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HomeMy WebLinkAbout4133 Royal Elk Dr - 194131201001 (2)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. PERMIT NO. 2256-03 BUILDING PERMIT NO. 14772 OWNER: SCOTT AND LAURIE SCHOEN PHONE: 781-899-2595 MAILING ADDRESS: 191 KINGS GRANT RD., WESTON, MA 02493 APPLICANT: HAL COLVIN PHONE: 970-904-0004 SYSTEM LOCATION: 4133 ROYAL ELK DRIVE, EAGLE, CO., GUEST HOUSE TAX PARCELNO. 1941-312-01-001 LICENSED INSTALLER: LONG'S EXCAVATING, JERRY McARTHUR LICENSE NO.47-03 PHONE: 970-949-4682 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE 1000 GALLON SEPTIC TANK, 1125 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 36 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 11/11/02, WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. INSTALL THE TRENCHES NO DEEPER THAN 3 FEET TO MAINTAIN 4 FEET OF SUITABLE SOIL BETWEEN THE BOTTOM OF THE TRENCHES AND ANY IMPERMEABLE MATERIAL ENCOUNTERED AT 7 FEET (BOULDERS). RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS. AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK - FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: VICTOR CROCCO DATE: MARCH 19, 2003 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 DEPARTMENTAUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN 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 ADDITIONAL ABSORPTION OR DISPERSAL AREA: 837 SQUARE FEET NIA 27 INFILTRATOR UNITS. AS PER REVISIONS DATED 4/7/031 INSTALLED CONCRETE SEPTIC TANK: 2500 GALLONS IS LOCATED 90 DEGREES AND 53 FEET FROM THE 2ND CLEANOUT FROM THE TANK. INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED 90 DEGREES AND 5 FEET FROM THE FIRST TANK. COMMENTS: DESIGN REVISIONS WERE RECEIVED ON 4/8/03 FOR THE ADDITIONAL AREA TO BE CONNECTED TO THE EXISTING SYSTEM PERMIT- ED IN ISDS PERMIT #1920-99. THE TOTAL SQUARE FOOTAGE OF THE LEACH FIELD IS 4309 VIA 139 INFILTRATOR UNITS. THE FINAL INSPECTION WAS DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON 5/7/03. THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON 7/22/03. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE THE MAIN RESIDENCE AND THE GUEST HOUSE FOR A TOTAL OF 10 BEDROOMS. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. n ENVIRONMENTAL HEALTH APPROVAL In rites_ DATE: JULY 31, 2003 Inbomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit Building Permit # 712. APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL..REMITTANCE PAYABLE.TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: SCC-rr ArND L-AyP-IF- *r-440nt-f MAILING ADDRESS: (q( Kir1�5 GP_At4T, Rjb3 i4&srar44 NA O'Z_49?j PHONE:(781 82 2sgj APPLICANT/CONTACT PERSON: 4hL- CO " 1N PHONE 010 9014 -LICENSED SYSTEMS CONTRACTOR: PHONE: COMPANY/DBA : L��C1z5 ��� ^"104 ADDRESS: P.©, i3o jC 09 � GD 1620 *************************************************************************** PERMIT APPLICATION IS FOR: �() NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: PP�RCr--L 2E) eta/rD ��iZ fZnrNc� Gc�Nf� Tax Parcel Number: 1,9`f_/ -31 a0! 00 1 � Lot Size: 1C70 �L�S Physical Address: 4133 tzL7fAt- BUILDING TYPE: (Check applicable category) (`Y-) Residential/Single Family Number of Bedrooms. ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type G.>cSr+kWa *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) O0 Well ( ) Spring ( ) Surface ( ) Public Name of Su lie : APPLICANT SIGNATURE: Date: **************************** ********************************************* AMOUNT PAID: r RECEIPT DATE :'. lo CHECK # : %L g- 1K CASHIER: -/ DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com July 31, 2003 Scott and Laurie Schoen 191 Kings Grant Rd. Weston, MA 02493 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2256-03, Tax Parcel #1941-312-01-001. Property location: 4133 Royal Elk Drive, Guest House, Eagle, CO. Dear Mr. and Mrs. Schoen: This letter is to inform you that the above referenced ISDS Permit has been inspected and fmalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, i Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure, Final ISDS Permit cc: files, July 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO DATE: March 19, 2003 TO: Long's Excavating FROM: Eagle County Department of Environmental Health Raymond P. Merry, REHS Director RE: Individual Sewage Disposal System Permit #2256-03 Tax Parcel #1941-312-01-001, Parcel #25, Diamond Star Ranch, Eagle County, CO. Property Location: 4133 Royal Elk Drive, Eagle, CO., Schoen guest house. Enclosed is your ISDS Permit #2256-03, and a copy of the engineer's design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2256-03 LKP Engineering, Luiza Petrovska Chrono file March 2003 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 i 1 : Engineering, Inc. CIVIL/040 ECHNICAL July 22, 2003 Mr. Hitt Colvin Builders Studio 1627 Columbine Avenue Boulder, CO 80302 Dear Hal: ME: Inspection of Septic System Installation Parcel 25, Diamond Star Ranch 4133 Royal Ells Drive Eagle County, Colorado Project No. 02184 - ISDS Permit No. 2256-03 At ,your request and at the request of Cliff on April 30 and May 7, 2003, we visited the construction site on parcel 25, Diamond Star Ranch, 413 3 Royal Elk Drive, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system for the addition. The system for the addition was combined with the existing system for the main residence. They installed the system in overall compliance with the septic system design, Drawing No. 02184SD.DWG, last dated April 7, 2003, and as shown on the attached as -built sketch. They installed two tanks in series. They reused the old tank and moved it downhill, and added a new tank. The first tank was 2500-gallon, one compartment, and the second was a 1500-gallon, two -compartments, precast, concrete: septic tank. The septic tanks had `°T'° in each of the four, access openings. A cleanout was installed between the house and the septic tank. Twenty-seven, Standard Infiltrator Chambers were installed in two trenches, with 13 infiltrators in the first and 14 infiltrators in the second trench. The new trenches were at the downhill side of the existing leachfield, and were connected with serial distribution. In the first and last infiltrator of each trench, inspection pouts were installed.. The effluent lime was 4-inch Sop. 35 PVC. If you have any questions, please do not hesitate, to call. Sincerely, LKP Ens Luiza Petroyska, President Enclosure e7, F-2 4 m .Do cc: Mrs_ Laura Fawcett, Eagle County Environmental Health Department, fax: 328-0349 C:1wI1'10-L P142184nsiadd.wpd P.O. )3ox. 2837, Edwards, CO 81632, (970) 926-9089 Tel, (970) 926-9089 Fax TA 715)Vd ONI nNIN71�NMWI HAS F1RRPA7f;R) R I M :7 T PRM7177 f 1 P 1'1 in�i�ir■�■ , In * PARCEL Z6. DIAMOND STAR RANCH 0218 AS-�BUIL T 4133 ROYAL ELK DRIVE nvi: CIVIU EOTECHNICAT, .Sf ETG'M EAGLE COUNTY, COLORAD4 2236- Q3 BUILDERS Molo - SCHOEN RESM04CE DAf&03-07-03 TRANSFO R M ER UTILITY RUILOIND OUTLINE EXISTING GRAVEL DRIVE ELECTRIC OUTLET 7I7 pF�{ HYPP•ANT■ MAIN HOUSE a EXISTING POND >s Wdr MCANOUT 2500, ONE CaMPAl77WW r CONCR€'/E SEPTIC TANK 1S00-GALLON. �. . TWk}-COMPARMENT 4`WaME. SEP77C TANIf EA1577NO SEPTIC SYSI f r roc fro►e a"`�` `'`�` 1 a �- - 27' Y3 GONNECW 70 7HE END of THE 4aaS77NS LEAa*WLD Wd'7H 14 SERIAL 4vsTR1BU77aV, P.U. Banc 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax 7© AL)k�rl : NT nWTNggWTqWq Aan P.AQP.g7.P�a1 P 1 a :7T Pram }77 I1 a PERCOLATION TESTS AND SOIL PROFILE HOLE Percolation Tests and the soil profile review were completed by Alpine Engineering, Inc. on September 1, 1999 and the results are as follows: - Percolation Test Results DURATION HOLE No. 1 HOLE No. 2 HOLE No. 3 0 Minutes 0' 0' 0' 10 Minutes 0.15' 0.13' 0.11, 20 Minutes 0.24' 0.2 P 0.18' 30 Minutes 0.33' 0.26' 0.22' 40 Minutes 0.38' 0.3 P 0.26' 50 Minutes 0.44' 0.37' 0..29' 60 Minutes 0.49' 0.40' 0.32' Last 10 Minutes 17 min/in 28 min/in 28 min/in Last 30 Minutes 16 min/in 18 min/in 25 min/in Average Percolation Rate = 24.3 min/in — use 25.0 min/in - Soil Profile Hole Two Soil Profile Holes where investigated at the location of the proposed absorption trench. The upper hole revealed 4.5' of a clayey, silty, hard topsoil with large basalt rocks and many roots within -the top 3.5'. Below 4.5' deep there exists a clay layer. The lower hole displayed the same conditions for the top 4.5' as the upper hole; but the clayey, silty soil extended to approx. 7' deep. From 4.5' to 7' deep there appeared to be some possible mottling of the soil. At 7' deep the clay layer was encountered again (see diagram). Both pits where dry and no ground water was encountered. It is therefor proposed to cut the infiltrators 0.5' into the ground, and fill over the top of them in order to provide minimum 4' between the clayey layer or the mottled soil. The area of the absorption trenches is essentially at the top of a ridge, with very little surface area draining to it, so we questioned how much groundwater could be directed to the site, and whether it really could be mottling. It is possible that during snowmelt, runoff percolates into the ground and follows the bedrock or clay layer and is directed to this location. we therefor assumed it would be best to presume that it was in fact mottling, and raise the infiltrators to provide 4' to the "mottled" layer. .f� PERMIT # Jl -0) PERCOLATION TEST GLE CO TY E NVIRONME TAL ATLIEi .OWNER:_ THSYSICAL ADDRESS: Lr i 3 3 1' ,v4 ,I L t h tJ r f A 1,L Cd _ LEGAL DESCRIPTION: t zs b ..� �� �a 0- MAILING ADDRESS: A a !,r y 79 c O TYPE OF DWELLING:_NUMBER OF BEDROOMS: .•- TEST HOLES PRE-SOAKED: YES NO TIME WATER DEPTH INCHES OF FALL RATE SOIL PROFILE � n Yerp 13 e S 41a J mm TIME TO DROP LAST INCH: PERC RATE: MIl`IIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: �d ti t- P -to C le ©N �� r t c Ca n L a c-� 1J 1 co o7` f 0 - a; Is - v ENVIRONMENTAL HEALTH SPECIALIST DATE Ay v .M ZSDS pemit a-� b`�3 Tarp gfnil Tw�.etion T=k is gal. Tank Material 1-4) 0 0 d To I cQ ees f:es_, Tank is located _____ft. and t. and agrees fraR Tank is located �f n } Other ! � � Iaspsctio�a masts cow fors to installer's file if rseomeadatiaas for #.mpravessat . v~e seiggested._ - ACTION TAICM : C p .Q ,r p i e o N 5 f �� CD 4 1 5 5 o O q G l { cc.v r a v e s < Setbacks r n well 'Potable House Property Lake Dry Tank Drain Wat-Cr Line s line Stream_ Gulch Field 100 25 20 I0 50 25 10 10 �j/ � � 10 50 10 * 10 71D0 � 2a � �5 Yes �d� N�- Lz1-- aN tSpS i=rle ` MRf 2�03 P.O. Box 179 SHEET Ho: EAGLE, CO 81631 CAU ULATED f3Y V r o . r A DRIE L CHECKED BY (/ o c co DAIS WALE _.._...._..L.......... .......... d._ M. ...........F.---..__...__.. 3 i � 1 f f ..... _....... q - = JL..VILI ._:_......�---�_..._...}... s._..._..�._....._._-- - -- -- �--.—.'Fr._..:_—.__f-— 4— -—•i--F�--•---� t F F _ } —'—_ �• •f••-•- � = is E ,{�..,,,.. t.. - Y T-- _. ._—_-._ - - _ —.r_ - -- —f-_ 3nCv C �•. f11 I t : 0 +y� } y ,. .._.__._ _. ...: - - �1 gS [ 4 1 .. --------- ..i.._- _ f E PROOUCI M I JSIngN Sheen) Z&! Ad" e ti hc.. Ww• Mas 0111}. re Grow PHONE MLL FREE I &*77S-UN ISDS pem%it Vr�✓ Te*±� Final Insnaatiea it r 36 Tank is ,.fir' gal . Tank Material e`g 'Aj S Q�"Z' 5 Tank is located _.ft- and _degrees F ,�s Task is located __,ft. and _____,degrees Eras - set level. _Tank lids within Sw of finished grade. size of Id t t . :. b� units l_ �:S lineal f- fie� ' � i Technology z rn?3b �- 141 Ft 2lS� �� FaAQ G e,S cl,ealiout ie installed - In between tank and house(; l/iooft) _2 proper distance to setbacks_ Chamlaers properly installed as per mm;Lufacturer$ specifications. ((Chambers latched, end Plates properly installed, rocks Semaved from - trenches. etc.) � •` �` Ot Type of Pipa used for bundling sewer Line s R . 3 S - Teach fief_ other �L eS Iaspisctio�t meats _ Copy .fora to installer`s ftle< if ree000endatioas for improvement. were Suggested. AC'i'I014 TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch es yes Fed 100o 25 20 1 SO 25 10 10 T� 50 10 5 10 50 10 * l0 COUNTY-EW; REAUTH P.O. BOX 179 SHEET NQ OF ------------- EAGLE, CO 81631 MCUtATEO 131-LZ DATE -ate CHECKED BY DATE ------------ 2256-03 Tax #1941-312-01-001 ���= JOB NAM.KE......Parcel. 25, Diamond _Star.Ranch. -SCHOEN JOB NO. ILL 4133 Royal Elk Drive, GUEST HOUSE JOB LOCATION BILL TO DATE TAR TE rZ d DATE COMPLETED DATE BILLED ` w ® r dvc b � cc Q- Il1, a , N c u it c A e� N .., , .:.. JOB COST SUMMARY TOTAL SELLING PRICE L TOTAL MATERIAL t �.. t I &� . '` j@�� �' � . TOTAL LABOR ,g4 w cy v '*4oV aA-qaCA r eyuch cvAj,(A dk gg�4 INSURANCE SALES TAX 5 t d-7 MISC. COSTS Lko a. PU ­1 TOTAL JOB COST i- ` 5-I wC s e + �tl ti � } GROSS PROFIT - C4 V, LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOWM Product 2a JOB (OLDER Printed In U.S.A. � E S , '-,' .3 f, c (f, 2 -57 :::: Ll -3 t 14 ccti C, w C-- ell A,- c- 4 c, i o 7---( 4 S7, 0 r Q, 0- le A) 0+ a C, c— Ile— AA- Ll So e C e V\- -'r10 'a � �,-, O (:1S C1 C4 1, vafc f--- w 0A T t ca- -Vc4 /v 6AAj, -r,-,)c) —(A-j6s Se -A 14 So_ C)3 e C, %Of-) M ,A, 4o so o ee, Ito^, C-0- 7ctior-7 L1,040 T-o4 J,c,I" leC33C0v 5eco, ,.31j- 00Q0r(v'5j Soi r,5er5 X,SV411e�L �tv 0, 3'70 C--e4 Sewer k�, V11 e, � r 0,-t C".A. V,1-1 4,,� �,, C', S Q C CA^ F t,\j 19 5 o r, Y3 r o" j.�� �I� ��€ 1� o- 112 ���:� ���e,r� IJ (2 c e r- C4e-t eL 15' 7 . AGP� 63 Recycled Content 10% Post -Consumer / ,TE L❑CATION Y i 12" M,, 1870 BUILDING ¢UTLINE PER SITVPLAN EDGE ❑F 111 PER SITE PLAN TEST OF !STING MAIN OUSE 7NNEC D TO SEP77C TANK. 77NG SERIAL DISTRIBUTION N. T.S. EXISTING GRAVEL DRIVE WELL DRY II UPWIT • Lj 4 Li EXISTING PO u cRq ZZ d RI1 227' R D, 330'+/- ACTUAL J ST, CON SE C NKS � `ONE TWt?- OMPA .� MAKE A 4000 GAL. OtA SEP 1000 GAL.. FAKE rxNk BURJED 120 SOR35 I PERCOLATION TEST RESULTS a >- I J COPercolation Test by Alpine Engineering, Inc., T = 25 minutes per inch. SOIL PROFILE PROFILE HOLE 1 LU -� PROFILE HOLE ,�2 � I0 to 1 foot Topsoil 0 to 1 foot Topsoil 1 to 3 feet Reddish -brown, 1 to 7 feet Reddish -brown, 0 Z I sandy gravelly clay sandy gravelly clay v 3 to 5 feet Light brown, silty Refusal on boulders at 7 feet a a sand with large volcanic No ground water encountered v boulders and gypsum Refusal on boulders at 5 feet LU No ground water encountered 2m I � DESIGN CAI CULA WNS FOR A COMBINED SEPTIC SYSTEM Design percolation rote T = 25 minutes per inch o Number of bedrooms = 5 (Main House) + 3 (Guest House) = 8 Bedrooms �o I Number of Bunkroom = 2 (Main House)o Omox = [(8 bdrms x 2 persons/bdrm) + (2 bunkrooms x 3.5 persons/bankroom)J x 75 gallons/person/day x 1509 Omax = 2587.5 gpd o SEPTIC TANK 2 V = Omax/24hrs x 30 hrs V = 3234 gallons 4 The existing septic tanks (or tank) are located within the area of the proposed new barn. These tanks will be I pumped out and either removed and disposed off or backfilled and abandoned, according to the ECEHD 2 I Regulations. The required new septic tank will consist of two-200 gallon septic tanks in series. The first tank will be one compartment and the second will be two compartments. The second septic tank must be 4 inches lower than the firs tonk. ABSORPTION AREA -= - = = =_ _- - _= - A = Omax/5 x S T V Z A = 2588/5 Z 25 = 2588 s. f. Z O Based on Applicatio Rate.- _ _ A _ 2588 gpd/0.6 gpd/s f. - Q A 4314 s.f. - - - - - - o C C)LZ Standard Infiltrator Chamber System in a trench configuration with on allowed 50 ercent J v reduction in the absorption area is recommended. p W I Acorrected = 2157 s. f. --j 9 Surface area of one Infiltrator Chamber = 15.5 s. f. Q C) p W w One hundred thirty-nine, infiltrator chambers CL are required for the total septic system. The existing leachct field `+� �j consists of seven trenches with 16 in fil tra tors each for a total of 112 in fil tra tors. Additional 27 infiltrator rr `� N rMj W 2 Echambers are required. These chambers can be added at the bottom of the leachrield with serial distribution. The additional 27 infiltrators can be constructed in two trenches as shown on the plan. V M� ' I I nn 9� Q: Qa NOTES 1. Bends in the building sewer shall be limited to 45 degrees. v1 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 I inches of the finished grade, for inspection and cleaning. I J. Excavate three (3) feet wide trenches. The horizontal distance from sidewa// to sidewa/l between the 5' trenches shall be a minimum of six (6) feet. \ 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers SYS M -� I recommendations. (� 1 p) v co 6. Backfill the sidewall area with native on -site soil for proper support. N \ co \ \\ 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. � N -� C) PERC HOLE #1 \\ \\ 8. Avoid vehicle troffic over the system. ^ O o \ I 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, ~ v PERC HOLE # \ Chapter 4, Individual Sewage Disposal Systems. L. \.\ WW� ox 10. The Septic System Installation shall be inspected by the Eagle County Environmental Health Department E� ,~ 3 0 and by the Design Engineer prior to bockfi/ling. �p LLI 00 00 �`_�� I \• W �0 Q� 00 ° I RECEIVED o0 \ 1µ;. U x N "V ENVIRQNMFNTAL o 0 CLEANO T — — — HEALTH DEPARTMENT 13' Of 0 T N(REL CLEAN RI /BU 26' T ICAL) L D 7P/RU71 SEE DBi'AIL- ` ,/ o Y-\ V - N. T. S. INSP C77ON / Itsil 11 MM INf1L 7PATOR SEE IDETAIL TWO-2000 GALLON SEPTIC TANKS IN SERIES fft � 1 12' 12' I I I - ' I 20" diam. I I 20„ diom. 20 diom. 20" diom. I 100 1 5'10" i i 1 6'I6" I 5'10" i i ' " " 1 1 6 6 �ap0 RE8f�,7, 9, II • I I , I , I r r • ------------------------- J1---------- : 29626 --J L---------- ---i L-----------J `� W r- --------------------- - a1n ----- ---------------- HALF DRAWN BY L.P. BAFFLE-1 5'10" i 4'7" CHECKED BY L. P. i 1 i 5'8 1 '10' ► i i " PROJECT NO.: 02184 1 ' 75` 10 i-3 7"---� 4�7 SEE REVISIONS BOX L---------------------------------------� ' II , DA 7F• 11-11-2002 4 DRAWING NO.: 02184SD. DWG V �lI N07F.• THE ABOVE TANKS ARE PRODUCED BY COPLAND CONCRETE. SHEET 1 OF 1 BUILDING TLINE/ PER SI PLAN 7850 G,pgLf< � _ A 4 2 - RrVe 227 R D, 330 +/ ACTUAL - _ = 0 0 A TE CA ON OF ISTING 7 U UN FR M MAIN OUSE 83� EC D ONNEC D TO W. 0 0 SEPTIC TANK. 1000 GAL. A O /SBURIED TING O ONED D EN E L T \ (TYPICAL) SOR35 SEVC METE / M ONE WITH ]TWO-�OMPA MAKE A 4000 GAUD SEP SERIAL DISTRIBUTION N. T. S. E PERC HOLE #1 PERC HOE #2 \ \ e o � e 0 CLEANO T-\ 26' RUL D 7Rl SEE 1NFIL 7PA TOR SEE 10ETAIL - ' STANDARD INFILTRATOR N. T S. ` I PERCOLA TIOII TEST RESULTS a m Percolation Test by Alpine Engineering, Inc., T = 25 minutes per. inch. SOIL PROFILE PROFILE HOLE j PROFILE HOLE , 2 RECEIVED N I 0 to 1 foot Topsoil 0 to 1 foot Topsoil z 1 to 3 feet Reddish -brown, 1 to 7 feet Reddish -brown, U o I sandy gravelly clay sandy gravelly clays ZUU3 a 3 to 5 feet Light brown, silty Refusal on boulders at 7 feet sand with large volcanic No ground water encountered ENVIRONMENTAL � Q boulders and gypsum HEALTH DEPARTMENTz o Refusal on boulders at 5 feet No ground water encountered U I DESIGN CALCULA 77ONS FOR A COMBINED SEPTIC SYSTEM o � Design percolation rate T = 25 minutes per inch ^ Q Number .of bedrooms = 5 (Main House) + J (Guest House) = 8 Bedrooms I o i Number of Sunkroom = 2 (Main House Omox = [(8 bdrms x 2 persons/bdrmy + (2 bunkrooms x 3.5 persons/bonkroom)J x 75 gallons/person/day x 1509 i Omax = 2587.5 gpd � Z SEP77C TANK V = Omax/24hrs x 30 hrs V = 3234 gallons The existing septic tanks (or tank) are located within the area of the proposed new barn. These tanks will be i pumped out and either removed and disposed off or backfilled and abandoned, according to the ECEHD I Regulations. The required new septic tank will consist of two-200 gallon septic tanks in series. The first tank will be one compartment and the second will be two compartments. The second septic tank must be 4 inches lower than the firs tank. ABSORP77ON AREA A= Omox/5 x S T A = 258815 ;S 25 = 2588 s. f. I W Iwo A Based on Applicotio Rate. A A= 2588 gpd/0. 6 gpd/s. f. 0 O o A = 4314 s. f. Standard Infiltrator Chamber System in a trench configuration with on allowed 50 percent 0 LQ r^ reduction in the absorption area is recommended. I Acorrected = 2157 s. f. Q j IN Surface area of one Infiltrator Chamber = 15.5 s. f. 4 Q: W One hundred thirty-nine, infiltrator chambers are required for the total septic system. The existing leachfield L to W CA - consists of seven trenches with 16 infiltrators each for a total of 112 infiltrators. Additional 27 infiltrator N chambers are required. These chambers can by added at the bottom of the leachfield with serial distribution. The additional 27 infiltrators can be constructed in two trenches as shown on the plan. I � ck� No rEs• W 1. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. l ` 3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. • 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. OD N 0) 6. Backfill the sidewall area with native on -site soil for proper support. � N 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. °0 rn w O 1-1 8. Avoid vehicle traffic over the system. U o I 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, w Chapter 4, Individual Sewage Disposal Systems. U o 10. The Septic System Installation shall be inspected by the Eagle County Environmental Health Department and by the Design Engineer prior to bockfilling. W M� Y a 00 \ n ` 'n 00 o a, m O 1 N D T C�FIE CLEAN Rl /BUTli3 . T ICAL) TWO-2000 GALLON SEPTIC TANKS IN SERIES 12' 12' 1 I1 I 1 t1 It I t It 1 1 I I 1 t 1 t I I I I 1 I " 1 1 20" diam. 20 d1om. i 1 20 diam. i ; 20" diam. I1 1I I 1 II 1 r t 1 r . r t t 0 r t 5 10 1 1 I 6' 6 1 5,100 t t I 6 6 I I I I I I I 1 d ;PET%*- IL.•��'' 1 1 1 1 1 I I t = 29526 + g " spa L_ J L------ -----� L- ---- -----J L--- - -J'! ---- r- -----------------------U--- ----- -i I I ► t . ---------------------- ----- -1 1 HALF DRAWN BY L.P. BAFFLED j i i 1 11 5'8" i i i i CHECKED BY L.P. 11 5'10" i 47' 5'8" t I PROJECT NO.: 02184 1 I 1 1 '10" t 1 i 1 4'7" 1 T5" t 3`7"--{ , r SEE REVISIONS BOX L---------------------------------------� i ii i 10 DATE• 11-11-2002 II 1 L------------------------- J L----------- J. 4r DRAwiNG No.: 02184SD.DWG NOTE. THE ABOVE TANKS ARE PRODUCED BY COPLAND CONCRETE. SHEET 1 OF 1