Loading...
HomeMy WebLinkAboutVail Mtn Maint Bldg Top Chr 14 - 210121300008INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 BP-10130 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1633 Please call for final inspection before covering any portion of installed system. OWNER: USFS, Holy Cross Ranger Distr MAILING ADDRESS: P.O. BOX 190 APPLICANT: David Thorpe, Vail Associat SYSTEM LOCATION: Chair # 14 , Vail Mountain LICENSED INSTALLER: Vail Associates, Tn— DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK , in addition ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 187.5 SQI SPECIAL REQUIREMENTS: Install as per engi n for final inspection, ENVIRONMENTAL HEALTH APPROVAL: /17 v CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REOU TO AUTHORITY GRANTED IN 25- 10. 104. 1973. AS AP 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO E TO OR USE WITH ANY DWELLING OR STRUCTURE Ni REQUIREMENT OF THE PERMIT AND CAUSE FOR BC 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERS FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTO NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 10S 1000 gal on grease INSTALLED SEPTIC TANK: lOOO GALLON 2700 I SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE COMMENTS: Engineer certification rece ENVIRONMENTAL HEALTH APPROVAL: ENVIRONMENTAL HEALTH APPROVAL: RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # ISDS Permit # l (D 5 3 q Building Permit # 16130 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 $200.00 PROPERTY OWNER:_ United States Forest Service, Holy Cross Ranger District MAILING ADDRESS: P.O. Box 190, Minturn, CO 81645 PHONE: (970) 827-5715 APPLICANT/CONTACT PERSON: David Thorpe, Vail Associates, Inc. 479-3143 Linn Schorr, Alpine Engineering, Inc. 926-3373 PHONE: LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (X) NEW CONSTRUCTION O ALTERATION O REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lift Maintenance Building Latitude 39' 36' 00" Longitude 106°20'15" Parcel Number: ./ Q 1 ✓,213 _a 0 0 0 3 Lot size: Physical Address: BUILDING TYPE: (Check applicable category) () Residential/Single Family () Residential/Multi-Family* (X) Commercial/Industrial* Number of Bedrooms Number of Bedrooms Type Lift Maintenance Building max 7 employees TYPE OF WATER SUPPLY: Well () Spring ( ) Surface ( ) Public (X) Name of Supplier: Vail Valley Water District *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAY LE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: \ 1 AMOUNT PAID: RECEIPT # CHECK # DATE: CASHIER: Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO September 25, 1996 USFS, Holy Cross Ranger District P.O. Box 190 Minturn, CO 81645 RE: Final of ISDS Permit No. 1633-96 Parcel #2101-213-00-008. Property location: Chair # 14 Lift Maintenance Building, Vail Mt. Dear Sirs: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. 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 328-8755. Sincerely, JAJ'k�*� Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files David Thorpe, Vail Associates, Inc. Community Development Department (970)328-8730 Fax:(970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: August 12, 1996 TO: Al Colby, Vail Associates, Inc. s Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1633-95. Tax Parcel # 2101-213-00-008. Property Location: Chair #14 Lift Maintenance Building, Vail Mountain. Enclosed is your ISDS Permit No. 1633-96. It is 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. 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. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Alpine Engineering, Linn Schorr ISDS PERMIT: �033 "' �� DATE: L (o 010. 1 Y 1_lat"t•T 6g5f��2 vPTlot� ISDS FINAL ITNS,.. ., rr�rlvr;-� �1 ■:.or COMPLETENESS FORM ✓Tank is 3 gal. Tank Material: of _ 006 IC2ok-ge— ✓ Tank is located ft. ani � � ©. � degrees from l� 1/J LA V1 `r • o s�eU (permanent landmark) gypv v e'r Tank is located `� ft. and —2..4 �j degrees from (permanent landmark) Tank set level. ✓ Tank lids within 8 of finished grade. Size of field units D lineal ft. z echnology =r. —) " \moo, ,r s Cleanout is installed in between tank and house (+ 1/100 ft) V There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket, etc. V Tank has two compartments with the larger compartment closest to the house. G Measure distance and relative direction to field. 4 � Depth of field l • 'S ft. Soil interface raked. Inspection portals at the end of each trench. ✓ Proper distance to setbacks. 0 RED°` Stu �" QP �o � a •; rjsz�a ',ssd N A L Chambers properly installed per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Other: _Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable Water Lines House Property Line Lake Stream Dry Gulch Tank Drain Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 1* 10 Y-A,4-, A- c-- i ALPINE ENGINEERING INC Edwards Business Center\P.O. Box 97 Edwards, CO 81632 PH: (970) 926-3373 FAX: (970) 926-3390 LETTER OF TRANSMITTAL: To: Date: Job No: Job Title: Attn: -)�Ve, [14 We are sending the following items: attached under separate cover via.5� shop drawings reproductions originals5 specificiations copy of letter change order samples other COPIES DESCRIPTION DATE p iQ'-'X-zt^^ I ;� These are transmitted: for approval for review and comment Remarks: as re u or your record reviewed after loan to use for your use other Edwards Business Center - P.O. Box 97 • Edwards Colorado 81632'•'(970) 926-3373 Fax (970) 926-3390 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Lift Maintenance Building Vail Mountain near Two Elk Prepared for: Vail Associates, Inc. Mr. David Thorpe P.O. Box 7 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 (970) 926-3373 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION INTRODUCTION Vail Associates, Inc. is proposing to build a lift maintenance building on Vail Mountain near the Two Elk Restaurant and the top of Chair 14, located at approximately Latitude 39' 36' 00", Longitude 106' 20' 15". The site is not currently served by Upper Eagle Valley Consolidated Sanitation District; an Individual Sewage Disposal System is proposed. PROPOSED USE The proposed system will serve an employee restroom consisting of a toilet and handsink. This facility will not be available for public use. Facilities will serve a maximum of 7 seasonal employees. There is no water service to this location; treated tap water will be hauled to the site bi-monthly to fill a 1,000 gallon holding tank. The holding tank will be drained if it is not anticipated to be used for more than three weeks. QUANTITY OF SEWAGE (7 employees)(15 gallons/day/employee)(1.5 peaking factor) = 160 gallons per day Qv - SEPTIC TANK SIZE 160 gpd x 30 hrs/day = 200 gallons 24 hrs/day Round up to ,000 gal�3 capacity tank with baffle. SOILS INVESTIGATION On July 8, 1996, three percolation tests were performed at the proposed absorption trench location. Three pits were hand -dug to a depth of two to two -and -a -half feet, encountering a red sandy- le Neither groundwater nor evidence of a seasonal high water table was encountered in the holes. The average percolation rate wa 10 'nutes per inch (MPI). All three tests indicated sufficient percolation rates. In addition, a soil profile pit was dug by backhoe to a depth of 5.5 feet where practical refusal was met. Soils encountered were: 2.6 feet of a red sandy silt with grav_el.to cobble s1Zed_ roe,k--fragmentsrfollowed by fractured bedroc Neither groundwater nor indication of a -___._� seasonal high water table was encountered. Application for ISDS Permit 1 VAI Lift Maintenance Building SYSTEM DESIGN Due to shallow bedrock at the site, a mound system is proposed to provide a four foot separation between the floor of the infiltrators and bedrock. On -site soils will be used to build up the surface to four feet above bedrock. The existing native surface should be scarified to a depth of 3 inches. Fill will be added in 0.5 to 1.0 foot lifts and compacted to approximate natural soil compaction. The top 3 inches of fill shall be scarified prior to the addition of each subsequent lift. The final surface will be scarified to a depth of 3 inches following leveling and compaction. Infiltrator units will be placed level on this surface and on -site soils will be used to cover units to a depth of 1.0 to 1.5 feet. The surface of the mound will be seeded to provide grass cover. The percolation rate of the mound (fill) material will be assumed to be the long-term acceptance rate of the soil per the EPA Design Manual: Onsite Wastewater Treatment and Disposal Systems. The long-term acceptance rate for the soils found on site is 0.8 gallons per day per square foot. TRENCH DESIGN A = Q/5 (T)0.s A = (160 gpd/5) (10 mpi)o.s A 102 SF�- Check with loading rate: For the type of soils found on site, the EPA Design Manual: Onsite Wastewater Treatment and Disposal Systems recommends a maximum application rate of 0.8 gallons per square foot per day. 160 gpd 0.8 gal/ft' This area will be used for design purposes. DV�, With a 50% reduction for infiltrators = 100 SF Number of Infiltrator Units: —� 100 SF = 7 Infiltrator U- nit`s, 15 SF/Infiltrator Application for ISDS Permit 2 VAI Lift Maintenance Building Length of Trenches: 7 infiltrator units x 6.25 ft./infiltrator unit = one trench at 25 ft. long and one at 18.75 ft. 2 trenches APPLICABLE SETBACKS The proposed location of the absorption trenches is outside e all ancable setbacks -distances and outside of areas of snowcat traffic. Application for ISDS Permit 3 VAI Lift Maintenance Building R Q\� x O w cj) w ao w <�� Cw� zW° a w H� a d a o W m q c ZDO Om O� VA kwl� �llr x O , g�JJJJ-W;,,�/WIIIIIIIIIIIII1111z0 fD / f� • x \ Z wou- Cy III III W N�� 0 `1 llllllll IIII z mQ� eq •.r � II � W • z Z ALPINE ENGINEERING, INC. Lift Maintenance Building ISDS Percolation Test Results - 7/8/96 TIME HOLE #1 HOLE #2 HOLE #3 DEPTH (FT.) MPI DEPTH (FT.) MPI DEPTH (FT.) MPI 11:10 0.40 0.27 0.39 11:15 0.49 4.63 0.34 5.95 0.44 8.33 11:20 0.56 5.95 0.39 8.33 0.46 20.83 11:25 0.64 5.21 0.45 6.94 0.48 20.83 11:30 0.70 6.94 0.47 20.83 0.53 8.33 11:35 0.74 10.42 0.51 10.42 0.57 10.42 11:40 0.81 5.95 0.55 10.42 0.61 10.42 AVERAGE 6.52 10.48 1 13.19 O TABLE 7-2 RECOMMENDED RATES OF WASTEWATER APPLICATION FOR TRENCH AND BED BOTTOM AREAS (4)(11)(12) (a) SOIL TEXTURE£ >� PERCOLATION RATE ... APPLICATION RATE ( -- min/in gpd/ft (2) Gravel, coarse sand <1 Not Suitable (°) Coarse to medium sand 1-5 1.2 Fine sand, loamy sand 6 - 15 Sandy loam, loam 16 - 30 0.6 Loam, porous silt loam 31 - 60 0.45 Silty clay loam, clay loam (d) 61 - 120 0.2 (e) a. May be suitable estimates for sidewall infiltration rates. Rates based on septic tank effluent from a domestic waste source. A factor of safety may be desirable for wastes of significantly different character. c. Soils with percolation rates <1 min/in can be used if the soil is replaced with a suitably thick (>2 ft) layer of loamy sand or soil. d Soils without expandable clays. e. These soils may be easily damaged during construction. EPA Design Manual: Onsite Wastewater Treatments and Disposal Systems. U) w M Q W W F �J Q Z a 2 N C W 0 = za n F- FQ- W N W Z � Q � W zva io NU-a 0 V Z LU Z _Zaw m LL 0 OU W LU Z 0 J LL I J Z m W W L~L m Q � O W W W J L' J Z U Y a,N O O O O O O CO y IN r-. v« (() « O i CD 0 U,) 0Lo f0 x O s CDf 0... O x N x 0 10 N N N N N x U,)x 0 lm � cc 0 y '. Q. �t0 CD CD O O 0 0 O O x O O T � y :. OC O N O O O O O O « O O J a C •� . O Lo N U')O (0 f0 f0 f0 O (u':.O 3 0 N fl m s t0 to 3 V o fn Lo Lo fn to fn fn fn o f0 N N N N N N N N N S° a (n (D C .J m a O Lo N Lo N N O O O « O O a fa a aU) y to —_ a m _C J s O s O x O O O O O O s O s O v O n E f1) (U o a (o N y y E (U T d c O (p O .+ w N = ' to (n � T- = oCO c m °' a' O d c E m C O T o cn o 3 aci E d 0 U C coN- c O LL o - y Co fC C m O N f9 d f0 f0 y U)0 Gq fD d y LL a.' fp 0 c (a C 'C � a too fa o a Q y •u_ •O o m Y -. N a a 0) C y O C C) t0 wU.. Lo d Y fq C O` ft1 2 t0 a C > ..! OT y C m O -j N f1i T O C O L f00 G f0 N 'O a ID 3 fU N W > ~ U C a .N N C N 'O O C L 3 L C a y 0 fU f>0 N N C a 7 a C 7 0DU) L N <co za C S O U co C> r W>(oOJJ{Lao•a>U)ILLU C C O (0 C O T T L f6 y N CO O_ fp U C 6 l0 y C � f0 O U d (U y c C U 10 2 (U 0 m L ID y O N C � U C f O (D a .2 t0 d c O _ O a y U w N d O E a `o ni = N E N 0 L V N •? (O «. y O a)Q. w fU C . C L O` caw 3 y (u 1 O U N E O o c y c L y /0 T ff7 y IC N O t6 w O y y [0 y N C y i C 'O C •X OC d a 'O r c E E o o 16 r) .0N CDU d a - O fop C T m c y o' L C N f` a C C fU M a N O f4 n 0 �' = U O T mO y C C C6 •�a L O I 3 0 1 o rnL J y 0.2 0 w .O+ y U � p c ttf tU c r y La))O N 7 h c E O y O y L 1 ' Q E O (v - 0 o c U FL- y fU .O d O E 0 �c o a a o y C ZSU E 1633-96 '1'axvziv1-1--Lj-vv JOB NAME Chair 14, Vail Mt. USFS Lift Maintenance Building JOB NO. D IJ OB LOCATION BILL TO DATE S ARTED�J G DATE COMPLETED DATE BILLED l o W V SLR YJ i 7iY � 0 F dz,2, Oil, /4,5 ✓r I l ��YG�vtGz�Yto/✓1 r /t O—e �O� % /, 6 2-1 / `, - Al vl'v1b - 'Wz�jq -02,24JAA"k a� 1 61 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 ®@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER J Printed In U.S.A. .' -U-T f S`D ISD-S LAYO PROPU GROUND SURFACE OFF /. AI LIST MAINTENANCE BUILDING ELEVATIONS Eagle' Count CColorado x� y, - I FINAL GRADE: 195.75' INV: 194.35' "INFILTRATOR" - 3.0' WIDE X 1.25' HIGH`'~ ,- FINAL GRADE: 194.50' INV: 193.10' —,, 1.5' MAX. r 1' MIN. / INVERT" 6' MIN. ' - - FINISHED MOUND � INFILTRATOR BOTTOM _ SURFACE OVERFLOW PIPES ILL :. I i �- .ON�SITE F AT MIN. 1% GRADE COMPACT SOILS BETWEEN TRENCHES AND ALONG ALL SEWER LINES y`�l ��_a: i EFFLUENT PIPE FROM TANK - GRADE AT 2:1 -TO RETURN TO -' i - EXISTING GROUND SURFACEINFILTRATOR DETAIL _ NATIVE GROUND SURFACE { - - ---- --- .- -- - - - - _ — - — -- — -- - — _ - --- _ - E r_ NATIVE SANDY SILT MATERIAL k 4' IN. I _ - I rrI i T( - { t it BEDROCK— - f - - - f = 1 • � � � � � III � ;• � �� � � } J -_ ti =11 _ I MOUND DETAIL I{: - 3, NOTES 1. SCARIFY TOP 3' OF NATIVE SURFACE FILL SHALL BE ADDED IN O. ' TO 1-a LIFTS MO COMPACTED TO - APPROXIMATE NATIVE SOIL COMPACTION. THE TOP OF EACH ill 3 LIFT SHALL BE SCARIFIED PRIOR TO ADDING THE NEXT LIFT _ ,3 OR PLACEMENT OF INFILTRATORS y ` r � 1 i EFFLUENTLd �' �` '' • �` -,- I WATER LEVEL:' SEPTIC TANK - :'ABSO TION TRENCHE83 ' !j- INFILTRATORS _,. a PROPOSED MOUND GRADAG '' TAL 14 UNITS 000 RE —CAST s 0 'f, GAL. RE - CAS> CONCRETE SLOPES NO GREATER THAN � ;� �` SEDIMENT G EASE TRAP a 2:1, SEED FOE -LOWING GRADING r : ' #F ` INVERT IN E EV. 202.00' / f s ' = f INVERT `OU ELEV 201 75 E F IS - jr �sf 21 `{ _1 r3 - f - ` el f , HN 7 IJ, (V 1 jj }" ~- . EVEIs N RADIO TOWER . AND BUILDING : - J 5 - ,,: O S T G ADE OPTIONAL „ALPINE" TEE USED AS AN ND IN REDUCING NUISANCE 000Rs. QU1'LDIN G EXIT zfL00R DRAIN LINt i GENERAL NOTES' - _ INVERT ELE,1F: 202.25' } 1. CONTOUR INTERVAL - Z. t ; `} 2. CONTACT ALPINE ENGINEERING, INC. AT LEAST 48 HOURS PRIOR TO CONNECTION FOR INSTALLING ANY SEPTIC SYSTEM IMPROVEMENT. THE SEPTIC SYSTEM IS SERIAE DISTRIBUTION ` ALSO TO BE INSPECTED BY ALPINE ENGINEERING PRIOR TO BACKF0.L } CONTACT LINN SCHORR. 926-3373. 3. COMPACT ALL SEWER LINE TRENCHES TO 90% STANDARD PROCTOR DENSITY.'' j j5 _ OR PER SOILS ENGINEER'S RECOMMENDATIONS C OBSERVATION P RTS3- AP ROX. 90' X 4'-P SDRy _ 4. COMPACT TO 95% STANDARD PROCTOR DENSITY. BELOW DISTRIBUTION BOXES � � � ER LINE AT =' ETC., OR PER SOILS ENGINEER'S RECOMMENDATIONS.: PAIN TOP +' a Posy RFD �` /CONSTANT GRADE � - 5. PROVIDE RISERS ON SEPTIC TANKS TO FINISHED GRADE. 6. COMPLY WITH ALL EAGLE COUNTY ON 2_ REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATI. -°� GAL. C ONCRETE; SEPTIC NK 7. PROVIDE INSPECTION PORTALS PER EAGLE COUNTY REGULATIONS. 'r'Y Y ,r N0 1 ' I RT IN ELEV. 202.00' i - 8. PROVIDE MINIMUM 5' HORIZONTAL DISTANCE BETWEEN TREES AND SEWER�f i ' I%1\IERT OUT ELEV_ 201.75 i LINES AND SEPTIC TANKS. - LEAN OU T 9. MAINTAIN MINIMUM 2% GRADE ON SERVICE LINES CARRYING SOLIDS AND 3 FEET BAO&XL + COWAcr "' - - INVERT V 2, COVER EXCEPT AS REQUIRED NEAR INFILTRATORS _ >- - 10. SEWER LINE TO BE SCHEDULE 40 PVC UNDER DRIVEWAYS AND �IVALLS. I Ir Pvc I ( - 11. PLACE CLEAN-0UTS AT BENDS IN SEWER PIPES CARRYING SOLIDS. _ , �:• �� ! _ � � _ - 12. PROVIDE 6' MINIMUM BETWEEN TRENCHWALLS. COMPACTED 3/e SUNINED ROCK (()� /2' 00 13. INSTALL INFILTRATOR SYSTEM PER MANUFACTURERS RECOMMENDATIONS AND EAGLE COUNTY HEALTH DEPARTMENT REQUIREMENTS. =mil'" C ''r•. 7 - Eli REOINRED I 14. WE RECOMMEND THAT THE DISPOSAL FIELD BE SEEDED AFTER INSTALLATION OF THE SUBSURFACE DISPOSAL SYSTEM TO PROMOTE EVAPOTRANSPIRATION.`'' RECOMMENDED SEED MIXES INCLUDE 'FOOTHILLS PASTURE' OR 'PRAIRIE', WHICH Row _ #' ARE AVAILABLE LOCALLY AND GROW TO 10' TO 15' HIGH. NO AUTOMATIC SPRINKLER SHOULD BE INSTALLED ABOVE THE DISPOSAL FIELD. SYSTEM $I'1 LD `9 r ; .'s r"�- �r - • � � 15. DIRECT DRAINAGE AWAY FROM ABSORPTION TRENCHES .� � -� ; �_� � � 16. ALIGN TRENCHES WITH CONTOURS TO MAINTAIN COVER. � � g� .,£ MTR ,s• ELBOW - RTTDM) j 9 CONSULT CIVIL ENGINEER DURING INSTALLATION IF NECESSARY. ALL BELL ` 17. CONNECT TRENCHES FOR SERIAL DISTRIBUTION OF EFFLUENT. r 18. THE OWNER MUST REALIZE THAT AN ONSITE SEWAGE DISPOSAL SYSTEM IS SEWER CLEAN -OUT F DETAIL f CONSIDERABLY DIFFERENT FROM PUBLIC SEWER SERVICES. THE' _ = _- _ OWNER MUST BE AWARE OF AND ASSUME THE RESPONSIBILITY FOR CONTINUED MAINTENANCE OF THE SYSTEM. WE RECOMMEND PUMPING OF THE SEPTIC TANK AT THE END OF THE FIRST YEAR OF USE TO MONITOR SLUDGE ACCUMULATION AND AT A MINIMUM OF EVERY THREE YEARS AFTERWARD. THERE ARE ALSO DAILY CONSIDERATIONS, SUCH AS NOT PUTTING PLASTIC OR OTHER NONBIODEGRADABLE f MATERIAL DOWN THE SEWAGE DISPOSAL SYSTI=M. ALSO. WATER USE MUST BE CAREFULLY MONITORED SO TOILETS ARE NOT ALLOWED TO RUN WHEN SEALS MALFUNCTION. TO ILLUSTRATE THE POINT. IT A GRAPHIC SCALE 3 SHOULD BE NOTED THAT A RUNNING TOILET WILL CONSUME IN EXCESS OF 1,000 GALLONS PER DAY IF ALLOWED TO RUN. EXCESSIVE LOADING 10 20 40 80 f (SUCH AS FROM RUNNING TOILETS) WILL FLOOD AND IRREVOCABLY 20 0 I HARM THE SYSTEM, AND STRESS THE ONSITE WELL 19. PROVIDE MINIMUM 10' SEPARATION BETWEEN WATER AND SEWER _ - - iF } LINES, OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REGULATIONS ` - ( IN FEET) J, € 1 inch = 20 ft. _ f 3 o� 1 SiNA RU PARKIN LOT 7-� BUILDING EXIT SEWER LINE INVERT ELEV. 2 ; 15' 1-6 BOULDER WALL FUEL T k %1 - _ - J jr - / , PO ,��rr1aIRE� G - ,16 2Z753 AL �•' . . - f A LADED . 8/796 LRS ALPINE I ENGINEERING INC. r EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS, COLORADO 81632 • !970 926-3373 • FAX 926-3390 •