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HomeMy WebLinkAbout1445 Cordillera Wy - 210712104003INDIVIDUAL 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. 1.0 417 Please call for final inspection before covering any portion of installed system. OWNER: Stuart J. Green PHONE: 303-949-4526 MAILING ADDRESS:- P.O. BOX 2588, Avon,CO 81620 AGENT: PHONE: SYSTEM LOCATION: 1445 Cordillera Way, Lot 29, Cordillera Filing II LICENSED INSTALLER: LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 860 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: per engineer design, as-builts required Need inspection portal at of each line. Licensed installer required. ENVIRONMENTAL HEALTH OFFICER: ' DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25.10-104, 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 Ill, 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: D / SQUARE FEET. n INSTALLED SEPTIC TANK: GALLONS DEGREES IL ` a FEET Je-e- (. /) S-I&LILt, �U GUI J J SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS ANDASSEMBLY YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE, FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: eSiQry onA b'QQJ� r I ENVIRONMENTAL HEALTH OFFICER: l \ i F A=?�L� C1 ) DATE: - �� / L� ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT Ind APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: �j Pi 6L eO Cam' �� i'�'ItJ2��i/C�( � 0 /� �c�C����d ISDS Permit # ,/ o s Building Permit # 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 F $150.00 PERCOLATION TEST FEE $125.00 PROPERTY OWNER: S i L,1-4e77 MAILING ADDRESS: �? �; , �J� ,X VCi_jX_3 PHONE: 9 �''� APPLICANT/CONTACT PERSON: PHONE: LICENSED SYSTEMS CONTRACTOR:22Nj ADDRESS: PHONE: PERMIT APPLICATION IS FOR: N) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Z'_ elm- Parcel Number: 2 1 G"7- I ? _ ®L1- Lot size: Physical Address: S BUILDING TYPE: - - (Check (x) Residential / ( j-Residential--/ ( ) Commercial / HOT TUB WATER CONSERVATION PLAN: TYPE OF WATER SUPPLY: Give depth of all applicable category) single Family Number of Bedrooms Multi -Family* Number of Bedrooms Industrial* Type Yes ( ). No Yes ( ) No () well( ) spring ( ) Surface { ) Public X Name of Supplier: wells within 200 feet of system: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: l cd�4i r _� y� �� ,�� 1 DATE: —1 j 91,/J % AMOUNT PAID: �j`2�. O� RECEIPT# 15V 8 DATE: % l9 CHECK # 62A/C) CASHIER: TIME LOG Travel Perc Final i �E6" APR 19 1991 EARS COUNTY f �j�ly L3LV4;. [fijF COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO May 1, 1991 Stuart J. Green P.O. Box 2588 Avon, CO 81620 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1047 Enclosed is your ISDS Permit No. 1047. The enclosed copy of the permit must be posted at the installation site. You must call our office for final inspection before covering any portion of the installed system; the deadline for final inspections is December 1. If you have any questions, please feel free to contact us at the following numbers for your calling area: Basalt/El Jebel 927-3823 ext. 730; Eagle Valley 328-8730. Sincerely, k;�� /� �';k� Roger Hosea Asst. Environmental Health Officer Community Development cc: ISDS file encl. RH/alm COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO .Tune 29, 1992 Stuart J. Green P.O. Box 2588 Avon, CO 81620 RE: Final of ISDS Permit No. 1047 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328.7207 This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain -o_ your records. This permit does not indicate compliance wi-h any other Eagle County requirements. Also enclosed is a brocaure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact tle Eagle County Environmental Heaith Division at 328-8755. Sincerely. Bre:ida Henderson Office Assistant Environmental Health /bh ENCL: Information Brochure Final ISDS Permit �:c: Fi_es BP= 4853 Johnson, Kunkel & Associates, Inc. LAND SURVEYING • CIVIL ENGINEERING •MAPPING April 18, 1991 Mr. Stuart Green P.O. Box 2588 Avon, Colorado 81620 Re: Percolation Testing -Lot 29 Cordillera gay Dear Mr. Green: On April 16, 1991, we performed percolation testing for Lot 29 on Cordillera Way in the Cordillera Subdivision, Filing 2. Testing was conducted southeast of the proposed house location in an open area with average slopes of around 150. Following are the result of our tests: Hole No. 1 2 3 Average = Percolation Rate Minutes Per Inch 10.33 30.00 25.00 22.00 mvi Locations of the testing are shown on the enclosed septic design plan. Subsurface testing indicating a depth of 15 feet to bedrock was performed in February by Chen & Associates. A copy of the logs for these test holes is enclosed. Thank you for allowing us to serve you questions or need further information. Very truly yours, Rick D. Coldsnow, P.E. Engineering Supervisor Encl. Please call if you have any APR 19 1991 EAGIE COUNTY DEVELLCPP SENT xc: Bill Pierce Intratect Design P.O. Box 409 • 113 East 4th Street • Eagle, Colorado 81631 • Phone: (303) 328-6368 ®!E I"7RA7ECT Y� IIIIINIIIIIIIYIIIII I��111�11 fll A�111� - I�IIIilv�lll� s APB- 1 -'_31 TLEE Boring I Boring 2 ..,.,.,. Flev- = 8014_21 Elev, = 8045,8' Approximate PMPOSed Lower Floor Level - =78 8010 F6 27/ l;z 17 D -'112 37 M 2 50 9 Note: Explanation of symbols presented on Fig, 3, 70M2 BOO 79(10 7FIB(I (=ai}I:z— 16-51 TILE V : I E. I " 7 R A 7 a 0 7 organic sandy silt, soft, slightly moist, dark brown- lowto nonplastio, clayey sandy, stiff, 5-lightly moist. light 11"W11, or gypsafeVOUS. Clay (CL); low to medium plasticity to very stiff, slightly moist, brown. - -.!rflnus or gypsiferous. 1t• c.;n-tr1-d Ciaystone-Siltstone Shale; tow plasticity, medium hard, slightly Moist ddrk gray, gypsiferous. switstone Shale Bedrock; low to nonplastio, hard to very hard, slightly muE.L, rF im dark gray{ gypsiferous (Eagle Valley fvaporite). ,s.vply undisturbed drive sample; 2-inch l.D. California liner sampt�•. f2,1 r-rivr- sample blow count; indicates that 17 blows of a J44-pound hammer- 1.11 i ing t Inches were requ#red to drive the California sampler 12 inches. - j :I i_.) ;_-;-lofatory borings were drilled on February Q, 1991 with 4-inch diameLvl- . : riaous f l ight power auger. :_ :�.�►.:u��s of exploratory borings were measured approximately by taping i row 1:1: n:l envelope which was evident in the field. ?. Lvations of exploratory borings were measured by instrument level and re1(Y .!I.. ppnch Mark on Fig, 1, i=-' exploratory boring locations and elevations should be considered accurate " y (.n the degree implied by the method used. oprnximate bound3s between �esrbetween4wn on materialetypesoandory transitiorrsomay beryradiral - 4o� r •c water eras encountered in the borrngs at the time of drilling. rations in water level may occur with time. Laboratory Testing Results; kC = Dater Content W 200 sieve it = LlgUW Umft M I-, plasticity Index 00 RECEIVED ARR 19 T91 EAGLE COUNTY 7 A RR-1G—T+1 YUE 9=0D INYRATEiCT APPROXIMATE SCALE I" z 140` LOT B 6 ro g f BUILDING ENVELOPE' Y. LOT 2 9 SoRl I LOT 30 -.> . Ar t APPR0IMAlE "ING 2 PROPPED BUILDING LOCATI �y '�. 81110H MAW SURVEY PIN; �r ELF-Y, = 8017.46, AS PROVIDED.. D Fold at (>) to fit it 771 DU-C-VUE Envelope JOHNSON & KUNKEL P. 0. Box 409 EAGLE, CO 81631 Phone 328-6368 TO C.c..,"-a�C�l THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER C`C " WEATHER TEMP. at AM I ls7E'a� - ° a-t 'S' 30 PM PRESENT AT SITE � l\ e Q'w S DIF 4' � ri��cLr� i t� +p,Vc C) C) 4 i2c - � � � � ��C'� c: �� s L f eS" � F� V t-P � J �t �t �,c_� � �� J �•� � �' s _.. �1S? �1 J U N 2 4 1992 EAGLE COUNTY COMMUNITY DEVELOPIVENT --- LCNf Cn�w bt L1 f Z-1-E 0. -tC0 IF It, c ` t Lsa"-z 1 JA S-� _ -D" \�o\!ia i> 1'\s E_> �� \ ,era-C \\mac .� �rl Cf �irll o IP- sz T QLtk-::-\ �EDIFC -r , T-,,FVT-FTT n 1 1 1 I fl \ 1 ('11.. D i 1 I/ I t'l l I Johnson, Kunkel & Associates, Inc. P.O. Box 409 113 E. 4th Street EAGLE, COLORADO 81631 (303) 328-6368 TO A 4trL£ (av­xT'f "^I\4IQ-Q1A n'. rO.l. KF& z-K ILEETTIEQ VF DATE JOB NO. ATTENTION Esc o RE: > WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings VPrints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION O Co - l AS 6 .+." w i THESE ARE TRANSMITTED as checked below: ❑ For approval VFor your use > ❑ As requested REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US EAGLE COUNTY y COPY TO SIGNED: PRODUCT240 a Inc, Groton, Maas 01471. If enclosures are not as noted, kindly notify us at once. N vsE N C CL 4- SOLID-eYC -\,--1250 GAL SEPTIC TANK LNV. IN 8006.50 It iV OlL 8006.25 a 4" `SOLID PVC 4" PERF. PVC PIPE LAID LEVEL (TYPICAL) R FABRIC OR STRA INSPECTION PORT HOLES (4) n�F PERCOLATION TEST 1U47-91 Stuart J. Green Lot 29 r r JOB NA1V1 Cordillera Filing 2 J '` 2107-121-04-003 4op NO. l0 JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S.A. JOB FOLDER ♦ ,� / P p OSEO OG A I \ 4" SOLI R/C �\ �1250 GAL SEPTIC TANK IN 8006.50 IaV: 011T 8006.25 \ �S \ c 4" `SLOLID PVC I 4" PERF. PVC PIPE LAID LEVEL (TYPICAL) R FABRIC OR STRA .t........ o f m N NSPECTION PORT HOLES (4) LEGEND PERCOLATION TEST / et Bench ork #5 lion: 8 50' 1 N 'GC-ALC `= AQ � 1 1 � ABSORPTION BED C, Average Q = 600 ( + 8 X 1 = 611.2 t 22 MPI A=Q/5Xt5 A = 860 SF 860/3 = 287 FT a' / I I LOT 29 Ile, 040 . / Se ° � a ° OCN 9\ q / N 10A e et Bench ark 1505 re io ' C I I 40 SOUD-PY �1250 GAL SEPTIC TANK INV. IN 8006.50 E\8o06.25 \ - o \ 4 `LOUD PVC 20' min. OPENING ZEACH COMPARTMENT", 3 f — INLET TEE "� f \ \ % OUTLET TEE TRANSFER PIPE ___/ fLn .Cal �+ f I \ \\ \ ZQ \\ FIRST COMPARTMENT SECOND COMPARTMENT 4' PERF. PVC PIPE LAID LEVEL (TYPICAL) TYPICAL SEPTIC TANK DETAIL NOT TO SCALE III I I �— i=5 Ile � ABSORPTION BED CALCULATIONS: SEP11C TANK NOTES f1 1— (`'�' Average Q = 600 GPD (4 Bedroom) + 8 X 1.4 GPD = 11.2 GPD (Disposal) FILTER FABRIC OR STRAW 1> CAST IRON PIPE OR PIPE MEETING ASTM STANDARD 3034 PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE OF AT LEASE 5 FEET FROM THE INLET AND OUTLET ENDS. _ f _ 2. THE OPENING COVER OF A SEPTIC TANK MANHOLE, IN— SPECTION PORT OR ACCESS PORT SHALL BE NO DEEPER THAN 8' BELOW FINISH GRADE. r 1 3. SEPTIC TANK SHALL BE DESIGNED TO WITHSTAND H-20 AXLE LOADS, OR BARRIERS SHALL BE PROVIDED TO EXCLUDE VEHICLE TRAFFIC FROM THE TANK SITE. 4. THE SEPTIC TANK SHALL BE DESIGNED TO WITHSTAND 5 FEET OF SATURATED OVERBURDEN i I— INV. ELEV OF PIPE AT TOP OF GRAVEL BED f 4' SOLID PVC ... • : .. .. f z 4' PERF. PVC oD 0 3, � � 6, � 1/2' To 2-1/2- CLEAN, GRADED GRAVEL OR ROCK TYPICAL TRENCH SECTION NOT TO SCALE LEGEND O PERCOLATION TEST > EXISTING TREES NOTE: LOT SERVED BY PRIVATE WATER SYSTEM (NO WELLS WITHIN 200') = 611.2 X 1.5 Peak Factor = 916.8 GPD t 22 MPI A = Q/5 X t'5 A 860 SF 860/3 — 287 FT of Trench 4 X 72 = 288 FT of Trench Designed RECEIVED APR 19 1991 EAGLE COUNTY CO" lMU.',.ITY DEVELOPMENT GRAPHIC SCALE