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640 Big Dipper Rd - 194134101009
INDIVIDUAL 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. 937 Please call for final inspection before covering any portion of installed system. OWNER: Phillip K. Todd] PHONE: MAILING ADDRESS: P.O. Box 928, Edwards, CO 81632 AGENT: PHONE: SYSTEM LOCATION: 0640 Big Dipper Rd., Lot 31, Bellyache Ridge Subd. Filing II LICENSED INSTALLER: - LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: la GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. � SPECIAL REQUIREMENTS: �7„���,'s-alla"nu-rp�-�tvrr�'orn;'Urithe p-ared by p") eaag eer dRd-- approved --by Eagle Gounty. ENVIRONMENTAL HEALTH OFFICER: DATE: O 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: SQUARE FEET. INSTALLED SEPTIC TANK: JL1616 GALLONS 3.5 DEGREES 9 FEET C SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: + YES NO ANY ITEM CHECKED NOREQUIRESCORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MA/DIE. ARRANGE A RE -INSPECTION %WHEN /WORK IS COMPLETED. COMMENTS: i r4AtAo� I�"/ Sc/ /VG'% i195/seAV- ENVIRONMENTAL HEALTH OFFICER: a DATE: ��- /7 ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNT Number: 3333 P. 0. BOX 179 EAGLE, COLORADO 8163 / 949-5257 Vail PER'NIT APPLICATION. FEE $150.00 NAME OF OWNER: MAILING ADDRESS: 328-7311 Eagle NAME OF APPLICANT (If different from owner): ADDRESS: DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: l _ ✓7i% rti �, �o� y L �,� ®� PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES ( ) NO ADDRESS: .927-3823 PERCOLATION TEST PHONE: Basalt FEE $125.00 PHONE: ,9`/,%---1_0?,'2, PHONE: PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: 0,t41V C; ��, r Parcel Number: 3/ Lot Size: Legal Description: BUILDING OR SERVICE TYPE (Check applicable category): p� Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: 12 NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories): Commercial or Institutional (v,) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( oC) Garbage Disposal (6x) Dishwasher ( ) Automatic Washer ( pE) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (K) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES (o() NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system. If supplied by community water, name of supplier: 6Z gg �a o SIGNATURE: �� � % Vv DATE: ___ �Z INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 Minutes per inch in Hole #2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond { ) Other AMOUNT PAID: C� RECEIPT NUMBER �/ DATE: J CHECK NUMB _.._ NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY -TREASURER".' (Environmental Health Dept. - Rev. 4/88) ISDS Permit' 93% Building Permit # �///Z 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 FEE $150.00 PERCOLATION TEST FEE $125.00 PROPERTY OWNER U w�w��*��r�r�c�rv��c��r�rvc�r�c�c�r�c�r�cvcr���cr�c��crr�c�cr��c�r�rrvcw*�cvc*�c����**�����vcv�c�cvcvcvr���c�v --T s MAILING ADDRESS: ?0, 23,' 01.2g; �sr� �i�3z PHONE: APPLICANT/CONTACT PERSON:,PHONE: LICENSED SYSTEMS CONTRACTOR: akta lrs� ADDRESS: PHONE: PERMIT APPLICATION IS FOR; ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lol 31 aj//.�Qck R,�1je F/ram Parcel Number: Lot size: Physical Address: 06,�B�� Din R.101 51/dWV/1_1�. BUILDING TYPE (Check applicable category) �) Residential / Single Family Number of Bedrooms 3 ( )-Residential-/ Multi -Family* Number of Bedrooms ( j Commercial / Industrial* Type HOT TUB _ Yes ( ) No WATER CONSERVATION PLAN: Yes ( } No ( ) TYPE OF WATER SUPPLY: Well( j Spring ( ) Surface ( ) Public ( ) Name of Supplier:— .Give depth of all wells within 20dig—"� 0 feet of system: ti/4 *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 : ©`t Cle DATE: F&I/89 AMOUNT PAID: RECEIPT# �3 `�� DATE: S/,2%� CHECK # /93Z CASHIER: Tynrs TIME LOG Travel Perc Final I Inter Mountain o�nxeeringu& PERCOLATION TEST RESULTS DESIGN RECOMMENDATIONS FOR AN INDIVIDUAL SANITARY AND SEWAGE DISPOSAL SYSTEM LOT 31, BELLYACHE RIDGE SUBDIVISION FILING NO. 2 PREPARED FOR: PHIL TODD P.O. BOX 881 EDWARDS, CO 81631 PROJECT NO. V-8189G JUNE, 1989 Box No. 978 1420 Vance Street Avon, Colorado 81620 Lakewood, Colorado 80215 949-5072 Denver 893-1531 Phone: 232-0158 :t. SCOPR This report presents the results of percolation tests and provides design recommendations for an individual sanitary sewage disposal system for Lot_31 Bellyache Ridge Subdivision, Filing No. 2 in Eagle County, Colorado. SITE LOCATION AND DESCRIPTION The site is located in unincorporated Eagle County, at 0640 Big Dipper Road, near Wolcott, Colorado. The 1.82 acre lot is wooded and generally drains to the north. No topographical information is available but the slope appears to be approximately 20%. FIELD INVESTIGATION & SUBSURFACE CONDITIONS The field investigation was performed on September 9, 1988 as a part of a Soils and Foundation Investigation for this lot. Two test pits were dug with a conventional backhoe and summaries of those test pits are included as figures 1 & 2. Subsurface conditions are fairly uniform with organic silts to a depth of 9 inches, underlain by silts with cobbles to a depth of approximately six feet which is underlain by fractured bedrock. Clay lenses were encountered at depth below 3 feet. Percolation tests were performed on three test holes which �"� were dug, located, and presoaked by the client. These holes were located approximately fifteen feet east and thirty five feet north of proposed building on an east -west line approximately 15 feet apart. The holes were excavated to a depth of approximately 30 inches. dG,je PERCOLATION TEST RESULTS Percolation test were performed in accordance with the procedures outlined in the Eagle County Individual Sewage Disposal System Regulations. Results of our test are as follows: Test Hole Minutest 1" Drop 1 123 2 112 3 140 Average time.for a 1" drop 125 minutes_ DISCUSSION Eagle County requirements for Individual Sewage Disposal Systems prohibit the use of conventional soils absorption systems when bedrock occurs within four feet of the bottom of the bed. Typical installations are 30 to 36 inches deep which would violate these regulations. The percolation rate of 125 minutes per inch also exceeds the recommend maximum for absorption fields. Several alternative systems were considered for the disposal of the effluent. They included an elevated mound system, an evapotranspiration bed, a shallow absorption bed, and a bell- patt system. Preliminary consideration was given to an elevated mound system, however the slope of the lot and the percolation rate exceed recommended limitations for the use of this type of system An evapotranspiration bed relies primarily on liquid evaporation or transpiration by vegetation as a means of effluent disposal. These systems are generally more effective in sunny locations. The site is north facing, and is at high elevation so it will be snow covered for a good part of the year. During these months the system will rely on storage and percolation of the effluent. I discussed this with the Eagle County Sanitarian, Mr. Eric Edeen, and he informs me that a neighboring lot has an evapotranspiration bed which is operating successfully_ Mr. Don Seppi, the Sanitarian for Lake County in Leadville also reports that they have several systems installed in similar applications which are operating satisfactorily. A shallow absorption system would be similar to a conventional leach field. In this case it would require the use of approximately 500 lineal feet of a 10 inch diameter "gravel -less" leach bed tubing (SB-2 as manufactured by advanced drainage systems). This pipe would be buried with only 9 inches of cover and bedded in native soils. The field would be divided into halves and a dosing tank would be utilized to alternately send the effluent to each half. The pipe is flexible and could be contoured to meander through the trees. This system has been successfully used in this area, however, it is a relatively new concept and would be considered "experimental Monitoring for the next few years would be required to insure that it is operating satisfactorily. The Bell-Patt System utilizes two septic tanks installed in series. A pump installed in the final chamber is used to pressurize the absorption field. Approximately 500 lineal feet of G inch irrigation pipe would be used to construct the field. The pipe is flexible and can be contoured to avoid trees. This is a proprietary system and is accepted for use on the front range. The cost for installation on this site would be 6 to 8 thousand dollars. This system has never been installed at this elevation and as such would also be classified "Experimental." This report will present design recommendations for an evapotranspiration system. Additional design work will be required for the use of the experimental systems that have been described. Please contact this office for additional information. DESIGN CRITERIA A single family residence is planned for this site. The house will have three bedrooms, and automatic washer and a garbage disposal. The system will be designed in accordance with the procedures outlined in the Eagle County Regulations. The following criteria will be used: - Occupancy = 2 persons per bedroom Average Flow = 75 gallons per person per day (GPPD) Automatic Washer = 40% increase in flows Garbage Disposal = 20% increase in flows Peak Flow = 150% of average flow DESIGN CALCULATIONS Average Flow: Q= 2 persons x 3 bedrooms x 75 GPPD C Q= 450 gallons per day (GPD) Adjustment for washer and disposal Q= 450 GPD + (450 GPD x 40%)+(450 GPD x 20%) Q= 720 GPD - Peak Flow: Qp= 720 GPD x 150% QP= 1080 GPD Absorption Rate: Qa =5 Where: Q= flow in gallons per square foot per day. (GPD/ft 2) Qa= 0.40 GPD/Ft2 t= Percolation rate Evapotranspiration Rate: Qe= 35" Where Q= Flow (GPO/Ft2 237 Qe= 0.13 GPD/ft2 Combined Rate of Absorption: Qc= QE + Qa ]'� Qc= 0.53 GPD/Ft2 7 Size Bed_ A=P = 1080 GPD Qc 0.53 GPD/ft2 A= 2100 ft 2 Use a 24'x 90' bed. From table 4 (section 4.07.01 of the Eagle County Regulations) a 1000 gallon septic tank will be required for this system. Since the field will rely on both.evapotranspiration and absorption a dosing tank will be used. The dosing chamber will allow for periodic high rate discharge to the drainage field instead of a slow trickle. This will prolong the life of the field. The dosing tankwill be sized for 3 cycles per day of the average flow. Q = 720 GPD ; 3 = 240 Gallons. SEPTIC SYSTEMS RECOMMENDATION Based on the proceeding calculations, it is recommended that a 1000 gallon compartmented septic tank followed by a 240 gallon dosing tank be installed. The effluent -should be disposed of in a 2100 square foot combined absorption and evapotranspiration bed_ Details of the proposed system are shown on the enclosed drawing. An inspection of the system should be made by a representative of the Eagle County Environmental Health Department prior to back filling. The installation and material specifications must comply with the Eagle County Individual 8 Sewage Disposal System Regulations. CONCLUSIONS This report has been prepared for the exclusive use of Phil Todd for the specific application to the proposed single family home on Lot 31, Bellyache Ridge Subdivision Filing No. 2, Eagle County, Colorado. 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. If we can be of further assistance, please do not hesitate to call. (� Sincerely, �\ N Vreident effeanel,Vice- ti 4JyK v(�t • ter? COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO October 18, 1991 Phillip K. Todd P.O. Box 928 Edwards, CO 81632 RE: Final of ISDS Permit No. 937 Dear Mr. Todd: 725 CHAMBERS AVE. 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 for your records. Also enclosed are informational sheets regarding the care of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division, P.O. Box 179, Eagle, Colorado 81631. We can also be reached, depending on your calling area, at the following numbers: Eagle valley 328-8730; Basalt/El Jebel 927-3823. Sincerely, C. KelleytCarhart Office Assistant ckc Encl: Information Sheets Final ISDS Permit cc: Chrono File Building Permit File / ISDS PERMIT r 13-/ 3/ qi 12 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: f L-1 o-dd LEGAL DESCRIPTION: i9 ��WBa' g� L01 3/ MAILING ADDRESS: PO, �6X 9oj� E�ryarG'S CO N3 Z TYPE OF DWELLING:-- $C��es NUMBER OF BEDROOMS 3 TEST HOLES PRE-SOAKED: YES\ NO TTME nV VAT T nnme. e.r.rr TTA,,T� 1 2 3 1 - - 2 3 1 2 3 111 2 i a a\vi 1L1 0' 37 k Z 0 r 1i yo :fl ;qz 3t gay 9 1 , el5 L 14"" g .61-5 . Zar 37.E 12-4 13.313 jb 51 57-, S Refill ,� +� S —" ,6 {� -` 4' 54 5i 5yg I I 1� g . 6Z �I- 6�5 ►. L5 7 5' 00 a� g 1, ! 0 6' 05 07 i 1.13 •37. {,cZ,S 6v5 ►3,3 7' �2 3`75 — .z5 13.3 Z6 8 15 14, 17 Ly Z 3 L5 Zzo y, ry 1%'A." Io �5 Time to drop last inch 15- -,..0 PERC RATE: OsE 20 MINIMUM SEPTIC TANK SIZE: /000 MINIMUM LEACH FIELD SIZE: AO COMMENTS: • PERC TEST DOIJE BY: En ironm ntal Heal rev. 6/90ks �0 X �7.5 5 DATE: cer _4 —9/ x�- 30-tZ.75 mq An IV" ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE ----------------- Q Name Tat4 Rou ed (-11) 4-n ZN0T\ -27r Application No. (uqcarV-n1) ON Please review the attached Individual Sewage Dis sal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YFR Nn RFVTFijFn RY nATF Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: BUILDING: Complies with - YES NO REVIEWED BY DATE Building Permit Applied For: Building Permit Issued: Recommend Approval: a ' COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEWED BY DATE Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: /3-U `�`-- COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8-730 EAGLE COUNTY, COLORADO October 4, 1990 Dear Applicant: 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 Please be advised that this office will not be conducting percolation tests between November 15, 1990 and March 15,. 1991. Additionally, all final inspections on installed systems must be completed prior to December 1. If you have any questions, please call me at 328-8730 or 927-3823 ext. 730 in the Basalt/El Jebel area. Sincerely, Roger Hosea Asst. Environmental Health Officer RH/alm 1j.a'7 Todd loot 3t tSeLJyawiv JOB NAME. Ridge Fl 2 0640 Big Dipper Road JOB NO. OB LOCATION BILL TO DATE STARTED N �,/ �� %• 9�� q�� � � � fir✓ 2 �5 DATE COMPLETED INC., GROTON, MA 01471 JOB FOLDER DATE BILLED 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 Printed in U.S.A. I BIG DIPPER ROAD A OUTLOT 31-A'L = 25.43' a = 290 Oe 30" N 88° 19 2 E 7 4 SAND MOUND ABSORBTION AREA 90 ` 1 240GALLON DOSING TANK PROVIDE : SWALE 1,000 GALLON SEPTIC.TANK W to n M 6 C: LT 312 to 3 APPROXIMATE LOCATION OF PROPOSED HOUSE O ~O o LOT 31 0 O O O Z . Z N 890 56' 21" E 200.00, 56 SCALE /" = 40' OPTIONAL BREATHER TYP. 4 TEE T YP. VARIES TO SEPTIC TANK 3' TYP 18' MIN. 31TYP. n 4 / c o` r�,/ 6 TYP. TOPSOIL _ _ 4 BETWEEN PIPES —WICKING SAND oo� a o00 CLEAN GRAVEL (I/2 - 2 112 3 YP --t— N---WASHED SAND F-3'TYP. f TYPICAL BREATHER THE BREATHER CAP SHALL CONSIST OF TWO (2) 9O EL BOWS. DIVERSION SWALE 24" V EDGE FILTER FABRIC 3O",&.CENTER — 4" TOPSOIL 5 / 3� M!N. FIN/SHED GRADE 3 SANG b 6 -/0 MIL L/ 2 SAND 6� MAX ROCK (MAY BE REQUIRED) 4 PERF PVC ON SYSTEMS W/O LINER PLACE', BED COMPLETELY /N CUT. Notes_ 61 It will be necessary to contact the Soil Conservation 1) Topsoil should be s°lzcted or aimed to provide a cover Service or County Extension Agent to determine what grasses are that will promote the movement of water to the surface and best suited fer each area and landscaping -plan. It is provide a base for good vegetative cover. recommended that a sod forming grass that has some salt 21 Saa:d utilized in '.the bed shall meet the followingresistance be used. Trees should not be planted on the field or south of field which will eventually shade the field. gradation requirements: 91 All distribution pipes shall be constructed with 4" CiPno Size i N3SSln0 4 diameter PVC pipe meeting the requirements of ASTN D3034, SDR35. Pipe within the beds shall be perforated. All pipes within the 4 - y bed are to be laid to 200 The sand shall be uniforaly graded between the 40 and 200 101 Filter fabric shall be Hirafi I404 or equal. sieve sizes. 111 Septic tank and dosing tani shall be of the capacities screened or w3enea .-2" to 2 .,_ noted on the plans and in the report. They shall be constructed 31 Gravel shad be clean. rock. in accordance with the standard specifications of the county reeulaticis for individual sewage disposal systems. 41 :'he bottom su f3ci tf the bed should be picwe4A cr scarifies ^vier to her. ..:c;icn to aid :n 3bs;rption. a,. 121 The Optional breather will areate the disposal field and required when a liner is requi^ed: help to prolong it's life. 5! i,=.ners. if require: zhall nave a minimum thickness :.i it) 13) The surface of the bed is not suitable for active sports mils. or as a patio. 61 All drainage must be diverted around the field and the 14) All construction shall meet the requirements of the field must be sufficiently `crowned to provide goad surface County Health Departments Rules and Regulations for individual runoff. = sewage disposal systems. A representative from the County Health Department should inspect the field -prior to backfilling. 7) Fill around the bed is to be placed in 6" lifts and compacted to 95% of it's AST4 )698 standard proctor density. ti ■ r U U iJ —�- co 4 _ Q ` PLAN 21 CIZAR INSEKT / GAsKET'� tT INt-ET _ / AND oUT1>=T'� —:----- --� BIG DIPPER ROAD i a jOUTLor 31-a - _. ` I N 8879'020 E 176.54' SECTION DOSING DARGE Z _ i8o GALLONS - \ 1250 GAL: DUAL- ALTERWAMR6 AUTO SIPHON CONCERETE. SEPTICTkNK CAPAMES AUTOMATIC SIPHON DOSING _ FLUID DYNAMI,S MODE. DISCHARGE 1 #1 SETTLING CHAMBER 690 Gal. #423 180Gabm #2 SETTLING CHAMBER 565 GaL DOSING CHAMBER - 450 GaL / TYPICAL COMMERCIALLY ALA/CABLE SEPTIC TANK Z / WIINTEGRAL AUTOMATIC DOSING SIPHON CS 83.3 MIN 8J.3 MIN O � � V i v i SEPTICNATANK w/ Reducing 10" x 4" 6 ' MIN SIPHON ALTERNATING Tee Ground Level 10'M/N 10 V/N � _ - 1 ' M i N. f MAdapters a� Be Used In �W EXISTING' Z o — ---�-- — -- _ -- -- - - --- _ _ - _ Lieu of DS Reducing Tee 00 _H[1USE ; 4" Smoot Pictured i - Wall - or Green 4" Corrugated _ Stripe 10" S52 GRA VEL—LESS DISTRIBUTION LA 7E?ALS. Pipe SB2 250i L.F. EACH SIDE -_ Nylon _ -` Protective Wrap - Connecting Lateral -Serial Distribution SB2 (Not To Scale) LOT 31 24• SLOPE WIFOOT AM art.---- - SOIL - --__ - 18. to {FROM TRENCH 24 - F-KCA 4TION) Y s FREE FROM CL.UDS, OR ROCKS 4 Y �• : t OR LARGER IN / r GRAVEL OPTION 10• GRAVEL -LESS DISTRIBUTION PIPE MAX SLOPE 17 100' SECTION A -A TRENCH CROSS- SECTION WITH GRAVEL -LESS DISTRIBU- TION PIPE NO SCALE v. Y ADD RISER PIPE AS NECESSARY 7'0 EXPOSE PLUG 10' GRAVEL- LESS DISTRIBUTION PIPE- !//.� !►�/It INSPECTION / CLEANOUT PORT NOTE. INSTALL ON FAR END OF EACH LATERAL. i i j