HomeMy WebLinkAbout240 Casteel Ridge Rd - 210701401011 - 1460-95ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 g �% Telephone: 328-8755 �V YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1460 Please call for final inspection before covering any portion of installed system. C TAX PAR CO. RE FEET OF TRENCH B( er's design. EMENTS OF THE EAGLE NDED. ±UCTURES WHICH HAVE 'APPROVED BY THE ZOI I LEGAL ACTION AND RE I WHO CONSTRUCTS, At AGLE COUNTY INDIVI JARE FEET. s eJ s� GREES YES _ t YES _I NAL APPROVAL OF S' ived 2/1/96. (RE -INSPECTION IF RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # (Site Plan MUST be attached) ISDS Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. 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" c� PROPERTY OWNER:-SlVetJ eautj T�Z EVE O L.Le PHONE: -ow ) 15-/?-077& MAILING ADDRESS: �10_ 6 a 9C r S r/ «, o71 - � 4 6-6 APPLICANT/CONTACT PERSON-. df'o�l.�� /) /Ii ) MAILING ADDRESS: _P 0 /-10 ,k -7,-S VA,(, PHONE: (970) Z`7 O'77-0 LICENSED ISDS CONTRACTOR: ZgWnl SC-IPL67 COAIS -?r_� PHONE: � ) COMPANY/DBA: ADDRESS: G'.46C C3C� *************************************************************************** PERMIT APPLICATION IS FOR: �X New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # 6 87 �-/_(if known) Legal Description: Subdivision0D26iC[r-/e-,4 Filing: Z.Block: Lot No. 7- Tax Parcel Number: -L L-Q L ( Lot Size: _ Street Address: ('� Z� P 31--S l [CSC, 6Qt D c� . BUILDING TYPE: (Check applicable category) C>�, Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface Public Name of Supplier: *These syst r ire design b egistered Professional, Engineer SIGNATURE Date: TO BE COMPLETE BY THE COUNTY AMOUNT PAID: RECEIPT DATE: CHECK #: Lid! CASHIER: Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 12, 1995 Dear Applicant, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit 0066 `15into the 1996 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1995 and final inspections on December 2, 1995 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1996 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #/*&--yiFile SUMMIT SOILS P.O. BOX 1957 DILLON, CO 80435 (970) 468-1989 (970) 468-5891 FAX January 25, 1996 Community Development Department Eagle County Building PO Box 179 500 Broadway Eagle, CO 81631-0179 Dear Sirs: 'JAN 2 91996 `'?MM"UNITY OEVELOJPMEN T On May 19, 1995, we observed the septic system components for Lot 42, The Divide at Cordillera. Please find attached our site sketch and letter sent to Mr. Ron Brave. Based on our visit the system was installedproperly and according to the design requirements. Sincerely, le, eo V*ba r 'rag Walter O. Schultz, P. TEST PIT LOG , LOT 42 THE DIVIDE AT CORDILLERA EAGLE COUNTY, COLORADO 0 - 34" TOPSOIL AND VEGETATION 34" - 40" CALCAREOUS SILTSTONE, FRACTURED TO WEATHERED, HARD, SLIGHTLY MOIST, BROWN 'v W REFUSAL AT 40" WITH STANDARD 3ACKHOE NO FREE WATER ENCOUNTERED COMPOSITE SAMPLE FIGURE 2 RESULTS OF SOIL PERCOLATION TEST LOCATION OF PROPOSED SYSTEM: ; LOTq i! BLOCK: SUBDIVISION: -rHF� �'CoKD�Uccw _ DATE OF TEST: /Z9/9y PRE-SOAK FROM: /0:-oo 41ZYIVI TO 18.20 4/Z9/9y Time Date Time —Date HOLE #1 8•1 AVERAGE MPI TIME DIAMETER -7•e �� 5 %4#AA �_roa �tl DEPTH 37.� 5_mild TYPE SOIL tA"by 5it..► W/6rRAw) WATER DEPTH TO START 9 •,o �� HOLE #2 Q•3 AVERAGE MPI TIME DIAMETER -7• 0 S MIRd DEPTH 38• c�" Mau INCHES OF FALL INCHES OF FALL •s .4 SOIL s"DY :StLr (,J j WATER DEPTH TO START /•o HOLE #3 q•3 AVERAGE MPI INCHES TIME OF FALL DIAMETER 6.0�� 5"14 wz5 5mi14 • s DEPTH 3810 5 MiN . 5 TYPE OF SOIL SANDY Stc r w (RAU-e-L WATER -DEPTH _ TO START A'S SOIL PERCOLATION RATE `l• MPI 12-l" RATE 8 /0 /0 RAT E 8 /0 /0 — REMARKS: --_ — LOCATION OF C 45-r et, R op4c a n F- W d n p W F- Q ry O w lit m ro l V5 p W w p w m W (n W W p Q U O w Z �j Q F- O ¢ Lli m _ Q C) O Q Iw- = O ~O ~ LL. O Q N cn cn 3: w L,- m Z O O p w Of CCD Cr)_ w_ LLI % Q L LL. n W = - :2 Q m 0-N CO Q U V) W z cn W G p 7 U Ib N r- W J V) j 0 p F- ornov W f- In � cn x Z C) O w w Noo n Z W O =" J U V) U J W Q in 2 )- " V) (f) Z J J O < w O = m W J cn O Q p F- p V) W ry Z U Q p w m Q (n W F- -J Q Q (n G p O w j p Q p Q Z Of z J OU Q O PERC HOLE LOCATIONS LOT 42 THE DIVIDE AT CORDILLERA EAGLE COUNTY, CO N NO SCALE '�A o CASTEEL RIDGE SUMMIT SOILS P.O. BOX 1957 DILON, CO L42PERC SEPTIC SYSTEM CALCULATIONS LOT 42 THE DIVIDE AT CORDILLERA EAGLE COUNTY, CO 4 BEDROOMS, TANK SIZE = 1250 GAL. FLOW = 4 BDRM. X 2PER/ BDRM. X 75 G.P.D. 600 G.P.D. DESIGN FLOW Q = 600 G.P.D. X 1.5 = 900 G.P.D. FIELD AREA = Q/5 X \J T X 1.3 z A = 9 0 0 / 5 X 9.1 X 1.3 = 705.9 FT. 706 FT T. SYSTEM DESIGNED FOR TRICKLE FEED OR DOSING OPTIONAL 13 L42SS LEAC H R E LD LAYOUT NO SCALE 91 PLAN VIEW 8' X 8 9' = 712 FT? PLAN VIEW 1 4' X 51 ' = 714 FT? 1' PLAN VIEW 20' X 36' = 720 FT? L42SSLO •• r ENVIR . WATZRr . _ . • 3:S3I3 Ap�IICAT:r= . A D SAL i _ rl nmz prpjaT The fo3Zawing are re pe -r=i t being issues. to be tted pr3ar to a buf Z is • g Sr • w... _ of ApgZicaat ;ad an • Z . CDrii�iE3tiTT� . . • . ila / 4"�"5 Mtcj m Dame 'ThIS approval applies to the tbu T ��� appiic3nz mus= be awara that whe_*-e as szt ance cniy. The the .�aZ irtsg.ecn tie ss r ge��� is rel�uired, to a c=span c-� - SY�� musr be aril z=cn , tie ap=L j c=nz mus- �M ier=d gr=c r ca�a.�i sZte c:aracr�*-=sic=_ MaY ��="'� tie � a Tii2$ZS � _ �� P_�fe55lanat Emgz=Le-*'. r�S ��' de_zgned ty SUMMIT SOILS P. O. Box 1957 Dillon, CO 80435 FAXO(303) 468-5891 RON BRAVE JULY 20, 1994 SNOW COUNTRY DEVELOPMENT P.O. BOX 415 VAIL, CO 81658 SUBJECT.- SEPTIC SYSTEM DESIGN SITE: LOT 42, THE DIVIDE AT CORDILLERA EAGLE COUNTY, COLORADO Dear Ron: As requested, Summit Soils conducted percolation testing and septic system design for subject site. Enclosed are; the results of the testing, general layot plan and calculations. our visit o 1994, percolation tests indicated an average ion..rate 9.l MP The soils observed consisted of the following: 0 - 24" Topsoil and Vegetation 24" - 8' �. Sandy Silt with gravel pockets, very dense No water or evidence of water table was observed It is our opinion nolimiting actor exists which would prohibit the installatia for the system at this time q fyear. Three field sizes are presented, any of which are adequate. 1 A n� { Respectfully,, e `✓ Walter O. Schultz ° e 01-25-1996 12:08PH FROh SHOld 1.7.01-11,1TRY DEOELI-IPME1 IT Tf-i 463`891 1 -J. 0—D SUMMIT SOILS P. (). 80.Y 1957 DILLON, CO 80435 (970) 4681989 (970) 468-5891 FAX MAY24,1995 RON BRA VE SNOW COUNTRY DEVELOPMENT .P.O.BOX415 VAII, CO 81658 SIJBJ�Ecn SIEPTICISEST111,11 SITE.; LOT 42, THE DRIDE A T CORDILL ER4 EAGLE CO I INTY, ('01, ORA D 0 Dear Ron: Please find enclosed a plan vigns, of the septic system I obseiied on Ahall 19, 1995. the site visit the system is in compliance with Eagle Countp regulations. 'gincerel , .4. Cz., Walter 0, Schultz, PE. IA 0, )311NCd Qjj 01-25-1996 12.08PM FROl'i SHFIld C01-11NITRY r-IF)EL-OPHEI-IT TO 4685891 P.07. S E P T S T E Ki'll Pj -.,A jN\j ViFI.W THE DIVIDE AT ' LOT 42-, ! r__ - I CORDILLERA FAGI I-- Col L- t-L- \_� Q'NTY, Co S"('-STEM CONSISTS' 0 ' F TWENTY INIFT—TrATOR UN I T'S IN S E R: E S UNIT TRENCHES SEPARATED A MMMIUM UNITS SOLID ANO LEVEL TO TOLERANCE OF A 1 E N UNITS T E N UNI T Sn F'1.OW TWO ''HAMPER SEFMC P",10 SCALE 2 6'— 3 0' 1 WATER UNE '"IM-1 SOUS P.O6OX 19W C-4 Z X s .._... U�� j'' Z---, —:! 1460-95 Tax Parcel #.2107-014-01-011 Lot 42,g 2, CordillOW COUNTR 0240 Casteel,Ridge Rd.,EdwardpEVELOPMENT ,JOB NO. DATE STARTED DATE COMPILE DATE BILLED SJ'23 Nw— �E!�11111 ii 0 , mve 00, 0 •_ COST f /TOTAL SELLING PRICE �■ A %,Wflu al 5 'TOTAL MATERIAL' MEE12 05, 05 1 !E�N� _1_®®� ® TOTAL• COST MINGROSS PROFIT OVERHEAD COSTS LESS % OF SELLING, PRICE FIE' • ME JOB FOLDER Product 278 t NEW ENGLAND SUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER. d Printed in U.S.A. — — _ — — — -- _. — r_ —� — — — _ — — — — — — — — — _ — _ — — �_ -- � — — __-� _ - -- �— - r . � � _ — — — =- - --- — — T — — — — — ` — _ z _ � — —' � - . -- -- ,. _� _ _ r. � _ � _: _ � . _ _ 3 � -_ -- — -=, � - — — — — — — — — — :_ _ _ ..� �_ _ — —�x -_ — — — — — - -. — — — r _ — =— —-- - _ ,,__. _ � — ---_—_ �_-_ r - —�'._ - _ ,_ _ —;:� _ = — - — is ____ �' ___ _ _ _-—_ _ - -_ _ _ —