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Home My WebLink About650 Castle Peak Ranch Rd - 193922301006INDIVIDUAL 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. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1216 OWNER: --Christian L. Egidio PHONE: (305) 865-8162 MAILINGADDRESS: 5141 Pinetree Drive city: Miami Beach state: FL ZIP: 33140-2107 APPLICANT: Christian L. Egidio PHONE: (305) 865-8162 SYSTEM LOCATION: Lot 15, Highland Meadows TAX PARCEL NUMBER: 1939-223-01-006 At Castle Peak Ranch LICENSED INSTALLER: DESIGN ENGINEER OF SYSTEM: Inter -Mountain Engineering LTD INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: _ 1 20_ GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED aAl . SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install per Engineers revised drawings. (Revised May 17, 1993) ENVIRONMENTAL HEALTH APPROVAL: CONDITIONS: DATE: 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. INSTALLED ABSORPTION OR DISPERSAL AREA: INSTALLED SEPTIC TANK: /`i5 QO GALLON SEPTIC TANK ACCESS TO WITHIN B" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: SQUARE FEET. DEGREES FEET FROM YES —NO 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 APP ENVIRONMENTAL HEALTH APP 1PPLICANT / AGENT: 'ERMIT FEE PERCOLATION TEST FEE (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS OWNER: RECEIPT # CHECK # /iplete Applications Will NOT Be Accepted e Plan MUST be attached) ISDS Permit # I j - 91 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 gco, c� * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" �*****Yyty[�ICy[*YCYCy[**y[*1�*yC1tY[Ir�+rYc��t*Yryclr`ycIrYCYt�*YrYt�trYtlr�yc�r�ir��c*Yt�ct��ycYc��jY'r�*�c*�*�YycYc�4cYCYc Jt PROPERTY OWNER: �� 1 I.� . � I a �AI,F h i � MAILING ADDRESS: Sly/ PINE PEE ��S, )7,6/y�PHONE : — Ex1 �Dc APPLICANT/CONTACT PERSON: t � �j/�/ (.� PHONE UN NQwA� ofn+F � � LICENSED SYSTEMS CONTRACTOR: PHONE: COMPANY/DBA: ADDRESS: Yc***Yc*YCY[Ycyl**yCifYcycyc�k*�kYt�cYtYC**YCYC�c�[�********yCytYtYcYcYCYCYCx*Yt*ycytYc**x:****�cYc***Yc***�kyt�tYt* PERMIT APPLICATION IS FOR: (K NEW INSTALLATION ( ) ALTERATION LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYST M: Legal Description:fW Tax Parcel Number: Physical Address: BUILDING TYPE: (Check applicable (/"f- Residential/Single Family { ) Residential/Multi-Family* ( ) Commercial/Industrial* ) REPAIR Number of Bedrooms Type TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier- *These systems egtti.re design by Re 'stered Professional Engi eer SIGNATURE?D) Date: �C yc yC Yf*YC *`X*AMOUNT PA� � RECEIPT #: DATE: CHECK =. 0 CASHIER: TIME LOG: TRAVEL: PERC: FINAL: RECEIVED EAGLE COUNTY COMMUNITY DEVELOPMENT k:OMMLINITI" DEVELOPMENT DEPARTMENT (303) 32S 5730 EAGLE COUNTY, COLORADO 300 BROADAX M P.O. FOX 1 ?a EAGLE. COLOR ADO S 163 1 FAX (303) 328 -207 DATE: June 17, 1993 TO: Shaw's Excavating P.O. Box 1209 Gypsum, CO 81637 FROM: Eagle County, Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.:1216-93 Parcel #:1939-223-01-006 Property Located at: Lot 15, Rule Road, Highland Meadow at Castle Peak Estates Ranch Enclosed is your ISDS Permit No. 1216-93 valid for 120 days. 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 call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental Health is December 1. systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact us at 328-8755. cc: file COMMUNITY DEVELOPMENT DEPARTMENT (3031 32;.g 730 EAGLE COUNTY, COLORADO March 26, 1993 Inter -Mountain Engineering P.O. Box 978 Avon, CO 81620 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 163 I FAX (303) 325- 7207 RE: Lot 15, Highland Meadows Estates at Castle Peak Ranch Septic System design L.P. 7/17/92 - Revision M.M. 8/31/92 On 3/26/93, this division received ISDS site plans for the above property. There are a few items of concern that I would like to discuss regarding the proposed ISDS. 1. What was the percolation rate? How did you calculate your design flow? Soil conditions? These facts were not included in the plans I received. 2. The soil profile hole was not located in the vicinity of the proposed absorption area. According to the plans, it was located approx. 260 feet away, with approx. 20 ft. difference in elevation. The soil profile examination must take place in the vicinity of the absorption area. 3. Why is the proposed septic tank located approx. 80 ft. away from the house. It is recommend that the septic tank be kept closer to the home, so that the solids have less distance in which to travel. These items must be addressed and revised plans sent to this division, before an ISDS permit is issued. Please feel free to call me with any questions or comments. Sincerely, Tania M. Busch -Weak Environmental Health Specialist cc: Keith Montag, Community Development Director Ray Merry, Environmental Health Manager ISDS file # 1216 ,--OMMUNITY DEVELOPMENT DEPARTMENT (3031 3'S.S730 EAGLE COUNTY, COLORADO DATE: Dear I.S.D.S. Applicant: Your applicatio for a Individual, Se ( ISDS ) Permit for (� X has been received. - 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1 f 3 1 FAX (303) 3 2; • ; 207 Disposal System Issuance of your permit is on hold until the following materials or fee(s) are submitted. Payment of $150.00 Application Fee Payment of $200.00 Percolation Test Fee Site Plan Licensed System Contractor (See attached list) Engineer Design Other: If you have any questions please call, 328-8755. When calling or submitting information please reference your ISDS application #�_. Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631 C:WP51\DOCS\ISDS\COMPLT.LET BH1192 --- - P.O.BOX 978 NOTTINGHAM ROADer-Mountaan SUITE 1010910 VANCE(303)949-5072 Prol t No.: a?JJ`AVON.COLO.8182O Oete 1 ued: -1420 LAKEW003O3O232-0158 KEng ineering Ltd. • �/ /./RORKE WE ARE FORWARD TO TO YOU: Herewith ❑ Estimates prints r] Copy of Letter RE: S ❑ Under Separate Cover Via M AY% ❑ Proposals ❑ Reports EAGLE C0UNTY �• ❑ Specifications ❑ Su rvey COMMUNITY DEVELOPMENT ❑ Change Order ❑ NO. COPIES i DRAWING NO. ILAST DATED I DESCRIPTION i THESE ARE TRANSMITTED: ❑ For Your Use ❑ For Approval PLEASE NOTE: [] For Review and Comment rs Requested ❑ Approved as Submitted Inter -Mountain Engineering Ltd. PER / Avon Lakewood Eagle Building Department P.O. Box 179 Eagle, CO 81631 Dear Mr. Whellersburg, RECEIVED MAR 2 5 03 EAGLE COUNTY COIF ;<jdl1� 6 DEVELOPMENT Christian Egidio 5141 Pine Tree Drive Miami Beach, FL 33140-2107 Enclosed are two sets of plans with additional septic design and site plan sections. There are two booklets from Intermountain Engineering and the letter of approval from the Castle Peak Ranch design review committee. I have also enclosed two checks. One in the amount of two thousand forty dollars for the building permit application fee. The second for one hundred and fifty dollars for the septic permit application fee. Hopefully everything will be in order and will conform with Eagle Building departments requirements. If you have any questions, I can be reached in Utah at 801-572-4242. I will also be in Eagle Thursday April 1st, and will be available to discuss anything that may come up. I am looking forward to meeting you. We are currently striving for a May 25th commencement. Thank you Sincerely, Christian Egidio COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO March 26, 1993 Louiza Petrovska Inter -Mountain Engineering P.O. Box 978 Avon, CO 81620 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 RE: Lot 15, Highland Meadows Estates at Castle Peak Ranch Septic System design L.P. 7/17/92 - Revision M.M. 8/31/92 As per our earlier phone conversation, I am concerned about the soil conditions in the approximate location of the absorption area. In addition, I would like to see the tank situated closer to the house. This would prevent any plugging that may occur due to the distance. In addition, on page 4 of your ISDS report, you stated that the Eagle County Environmental Health Department would perform the final inspection. This is an incorrect statement. The RPE who designed the system must do the final inspection, and must submit an as -built and letter of inspection to this office. These items must be addressed and revised plans sent to this division, before an ISDS permit is issued. Please feel free to call me with any questions or comments. Sincerely, -...r. - 01 Tania M. Busch -Weak Environmental Health Specialist cc: Keith Montag, Community Development Director Ray Merry, Environmental Health Manager ISDS file # 1216 nIntey-Mountain Engineering Ltd. October 11, 1993 Mr. Bert Shaw Bert Shaw Excavating P.O. Box 1209 Gypsum, CO 81637 RE: Inspection of Septic System Installation Lot 15, Highland Meadow Estates at Castle Peak Ranch Eagle County, colorado Project No. 93694G Dear Bert; At your request on Friday, October 1, 1993, we visited the site on Lot 15, Highland Meadow Estates at Castle Peak Ranch, Eagle County, Colorado, for inspection of the septic system installation. The system was installed in general conformance with the revised drawing dated May 17, 1993, prepared for Mr. as Project No. 92358E. The building sewer from the house to the septic tank was not installed. A 1500 gallon;pre-cast concrete two compartment septic tank was installed, instead of the 1250 galloon recommended. The substitution is acceptable. The sewer line from the septic tank outlet to the leach field was installed accordin o the drawing with the exception of the clean - outs, which were of installed. The leachfield, consisting of Infiltrator Chambers was also installed according �� tthe drawing with the exception of the clean - out ports that were1--n t installed, and should e installed at the center of the last chamber in each trench. Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531 1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158 Mr. Bert Shaw Page Two October 11, 1993 The clean -outs and the clean -out ports should be visible after back -filling of the system. If you have any questions, please do not hesitate to call. Sincerely, LP:dlk 0 // iso) le 7)v✓94v--) Luiza Petrovska Project Engineer a �L! 57477 5 57 I N I tK-1'IUUN I H 1 N tNU. ,S eY HU1 HHR 02 ' S3 08: 35 post-V brand fax transmittal memo 7671 +►ai vseus FA N t A M. au sf! -V►Or-. From LU I a, Oo. I per, Phone # 1T FiX113z8 -72¢! FAX SEPTIC SYSTEM RECOMMENDATIONS FOR LOT 15, HIGHLAND MEADOWS ESTATES AT CASTLE PEAK RANCH EAGLE COUNTY, COLORADO (EGIDIO RESIDENCE) PRBPARED FOR: CHRISTIAN EGIDIO PROJECT NO. 92358E SEPTEMBER 1992 PERSONCALLED:te- DATE: TIME: % ��— ACTION: I 4 .JVaJJ1JJ JJJ a1 I I G1\ I IVVI`I 11111`1 ,] f r r'uc Hr'K Ud ' yJ Ud: jj F1 8C'OPE This report and the plan provide subsurface sewage disposal recommendations for the Egidio Residence to be built on Lot 15, Highland Meadows Estates at Castle Peak Ranch, Eagle County, Colorado. SITE INPESTI!P ION The building site for the proposed residence is located approximately at the center of a 15 acre parcel, just below the high point of a small knoll. The location of the leachfield is about 250 feet west and downhill .from the proposed building location. The topography of the building site and the leachfield area is moderate with slopes ranging from 20 to 27 degrees. The vegetation consisted of saga brash, scrub pine and wild grasses. There were a lot of rocks on the surface. Near tht:southwest corner of the proposed building envelope an 8.5 feet deep test hole was excavated. The soil profile exposer] consisted of one foot of topsoil, underlain by 3 feet of light brown gypsiflerous gravelly SILT with cobbles and boulders, underlain by 4.5 feet of brown, weathered claystone with powdered gypsum and cobbles and boulders to the maximum depth explored of 8.5 feet. There was no groundwater or solid bedrock encountered. ., .�r�•.»-r��.�.�� ifV I Cf[-1 1UU111 I Y11114 C11u. 1) ( ( h klJ 5 Ht N UZ ' J OU: Jb 2 Within the proposed leachfield location there were three percolation tests performed. The percolation test results were as follows: Perc Ho -e No. 11 Pere Hole No._._2 Perc Hole No. 3 10.1 mi.n/inch 8.2 min/inch 27.8 min/inch The average percolation rate is 15.4 minutes per inch. This rate is within the range of 5 to 30 minutes per inch percolation rate allowed for a subsurface disposal by an absorption trench or bed by the Eagle County Regulations for Individual Sewage Disposal Systems. DESIGN CRITEAlk The proposed residence will have four bedrooms with 5 bathrooms and one kitchen. 4 bdrms x 2 persons/bdrm x 75 gallons/person/day _ 600 gal/day maximum daily flow equals 150 percent of average daily sewage flow. 0 max = 600 gal/day x 150 percent Q max = 900 gal./clay SEPTIC '.L'PM Sized for 30 hours detention 901) gallons/clay x � day x 30 hrs = 11.25 gallons 24 hrs Use 1251) gallon septic tank q JCJJ7'i73JJ� IIV I MM_I'IUUIV 1 "11`I LINU. HhIK bZ ' Ij,3 UU: 6b 3 ABSQERTI_ON. AREA Due to the sloping ground of the site the SB2 Graveless Leachfield system was chosen. A Q IT - 900 -115.4 = 706.4 sf 5 5 Increase 20 percent for garbage grinder = 141.3 sf. Total at -sorption area required = 847.7 sf. For the SB2 Graveless Leachfield Tubing 1 T.Q.F. of 10 inch SB2 = 3 S.F. of gravel trench Need 283 linear feet of 10 inch SB2 SEPTIC SYSTF& RECDMMENpATioNS The recommended Subsurface Sewage Disposal System for the proposed residence on Lot 15, Highland Meadows Estates at castle Peak Ranch, Eagle County, Colorado should consist of: 1250 gallon septic tank - 283 linear feet of SB2 Graveless Leaohf ial.d Tubing Due to the distant location of a suitable area for the Leachfield, from the proposed residence location, the septic tank will be located approximately 70 feet west from the proposed residence location. The building sewer from the residence to the septic tank grill be a 4 inch diameter SDR 35 solid wall PVC pipe laid at a 1/4 inch per fort slope minimum and will have one clean - out ports near the building. The outlet pipe from the septic tank to the leachfield will also be a 4 inch diameter solid wall PVC and it will have clean -out part at distances not to exceed 100 feet. t 11,111 Cry,-1,1uP-Av 1 n t IV M-qu. J'('( Melt) H! N U;C� ' 93 08: 36 4 The lea ;hfield will consist. of 283 linear feet of SB2 Graveless Leachfield Tubing. The SS2 tubing shall be laid along the contours in 6 - 47.5 feet long trenches. The width of the trenches shall be 24 inches and the depth shall be 18 to 24 inches. The bottom of the trenches shall be leveled. All of the laterals Shall be connected to work as a serial loaded system. The connection caul be done with drop boxes and a multiple reducing tee. Follow the manufacturers recommendations for installation instruct_j oTis . An ,knspertion of the system should be made by a representative fe Eagle County Environmental Health Department, prior to il,ling. ------- t-ub WK 02 'Y-5 08:36 CO21CLUSICNS This re -port has been prepared for the exclusive use of Christian Eg;.dio for the specific application as stated in the Design Criteria. The calculations in this report are based in part on information furnished to us by others. The findings and recommendations of this report have been obtained in accordance with accepted professional engineering practices. There is no other warranty, either expressed or implied. Sincerely, INTER -MOUNTAIN ENGINEERING, LTD. c°,•ze2 Xftv Yin Luiza Petrovska Project Engineer Reviewed by: nel, P.E. DESIGN REVIEW COMMITTEE Highland Meadows Castle Peak Ranch February 28, 1993 EICEIVED Mr. Chris Egidio MAR 2 5 3 5141 Pine Tree Drive Miami Beach, Florida 33140-2107 EAGLE COUNTY Dear Mr. Egidio: CCA,1M;UNITY DEVELOPMENT Because of Nola Brock's emergency hospitalization in Grand Junction, I have been asked as the former Design Review Committee chairman, to write a letter of approval for your architectural and site plans. Three members of the Design Review Committee met to review your plans about four weeks ago. Your plans were enthusiastically received and approved. You may have already received in Florida the letter of approval by the current 1993 chairman, Vern Brock. In the meantime, I have been designed to write to you of our approval so that you may proceed with your building schedule. One concern or suggestion was expressed that you may wish to review with your archi- tect. The location of your leeching field is shown quite close to the property line of Lot 14. There is some concern about the proximity of this location. Out of courtesy to your neighbors, perhaps it could be discussed with your architect and located somewhat farther away from the property line. Thank you for complying with the guidelines. We look forward to having your construction begin this spring. Sivae-r-e3Jv; furs M. B. Parks Design Review Committee 1992 Chairman MBP/ddb Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO September 28, 1995 Mr. Christian Egidio 5141 Pinetree Drive Miami Beach, FL 33140-2107 Eagle County' Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Individual Sewage Disposal System located at Lot 15, Highland Meadows, at Castle Peak Ranch Dear Mr. Egidio; We have recently discovered that our office has not yet received a final inspection letter in regards to your septic system located at Castle Peak Ranch. We have contacted Inter -Mountain Engineering, but the information they sent to us was insufficient. We need to clarify the following: 1. If any clean outs were installed between the tank and the leach field at a minimum of 100 foot intervals. 2. If any inspection portals were installed in the trenches. Clean outs and inspection portals will have to be installed if they are not already in place. If the above mentioned items have been installed we will need to take pictures of them for our files, and for your system to be finialed. Thank you for your cooperation. If you have any questions please feel free to contact me at (970) 328-8755 or (970) 328-8758. Sincerely, Missie Trujillo Environmental Health Specialist cc: Ray Merry, Environmental Health Manager ISDS file #1216-93 Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO November 16, 1995 Mr. Christian Egidio 5141 Pinetree Drive Miami Beach, FL 33140-2107 Re: Individual Sewage Disposal System located at Lot 15, Highland Meadows, at Castle Peak Ranch. ISDS permit number 1216-93 Dear Mr. Egidio, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 On September 28, 1995 I sent a letter in regards to the septic system that was designed by Inter -Mountain Engineering and installed by Shaw Excavating in 1993. I requested information asking whether a clean -out was installed between the tank and the house, and that inspection portals were installed with -in the leach field as indicated on the approved engineer design. After reviewing the letter Inter -Mountain Engineering sent to our office on September 12, 1995, I found the information to be insufficient for final approval of your septic system. This letter states that clean -outs were not installed, that the inspection portals "should be installed", and that both "should be visible after back -filling of the system." Please notice that this was the same letter that was handed to the building official when you were issued your certificate of occupancy. On October 26, 1995, I visited the system location in order to take photos of the clean -out and inspection portals. Had I found both items present the permit would have received final approval. The site visit revealed a clean -out between the house and tank, but no inspection portals. with -in the leach field . The system was permitted with the portals in place and cannot receive final approval until they are installed, and our office receives photos and correspondence confirming the installation. By providing the above information we can grant final approval of your septic system. We apologize for the delay in addressing this issue. If you have any additional questions please feel free to contact the Eagle County Environmental Health office at (970) 328-8755. Thank you for your prompt attention to this matter. Sincerely, Missi rrnuiji Environmental Health Specialist cc: Raymond Merry, Environmental Health Division Director ISDS file #1216-93 1216-93-Parc*1 *1934 c2`3-01-006, Lot 15; Highland 1�eadows at Castle Peak Ranch, Egidiol, JOB NO. LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 7"�'3 ^� 9-0 I (mac t V� ��Q c� �. -�" 2 0 Li f1jidmi, JOB COST SUMMARY �_ I TOTAL SELLING PRICE _ - TOTAL MATERIAL 1ti TOTAL LABOR c INSURANCE SALES TAX s 11 -c 0 ( � � Ca MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 �® NEW ENGLAND BUSINESS SERVICE. INC„ GROTON, MASS. 01471 JOB FOLDER w Printed in U.S.A. c�� G� r ✓� /�/�� 1S �' i — Im oRi Ewa GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft NO TES: 1)' CONTOUR INTERVAL-2' Z0l' 'TO s,9bs�s. n 10 n .fin F 0 MIN COV SO SPECS 01 J CONST. I �' goo N S" MIN. SUB DRAIN O.D. 4" MIN. STANDARD PIPE BEDDING N.T.S. � �. 1 1 II� I I \ \ o BENCH MA K TOP OF WELL ELEV. = 50 00 (ASSUMED) ' I °1 It It 0000, PROPOS .HOUSE/ o �� / / / SUB - DRA i 10-4 .000, / / / / / / DE�P SST �'! T/ CLEA UT / / / / /•/ / JK / / / / /0 / / / / /Okq0 / �� / / / / \I / / / / GOD/ / / / / 48 / / / / / / ,� / / / / / / 1-1 /11 0// . / / / / / 1250 GAl_ L ON TWO COMPARTMG ENT , ,. / . / / / / / / / / SEPTIC TANK / / 11000, W / loll / / / loll, / /Q� / / / / / / I'll/ / / / / /r- / / / /'oe GENERA L NO TES 111✓✓✓"' / / / / / / / / / / / / / Due to the sloping ground of the site, the trenches should follow the � / / / / / / / / � contours of the ground in order to maintain a level trench bottom and / / / / / / LEANT / / e / / to ensure c minimum backfill of six (6) inches. / / / / 1. The 20—toot lengths of SR2 must be placed in the trench with the green stripe / / / / / / / up and joined with ADS split couplings. The in Guard should than be pulled / / / / / / / / / / over the joint to reduce soil infiltration 410• / / / / / / / / / / / / . 2. Either plain end p optional l ectli5n/cleaning ports can be used at the / / / / end of each line. `1� . tr.are'n, (Be c' coupllna (`.=. it av[IIcaDIa.) / / / / / / / / / / / / / .3 552 lines should be held !n place during backfilling to prevent movement of Vath.ne co:,ec,.. DaYkf i 11. / - / / / / / / / / hh� the pipe in the trench. `• S;no", e, sand, d- II." qr.oIveT , nand r �pedV1Sq in 6 Inch litIs. �y`•i'V�/ / / / / / / / 4. Back/ill with native Soil. _ j A In Iswer of ! ci I. Dolvecny lone or YIlCueen. \J / 3/4% 1=,wet-1%2"r.&shed rock, /0000'/ / / / / / / 5. All droinfie/d instollctions shall' be seeded as soon as possible to prevent soil erosion due to rainfall. PIPE BEDDING DETAILS / / / / / / / / / / 100e 000,/ / / / 4" SDRJ5 SOLID WALL P. V. C. / B' MIN 1 MIN loe GREEN S TRIPE S1 .000, / / / / REDUCING 7EE '• / I''a .. CONC COLLAR/ / / .. .. :: �60 / PERC TEST HOLE NO,� SB / SEE DETAIL 'A " P L A N I VIEW / / / / / ORA/NHOLES P OLA77ON 7EST HO TYPop / / / 47 s. SB GRA VELA` L EA CHFIELD CEIVED PERC LEST rr6cE NO. 2 / / / / / •- Tt)AL of 28J L.F.LF. IN DETAIL »A " CnNC COLLAR - / / / 6 TRENCHES 47.5 FEET LONG Conn ec tin g L a teal — Serial. Distribution MAR 2 5 IM PERC TEST HOLE NO. 1 EAGLE COUNTY wintm A CONC ENCASEM(NT / / / / I i 4 / / / / COMMUNITY DEVELOPMENT a "I-L 4"= / alI f E�' �' 450' / / / / DATE REVISIOSQUECGE NS • / SECTION AA SERVICE uME7 6' / 10" DIAMETER S82 " WING (TYP) 111001 ~�►r M/ A- NOTE- ENTIRE MATE ]ECTiON TO SE ELEVATION ENCASED. JOINT TO JOINT TO / JOINT; nnLt. / • STANDARD CLEAN, —OUT DETAIL r NO SCALE VICINI T Y MAP 1 "= 400' a ec" 1? PIPE MIN. MIN. GRAVEL UNDERDRAI N N.T.S. °EDDING DETAIL NOTES: I. Mininum cover to t• Dalow final street grade when a�alleDle. 2. Trench fo De braced or sheeted as necessary for the protectlen of otnar utilltles and to w,ee• 0 .4 A. safety repuire-ants. 3. Trench w-dtn shall not pe more. then 16 Inch as nor less when 12 inches .id* r -ran the outsija dieeetar of the plDe lard P. O, BOX 978 St!/7£ 1pl B 92 L W.P. aonFTr,.+u- a�Rojo 1420 vwcE srar'FT ADD TOP A ►t�,v GYRO. C7620 • • L 4*FWXI1Q, COL 0. 80215 8 J1 9 ADD SEP77C SYSTEM DESIGN M.M. L � 949-5072 JL (JOJ) 232-0158 DIE9YJ'VFD Br•` PITO.,ECT NO. L P SEPTIC SYSTEM DESIGN 9?358 E ATA W B f' DA 7F /S M L WP L 0 T 15, HIGHL AND MEADOW ES TA TES 7117192 avErxw OF A T CASTLE PEAK RANCH, c SHOWN mo Bom parr EAGLE COUNTY, COL ORADO .rT No. 2 79 /1 a I 1 OF 1 �: jl �G�/ L�� t-t N II 1 DRZV141A Y F BENCH MA K TOP OF LL \ I I I I I I I I ELEV. =500100 (ASSUMED) \ 0000 1 . Ropo 'loll /1000,Hou - - - Q TRENCH WIDTH / - O 0 / / / / it TRENCH WIDTH / 1 / / / / / / 1250 GALLON TWO CONPARTMENr GRAPHIC SCALE _ _Q / / sEPTIc TANK, sEE DETAIL A • MIN. CDyCR PER / / / / (BY FRONT RANGE PRECAST 20 0 10 20 40 B0� SPECS OR PER - - 0 / 8� CONCRETE OR EDU/VALE,�Vr / CONST. DRAWING. _ -- - - - - - 0 9 / t= _ =z - - / / / ,P - - - -- - - / (• IN FEET F z i 20 ft - z / 1 inch , f / s Q / / / / /P S" MIN. .'• •••.o.o 00 0. / /- / 71 _NO _ 4"MIN. SUB DRAIN O.D. o �e-o� _ / - - / / 6.. MAX. _ .'::•:•�t:�i r4" MIN. � 0 6�B�P� / 1) CONTOUR INTERVAL-2' PIPE / BELL 0.D. - STANDARD PIPE BEDDING SUB -DRAIN / (re- / / pch 4" D/A. SOLID PVC PIPE AT 114" / N.T.S. N.T.S. - PER FOOT FROM BUILDING TO / / / / / / / VICINITY MAP 1 `400' / SEPT/C TANK / NOTES 3 '11101 / / / / / / / / 1000, 1. Building sewer line to septic tank shall have a minimum slope of 1/4" O TRENCH WIDTH / / / / / / J per foot. Bends in building sewer shall be limited to 45 degrees. / CLEANOUT 2. Septic ,tank shall be installed level. Tank to have removable cover or- _ manholes extended to within 8 inches of finish grade for access to each / compartment, for cleaning and inspection. - Septic tank to meet all the / / / /__ requirements of Eagle County Individual Sewage Disposal Systems, Section -loll 1000, / / /JG / / / 3. Excavate and level 3' wide trenches. / / Q / / / 4. Prepare trench bottom and sides in accordance with the state and local 1O / regulations. (for the Infiltrator Systems raking sidewalk and bottom / infiltrative surfaces is recommended to eliminate smearing) 6 + I/2 PIPE- / / O�� / 5. Assemble and install the Infiltrator Chambers in the trenches according BELL / 10000, / to the manufacturers recommendations. 1" MIN. 7 �O•g� o0O / / / / \P / / 6. Backfill the side wall area with native soil for proper support. b o 000 6" MIN. / / / / / 7. Backfill the trenches with a minimum of 12 inch of compacted cover. GRAVEL UNDERDRAIN / CLEANOUT / B. Avoid vehicle traffic over the system during construction. f � / / / / N. T.S. / / / / / / 9. All installations shall meet the rules and regulations of Eagle County -; Health Department as set forth in the Individual Sewage Disposal System Bedding Detail Notes: / Regulations of that department. Construction of the system shall be 1. Minimum cover to be below final street grade when available. / / / / / / / / / / / / / inspected by the Engineer. 2. Trench to be braced or sheeted as necessary for protection Q� O• / / / / / / / / / / / of other utilities and to meet-O.S.H.A. safety requirements. / / 3. Trench width shall not be more than 16 inches nor less than / - / / 12 inches wider than the outside diameter of the pipe laid therein. (Bell of coupling O.D. if applicable.) 4. Machine compacted trench backfill. 'loll / 5. Squeegee, sand, or 3/4" gravel, hand tamped in 6 inch Iifts. / / / / / / / / 6. 2500 psl concrete. 7. Rock. / / / / ABSORPTION AREA / / A = ax X fT SUBSURFACE SOIL CONDITIONS 8. Large stones, broken concrete, etc. / / / / / / / Pit No. 2 / 9. Single layer of 6 mil. polythylene or Visqueen. / 5 10. 3/4", 1" or 1-1/2" washed rock. / / / / / / / / / / / / / A = 950 X 115.4 = 706.4 sq. ft. 1.51 to 4.5' Reddish -brown, sandy SILT / / / / with gravel and sparse flat - - - / G A_=-706.4-s - ft__ lus_204.-iacrpase-for garbage grinder -___ - -- rock fragments 8ED0/NG-DETAILS = - _ -- _ =- - i:= / / / / / / e� / / / / / _ q p 4.5'--to 6.0• Reddish` gravelly SAND with some / •Amax 847.7 sq. ft. g Y / angular cobbles � 6.0' to 7.0': GRAVEL / / / y1� / / , gravelly SAND with some ' / Infiltrator Chamber System recommended with 7.0' to 8.0' Reddish, cobbles / / an allowed 50% reduction / - / g , / / / No groundwater encountered during .'excavation - / 010, / / / 04000. / / / 0.5 Amax - 423.9 sq. ft. Surface Area of one Infiltrator Chamber - 18.75 sq. ft. / Need 23 chambers to be placed in 3 trenches with 8 chambers / SCREW SPLASH PLATE ON in 2 trenches and 7 chambers in one trench. 1-00 BOTTOM OF OPEN END / / / / DESIGN CRITERIA / / PLATE / / Average Percolation Rate - 15.4 min/inch .Y ••a / / / / I Number of Bathrooms = 5 12. PUT ONE SCREW THROUGH THE • = / / / / / / TOP OF THE INFILTRATOR CHAMBER / xumber of xitchena 1 i O � maximum DailTHE OUTLET P/PE y Flow Qmax - f -of bedrooms X 2 persons/bdrm X CONC COLLAR 75 gal/person/day X 150% ' PERC TEST HOLE /VO 3 Qmax - 900 gallons/day PLAN , az , ar:. ...:- •� \ _ i .►. . 460 SPLASH PLATE SEPTIC TANK c_ z PLAN VIEW / / / / / / / / / I V ax X 30 hrs. a] 4•.10• PJ,PCOLA77ON TEST HOLr, (TYP) / V / RECEIVED / 24 hrs. 900 X 30 1125 gallons MAY 2 4 M3 = 24 r,K �_-1 •�•• .6" / PT / / Use one 1,250 gallon two compartment septic tank tt' 4• cnNc COLLAR - } PVC TEST HtLE NO. 2 / / / / / TYPICAL INFILTRATOR CHAMBER, EAGLE COUNTY. / DEEP TEST PIT NO. 2 SEE DETAIL B _� ♦"M1N� / v COMMUNITY DEVELOPMENT 21• dear insert access / l SECTION �� A,•�•�::♦6 / / / J CONC ENCASE%11. iNENCH M�nTH A 1 CONC ENCASEMENT •: '; ••a _ _ _ CLEAT PORT PERC TEST HOLE NO. 1 - - �. (TYR) a / / / CHR/STiH,Y _`U/L�IO RESIDENCE . 4-•f '•^ •: .= •• � '.� -•';: �•.•!•,� !, _ OPEN END PLATE 4• A sS.y.{A DATE REVISIONS ss• ° Sr I : ;•.' ••� : • SCREW SPLASH PLATE / P. a Box 978 SU17E 101 s a u E E c E SECTION AA c ON BOTTOM OF OPEN / / /� ,/ . g 82 0077 AIETC" ROAD 1420 VANCE SMEET SERVICE uNE� Y.:.'. _ •:! / .: ;. �; - END PLATE / e e AWN, COLA B7610 _ LAKENt70D, caa 80215 s< �,. , . / /• (J03) 949-5072 - _ Z (JOJ) 2J2-0158 �•:, . • . lk - 8 31 9 ADD SEP77C SYSTEM DESIGN M.M. 1250 O / Gl • - - _ - - / / / 5//7/93 REV/SE THE SYSTEM RECOMMENDATIONS- DPir "OyED B)' PRO ECT NO. J l�twl Two Compartment ;;',.,rr�.�f, . :.:,;:'. ,•:' �y�,'f S�c(c cc 6 END PLATE / / A00 8 DEEP TES NOTES & DETAILS +� �� •,,� pE - / L P SEPTIC SYSTEM DESIGN 92358 E Septic Tank - ��'• if: ,('(; f!!%%ace .( J,'!7 �;f `'3.4-�l'sJ�/T= / / / / , DRAW BY' DAIS LSSIIED DETAIL A A NOTE- ENTIRE wTE SECTION TO BE �,, � L WE LOT 15, HIGHLAND MEADOW ESTATES 71 792 • � �-� / ELEVATION ENCASED, JOINT TO JOINT TO / / / CHECKED BY: SCALE - JOINT. STANDARD CLEAN -OUT DETAIL AT CASTLE PEAK R q0 / / DF RA, AS SHOWN I q RaD BOOK DI-W EAGLE COUNTY, COL ORADO s yEEr Na NO SCALE / 1 OF 1