected on a regular basis by the Colorado Department of Health and to the best of our knowledge complies with current drinking water standards. If you have any further questions concerning this inspection, please feel free to call me at 328-8755 or write. Sincerely, Tania Busch -Weak Environmental Health Specialist cc: ISDS #1048 ISDS PERMIT # 104 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. 1 OWNER: G8/��� %//e9s /,Z500 pare fPs % JAR LEGAL DESCRIPTION: MAILING ADDRESS : _?O, / TYPE OF DWELLING: �esi��/ /sF, NUMBER OF BEDROOMS ,T TEST HOLES PRE-SOAKED: YES \ NO. TTMR wamr J nrpTw TMrl=rC nV WATT- z7%Mr G2/1TT DDr1 E+TT C 1 2 3 1 2 3 1 2 3 1 2 Strew rw 0, 9" All"Vi 40 a/ OZ /si lIZ /74 - - — - - _- 11 *P-6 06 : 07 j I l 2 l7 g g i $ 40 14 21 3 12i /7Z 8 Z 40 10 'q0 31 17q i 20 10 20 4 :20 ;2/ -22 I% i3 174 13.3 -0' 5� :25 :z6 =z7 16, 13$ 17-g' 8 y ' _ -20 6 :3a :31 .32 41 133 17g -- _ $. �4 8- 7, . -.35 -36 =37 16g /4 i$. f $ 13 3 3 �5 :qL q7 b 0 I�Z- lg$ g g — q0 �o .sa yo Time to drop last inch 35-- 91:e- PERC RATE: 1/0 M P I MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: //�10 COMMENTS: PERC TEST DONE BY: d�52 2 DATE: Envirofimental Health Officer rev. 6/90ks R ago re 9 �rs wat�i^ �euPsiS /Ylciyor,ho� �y 7/rae� Irrl�,�,.�iaTN c� eG� C�,rrjr �s�y� �Pr✓• �y d,�c� ddGrslO�s will Le ca-�le ��i�� �h �eo✓v�/6 �161 - -Ilt�U .Tis11,11 Jaliq. , M7.,7e" /, "Ielr, 1�rigl�rll�v� OIIrG�i /s fa I✓Ie�GIO�/Crc �o ser.�Qge G)r.Y?A 1048-91 TxPrcl#2105-064-05-001 JOB NAME _ Lot A. RMN Ranch Subdivision Lake Creek Road IAC 1 nr-ATIl1N 14 t JOB 'NO. BILL TO DATE STARTED DATE COMPLETED DATE BILLED LAu zzf -�)�kpxv Wed � 246a—ed ll� -ko a'd Agtle- wlwz alle- wc T e- or— 7 Q -CIA4 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 / o NEW ENGLAND BUSINESS SERVICE, INC.. GROTON, MA 01471 JOB FOLDER w Printed in U.SA _ ----- 2" SCHEDULE 40 PVC FORCE MAIN • 0UAtU GUMMtN I b ANU NU I t5 Ktt- tK I U SEPTIC SYSTEM PLAN. - f.0. = CLEANOUT • A :: / i ' ' ` / -- _® 4' PERF. PVC SUBDRAW ' / 4' PVC SUBDRAIN INV. 7e �• . - _ - 4' PVC GRAVITY SEWER LIVE ENGINEERING............ INC. _ -. c.c. _ • C>_EallouT _ r _ . 85 - - -EDWARDS BUSINESS CENTER • P.O. BOX 97 LL _ INSPECTION INV. - 78 - - EDWARDS. COLORADO E1632 = PORTALS -- - • 303 926-3373 • FAX N26-3390 . • INV. - 83.5 f l I SEALED UNIT . SEWAGE GRINDER 8 PUMP � FF v 80t It IRRIG. D17CH (VERIFY) 77` / / � NV. 76 A\ o LOW POINT OF FORCE MAW 4" PVC ! 2% MIN PROVIDE POSITIVE GRADE UP 70 SEPTIC TANK THRUST BLOCK, (TYPJ 2" SCHEDULE 40 PVC PROFILE OF FORCE MAIN _ W / SEALED UNIT SEWAGE GRINDER AND PUMP N.T.S. t evapotranspiration from the field. We recommend using a seed mix such as a 'Foothills, Pasture, or Prairie- sixes available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to IS inches high. 'No automatic sprinkler system should be installed above the disposal field. Operation and maintenance plan , The owner must realise an onsito swage disposal system is considerably J different from public sewer services. The owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every 2 years afterward. There are also daily considerations, such as not putting plastic or other nonbiodogradable material down the swage disposal system. Also, rater use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per day if allowed to run. _-gxcessiva loading (such as from running toilets) will flood and irrevocably bars the system, and stress the onaite well. _ We also caution you against installation of a water softener. The high levels of salt from the backwash of a water softener is detrimental to all onaito sewage disposal systems and a separate drywall should be constructed' for the backwash waste if a water softener is installed. No landscaping or plastic can _ be installed over the disposal field which will reduce evapotranspiration frog = the field. f I I j F - F i _ F NCTES 1. SCREW TYPE VALVE BOX TOP AND COVER 2 SAND rvv I to I Ex�WG GRkM 3, 4" FV C. PIPE I. BONG BREAKER 4 MIL POLYETHYLENE PLASTIC 4 2- 22 1/2° ELBOWS 2. FOR 250 P.S.I. INTERNALPIPE PRESSURE,MULTIPLY AREAS BY 1.4 O r MIN. O V . 83.5 ni NOTED ON PLANS) 5 BACKFILL A COMFACT TO SPECIFICATIONS NOTES: f f ` e ' - PROVIDE 6' MIN. BETWEEN TRENCHWALLS _ 3. MINIMUM" BEARING SURFACE AREA -f SQ. FT. (FOR 150 PSI INTERNAL PIPET ( r ' r/,(�•vie�/ /����swi��w� �,rtary���w� 6. BELL- TYPE PLUG 7 ° SIZE OF PIPE B E N D S I TEE or DEADEN Ilse 22"f 45°t 900 1.0o 1.00 1.00 k I.50 4. UNDISTURBED EARTH 5. BEDDING MATERIAL 6- 3 00. PIPE •.00 me I �. ♦ • • TYP •• BENDS - PLAN ° `�� •:: 3 4 _ TEE - PLAN CONCRETE T N.T. E O` DEAD END- P-AN �.-o . 5 TYPICAL .CROSS SECTION HRUST BLOCK -MN RANCH Seeding LOT A" R We recommend that the disposal field be sanded after installation of the ' subsurface disposal systes. A goodnative grass cover 'will promotDETAILS L F 6' 3' 15' WYL. WITH 45 ELBOW (ALL BELL FITTINGS) : -PROVIDE S' MIN. CLEAR HOW. BETWEEN UVF�TRATOR UNIT 8. SEWER LINE, SEE PLAN FOR SIZE TREES AND SEWER PIPES AND "SEPTIC TANK LEV • 76 0 9. END 4" P.V.C. 3" FROM FINISH GRADE -PROVIDE INSPECTION PORTALS PER EAGLE' FINISH GRADE COUNTY REGULATIONS PROVIDE TWO 4" PERF. PVC HIGHEST GROUNDWATER MONITORING WELLS TO GROUNDWATER TABLE. OBSERVE ELEV. BSERVED • ELEV. 78, SUBSURFACE DRAIN — PROVIDE RISERS ON SEPTIC TANK � ` ALSO OF IRRIG. DITCH FINISH GRADE TO F { 2UBSUR' WIDE, 6G DEEP 3/4" (DUE WEST) , WASHED ROCK, WRAPPED IN - -COMPLY WITH ALL EAGLE CO.' REGULATIONS MIRAFI 140N, ! Iv. MITI. SLOPE '" "' REGARDING SEPTIC SYSTEM INSTALLATION ECT i O N A A o o - INSPECT DISTRIBUTION BOX ON A S ^ I':,� = ,` YEARLY BASIS TO VERIFY EOUAL SCALE: r 5' - ' "� ' FLUENT TO BUTION OFEFFLUENT DISTRIBUTION , l` O EACH I NOTE.. (` �6 ' IIU��l11 - INSTALL INFILTRATOR SYSTEM PER Q 83.5 (INV.PIPE)il� r MANUFACTURES RECOMMENDATIONS RANCOR UNITS EAGLE COtN�tTY HEALTH DEFT, 6_AND I REOLAREMENTS — ALL COMPACTION OF TRENCHES IS TO BE PER SOILS ENGINEERS RECOMMENDATIONS 83.5 NV. PIPE i 3O r — GRAVITY SEWER LIVE IS TO BE 4" INFILTRATOR UNITS r.To�.s SCHEDULE 40 PVC C — -DISTRIBUTION BOX MUST HAVE EOUAL INVERT Allu YI OUT ELEVATION ON ALL PIPES LEAVING BOX = O-PROVIDE 5' MIN. COVER ON FORCE MAN 4 - f - 1 _ -PROVIDE THRUST BLOCKS ON ALL tt . FORCE MAW BEDS FRAME 8 COVER _ PROVIDE RISERS PROPOSED GROUND = 87 yL TO FINISH GRADE. (� — _ EXST GROUND g' MIN. _ FLOW 1250 GALLON i - TO DISTRIBUTION BOX 8 SEPTIC TANK n REVISED 10-2-91 t ABSORPTION TRENCHES FROM SEWAGE PUMP INV. OUT a 84.2 i 2" PVC FORCE MAIN N4 1N i PROFILE OF SEPTIC TANK N.T.S.- t VIP