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HomeMy WebLinkAbout4557 Frying Pan Rd - 246702300009INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH i3? 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. 1 0 W Please call for final inspection before covering any portion of installed system. OWNER: John Rupinski PHONE: 927-3232 MAILING ADDRESS: 4959 Frying Pan Road, Basalt, CO AGENT: PHONE: 4557 Frying Pan Road, 2467-023-00-010 Parcel # SYSTEM LOCATION: Dreager Excavating 10-91 LICENSED INSTALLER: LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 675 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 240' of SB2, 22 infiltator units Place inspection portals at the end of each trench. ENVIRONMENTAL HEALTH OFFICER: DATE: / a CONDITIONS: 1. ALL INSTALLATION MUST COMPLY WITH ALL REQU TS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GR TED 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: V GALLONS DEGRNS `FEET VYG CLLc+"O�P/c.ayG— SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS ANDASSEMBLY X YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS:_ YES NO ANY ITEM CHECKED NO REOUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: /VleJ' /n P/J�tiT7l�+� da�Tk l ?c TiLL� 2 t�Of FAG 4A14 ^e4 .4 4..'y W, Nr brrif7y� ENVIRONMENTAL HEALTH OFFICER: g DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NE RY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT E`lVIRON.MENTAL HEALTH OFFICE - EAGLE COUNTY Number: P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION) FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: o is n� ®kot" sr 9V P - cvs7� j , yap -sa 3a ?r4y5MAILING ADDRESS: 4q5% ni,-An.�o o PHONE: NA14E OF APPLICANT (If different from owner):, ADDRESS: &Z4 PHONE: DESIGN ENGINEER OF SYSTEM (If applicable): &,)A ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: co LICENSED NSTALLER: (-YES ( ) NO ADDRESS: � / OG s /� ✓vim Q}q zl�- �0 PHONE: PERMIT APPLICATION IS FOR: (NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVID AL SEWAGE DISPOSAL SYSTEM: „ t-:/vSX, LOT 1.3 tin3E,-�' Physical Address: fz ,,,u,,. (2,9^j ur3-o — -ro ?u,s `c,-j•- Parcel Number: ag6 -OA3 oo - &/o Lot Size: !.g3 Legal Description: .SF_ r ATT13ey BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: FG v NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories Commercial or Institutional (fi)7 Dwel I i ng S 1Al -Le- L i ( ) Non -Domestic Wastes ( ) Transient Use Garbage Disposal Dishwasher Automatic Washer ( ) 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: P­)rYES ( ) NO WATER CONSERVATION PLAN: ( ) YES 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 a 1 wells within 200 feet of system: 1,xs` ' If su lied 1 water, give me of supplier: _--j-71-74 DATE: S 'a $-i) INFORMATI0N-REGOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope :>--(o Ga 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 1, nute5 per inch in Halo #3 FINAL DISPOSAL BY: Absorption Trench, Bed or Pit ( ) Above Ground Dispersal ( ) Under Ground Dispersal ( ) Other AMOUNT PAID: z5z?I 00 RECEIPT NUMBER Evapotranspiration Sand Filter Wastewater Pond �D DATE: n Af•,11rn 97 NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/88) .FE T APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENIVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number: P. 0. BOX 179 ' EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: John and Denise Rupinski MAILING ADDRESS: P.O. Box 9619 Aspen, Colorado 81612 PHONE: 927-4152 (H) 963-0880 (1 NAME OF APPLICANT (If different from owner): ADDRESS.: PHONE: DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Dreager Excavating & Construction Company LICENSED INSTALLER: (X ) YES ( ) NO ADDRESS: 0044 Hooks Lane Basalt, Colorado 81621 PHONE: 927-3431 PERMIT APPLICATION IS FOR: ( X) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: 4557 Frying Pan Road - adjacent to this lot Parcel Number: Lot Size: 1.83 Acres Legal Description: see attached BUILDING OR SERVICE.TYPE (Check applicable category): X Residential -:Single Family ( ) Residential - Fourplex Residential = Duplex ( ) Commercial (Type) ( ) -Residential.-,Triplex NUMBER -OF PERSONS: fou:r.-'maxium NUMBER OF BEDROOMS: three WASTE TYPES Check applicable categories): Commercial: or Institutional ( )Dwelling ( ) Nop-Domestic Wastes ( ) Transient Use (<X) Garbage Disposal (X) Dishwasher (`X ) `Automatic .Washer ( ) Spa Tub Other (Specify): TYPE.OF,INDIVIDUAL SEWAGE DISPOSAL'SYSTEM PROPOSED: X 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 (X) NO IS'SYSTEM-btSIGNED FOR.LESS THAN 2,000 GALLONS PER DAY: (X ) YES ( ) NO WATER.CONSERVATION PLAN: (X ) YES { ) NO NOTE=..Tfe Environmental Health Office may reduce the required absorption area upon -�; approval of an adequate water conservation plan. SOURCE`AN,D TYPE OF WATER".SUPPLY: (X ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: P-- y;25 �c�z�,D 1t pl i e co 7�i ty water, ' ve name of supplier: not appl �i �abll ec=. SIGNATURE ` DATE: INFORMATIf TO `BE FILLED 00T`JBY ENVIRONMENTAL- HEALTH.OFFICER, GROUND CONDITIONS: Percent ground slope-s'--/o 7o 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 ( ) Above Ground Dispersal ( ) Under Ground Dispersal ( ) Other AMOUNT PAID: or Pit ( ) Evapotranspiration ( ) Sand Filter ( ) Wastewater Pond NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/88) -7D COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO July 19, 1991 Mr. John Rupinski 4959 Frying Pan Road Basalt, CO 81621 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1066 Dear Mr. Rupinski: Enclosed is your ISDS Permit No. 1066. The enclosed copy of the permit must be posted at the installation site. You must call our office for final inspection before covering any portion of the installed system; the deadline for final inspections is December 1. If you have any questions, please feel free to contact us at the following numbers depending on your calling area: Eagle valley 328-8730; Basalt/El Jebel 927-3823, ext. 730. Sincerel Raym d P. Merry, R.E .S. Environmental Health ficer Community Development RPM:ckc Enclosure cc: ISDS File COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO September 3, 1991 Mr. John Rupinski 4959 Frying Pan Road Basalt, CO 81621 RE: Final of ISDS Permit No. 1066 Dear Mr. Rupinsk: 500 BROADWAY 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. Kell ty Carhart Office Assistant ckc Encl: Informational Sheets Final ISDS Permit cc: Chrono File ISDS File Building Permit File COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 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 A tract of land situate In Tract 41 of Section 2, Township 8 South, Range 86 West of the 6th Principal Meridian, being more particularly described as follows: Peginning At the Northeast corner of said Tract 41; -thence South 493.36 feet along the East line of said Tract 41; thence S 890501120 W.242.05 feet to the true point of beginning; thgnce S 89150112" w 248.09 feet; thence South 166.64 feet; i.._ thPnc4p $ 16!13125" E 178.67 feet; thipocq N 89!�0112" E 198.17 feet; ' them? North 338:34 feet to the true point of beginning. TC93 ER WITH -a non—oxcluslve easement and right of way for roadway and utility purposes over and upon the roadway presently con;tructgd Ond In place across portions of Tract 41 and coo roencing and terminating at the County road located to the South of Tract 41. . Application „- j(11) 4,,61 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. ••- 4 OWNER: LEGAL DESCRIPTION: ' iA'—,%IY) MAILING ADDRESS: TYPE OF DWELLING:,-) ,rt ,� "=> L-+� y NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES NO T TTMF. whrPrD Trnrrxz 1 2 3 1 2 3 1 2 3 1 21 3 0' bVe 4rrpIl j r "Sf �' rat / 7 ' �: � f(s7,� , / � � � ✓' 6, C 1 / 0 I 3 red e a e 51 e' i 7 / ry [2 :Q , > �/� � / y 51LL 1141 8 ' L± Time to drop last inch 2d PERC RATE: W p?S /%PZ MINIMUM SEPTIC TANK SIZE : O (') A MINIMUM LEACH FIELD SIZE: 7,5" {''l 6 �>'�+ch 112,10 COMMENTS: CI tc s `� /� -,,I` sh-a ,r✓ Iz ; s t z v� t c - ,�+-2 ,� r >� ��t SJuz ✓J�ia1/ / � l 0 ©O � � ���.. �.� � / 7 S J as PERC �E-5T F a � �j s TE Envi nmental Hea1� & ficer 1 rev. 6/90ks I JOB NAME, ,cos �vo. JOB FOLDER Product 278 flees p. NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S.A, JOB FOLDER 12/19122, 2:31 PM Eagle County Government Mail - 47 chelsea https://mail.googIe.com/mai I/u/0/?ik=17e3ef6ed6&view=pt&search=all&permthid=thread-f%3A 1752667502339713460&simpl=msg-f%3A17526675023... 2/2 12/19/22, 2:31 PM Eagle County Government Mail - 47 chelsea w�1 ECHDA Closing Instructions for 47 Chelsea final.docx - 324131. POLAROIDO6 o , ..C�075 , . _...._._ / (lam •�i"`j ,G'.�iG.. �2 ��'Tx.�-s --- t - https://mail.google.com/mail/u/0/?ik=17e3ef6ed6&view=pt&search=all&permth id=th read-f%3Al 752667502339713460&simpl=msg-f°/a3A17526675023 ... 2/2 12/19/22, 2:31 PM mf Eagle County Government Mail - 47 chelsea qTInski, https://mail.google.com/mai I/u/0/?i k=17e3ef6ed6&view=pt&search=all&permthid=thread-f%3Al 752667502339713460&si m pl=msg-f%3Al 7526675023... 2/2 12119/22, 2:31 PM Eagle County Government Mail - 47 chelsea ECHDA Closing Instructions for 47 Chelsea final.docx �.. i.Gi J�9075 1 U�6 /U66 . "C 4:. s . :0LAR01DO6 hftps:Hmail.google.com/mail/u/O/?ik=l 7e3ef6ed6&view=pt&sea rch=a I I &permth i d=th read-f%3A 1752667502339713460&s i m pl=msg-f%3A 17526675023... 2/2 EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH LEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway %IKSPECTION`BEFORE COVERING Eagle, Colorado 81631 ANY` PORTION` OF INSTALLED SYSTEM N� 6 O 328-7311 or 949-5257 or 927-3823 PERMIT NO. OWNER: Peter Campbell ADDRESS: SYSTEM LOCATION: Lot 2 - Seven Castles Meadows LICENSED INSTALLER: Owner PERMIT MUST BE POSTED AT INSTALLATION SITE 963-0103 Box 1217 - Basalt, CO 81621 2 acres LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: one inch in 20 minutes. Absorption Area per Bedroom 280 sq. ft. No. of Bedrooms 3 x 280 sq. ft. minimum requirement per bedroom 840 total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: DATE: 4/27/83 INSPECTOR: Erik Edeen **CONDITIONS: 1. All installation must comply with all requirements of the 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 building and zoning 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 III, 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: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to covering any part. Installed Absorption or Dispersal Area: -- - 2-0 4�'-Osq. ft. Installed Septic Tank: gallons. Degrees: ! e e' Feet: Design Engineer of System: Installer of of System: Phone: Septic tank cleanout to within 12" of final e or aerated access ports above grade? Yes No Proper materials and assembly? Yes N Compliance with permit requirements? Yes No Compliance with County/State regulations requirements? Yes r/� No COMMENTS: (Any item checked "No" requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE: INSPECTOR: RE -INSPECTION DATE: INSPECTOR: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT r' ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P.O. Box 850 Eagle, Colorado 81631 No. 0 PERMIT APPLICATION FEE: $150.00 PERCOLATION TEST FEE:-$50.00 NAME OF OWNER: IIC-Fr Ie C P M PP;r_1 l 1 ADDRESS: (30 1. }- 1 to Z. NAME OF APPLICANT (if different from owner): ADDRESS : DESIGN ENGINEER OF SYSTEM (if applicable)': ADDRESS: PHONE: 9Gs'-Olc�� PHONE: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: kc­(T(o 64yv-, be II Licensed Installer (see attached list): YES NO ADDRESS: PHONE: PERMIT APPLICATION IS FOR: O New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Street/Rural Address: t-o?" 2- <Scvzi3 CAsT1P-s �� Lot Size: v;�2£S -- Age Ai -TC' 1 Legal Description: BUILDING OR SERVICE TYPE (check applicable category): ( X) Residential - Single Family ( ) Residential - Quadplex ( ) Residential - Duplex ( ) Commercial (state usage). ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: WASTE TYPES (check applicable categories): ( ) Commercial or Institutional (�7 Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal Dishwasher (>) Automatic Washer ( ) Spa Tub ( ) Other TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (X,) Septic Tank ( ) Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) NO 0<1 IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES (X ) NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO ( ) (I4 yes, see attached wastewatelt 4.tow Aedueti.on methods) NOTE: The Envi tonmenta e Health 044i etL may reduce the &equiked ab/so&ption area upon app,tovat o4 an adequate wa6tewateA 4tow tLeducti.on ptan. SOURCE AND TYPE OF WATER SUPPLY: (x) Well ( ) Spring�Q# ( ) Creek/Stream Give depth of all wells within 200 feet of system: fOf? ll If supplied community water, give name of s plier: y/ SIGNATURE: DATE: `7 Z INFORMATION BELOW TO BE FILLED OUT By ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent Ground Stope 1,07X, Depth to BedtLock (pet 8' Pno 4it e Hote ) Depth to G&oundwateA Tab& SOIL PERCOLATION TEST RESULTS:. Minutes pelt inch tin ore 1 Minutes pert inch to Hote # 2 =;?r—> Minutes pe.1L inch to Hole # 3 FINAL DISPOSAL By: ( ) AbzotLption Tuneh, Bed otL Pit ( ) Evapotn.a.nspikati.on ( ) Above Ground Dispe.r6at ( ) Sand F tteA ( ) UndeAg&ound Di6pe 6a2 ( ) WaustewateA Pond ( ) Othek p �a� Amount Paid: Receipt Number Date NOTE: Site Plan must be attached to application. (Env. Health Department - Rev. 4-07-83) Se",l 3. 3 U 5L�l 12 " vi, 21-12. (D lie: ! \\ U-Sp loccA. c"L v Jt q Ata,�-o-d- L.S.fe)732 Cia.? Yylc,.,r(Q4acL L.';. .2.2-79 14 L INES IN (-S)PA 5 YDIVE Y L INCICOME (L. S 14111) BOX 121 CARBONDALE, COLO. 303-963-38 2 I - zi4 , 19 ( P 2 SC;AL-E:I"= EAGLE COUNTY memorandum To: Subject: Peter Campbell ENCLOSED ISDS PERMIT #610 From: File No.: Date: Environmental Health Office April 27, 1983 Enclosed is your ISDS Permit #610 for property located on Lot 2 - Seven Castles Meadows. The information on the permit application indicates that the system will be owner installed. Therefore, you will be responsible for the installation of the system. This green copy of the ISDS Permit must be posted on the installation site. must call our office for final inspection before covering any pora-4^^ ^� +.ko installed system. We can be reached at 328-7311, ext. 238 or 92; If you have any questions, please contact our office. -- Lorraine Funke, Secretary Environmental Health Office Eagle County /1f Enc. You PERCOLATION TEST FEE: $50 I.S.D.S. APP. -OWNER:' CAYr 9- LEGAL DESCRIPTION: C.0-T Z S2u&y✓, (t1 Src rS RURAL ADDRESS: TYPE OF D;JELLING: �;/Nr�I2 �-av�; <<„ # OF BEDROOMS: DATE OF PERCOLATION TEST: q—Z 1-83 TYPE OF SOIL: lG TEST HOLES PRESOAKED? Yes No 66 hl`,,5 WATER DEPTH INCHES OF FALL PERCOLATION RATE: _ 0 m RECOMMENDED MINIMUM SEPTIC TANK SIZE: 1 Z5-D l C�C�CJ RECOMMENDED MINIMUM LEACH FIELD SIZE: f(:��O RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: Site has been reviewed and tested for percolation rate. Az 1Z Y 7' �- Date Environmental eat is r COMMENTS: _ ► ids EAGLE COUNTY memorandum To: Mr. Peter Campbell subject. ISDS Permit #610 From: Environmental Health Office File No.: Date: August 5, 1983 This is to inform you that your ISDS Permit #610 has been finalized and signed off by Erik Edeen on August 4, 1983. I am enclosing a copy of this permit for your records. -- Lorraine Funke, Secretary Environmental Health Office EAGLE COUNTY /if �5 t w3„ r, f ,. �. a � .,,. ..y `hia �,.=fie �..-.... FIGURE 7-1 TYPICAL TR/E�NCH SYSTEM SAMF— Backfill Barrier, Material 3/ - 2-1/z in. Rock Water Table or Creviced Bedrock Age At least one access no less than 20 inches across shall be provided in each compartment of a tank. The opening cover of a septic tank manhole, inspection port, or sampling access port shall be no deeper than 8 inches below the finished grade. AINEW-Cast iron pipe or pipe of equal strength (e.g., heavy-duty PVC pipe ASTM 3034 - may be used in place of cast iron) or other pipe properly supported (The words "properly supported" shall include but not be limited to, that pipe surrounded by compacted fill, encased in concrete, or metal reinforcement of the pipe may be used upon approval of the Department if the proposed method is capable of preventing failure by settling or tank displacement.) to prevent failure by settling shall extend from the septic tank for a distance of at least five (5) feet from the inlet and outlet ends. 7.2 Aerobic Sewage Treatment System: a. General Design: The shape and design of an aeration compartment, its inlet and outlet arrangements, baffling and air application �0 shall: 1. Allow for intimate mixing of applied sewage, return solids, and applied air. 2. Prevent excessive short circuiting of flow. 3. Prevent the deposit and build-up of solids in the aeration compartment. b. Method of Aeration:.The method of aeration shall be accomplished by mechanical aeration, diffused air, or a combination of these. The method of aeration shall at all times maintain aerobic conditions at the maximum organic loading in both the aeration and settling com artments. a. Tanks are to be installed on a solid base and shall be level. The tank shall be installed with removable covers or manholes extended to within 8 inches of finished grade in order to provide access tc the inlet and outlet devices of each compartment for cleaning and inspection. Roof drains, foundation drains, area drains, or cistern overflows are not to enter the tank or any part of the treatment system. b. The building sewer line to septic tank shall be laid with a minimum fall of 1/8th inch per foot (1/4th inch fall/ft. 0 32 \�, The ground surface shall be graded to deflect precipita- tion or other outside water from the disposal area. The absorption area shall be protected against erosion. The perforated pipe in the drain field (County system only) shall be at least 6 inches below the outlet invert of the septic tank.. 8.2 Absorption Trench a. At least 2 trenches of near equal length shall be constructed Iwith a length not exceeding 100 feet; a width not exceeding 3 feet; and a depth not exceeding 3 feet (unless approved by the Health Officer). A minimum 3-inch diameter disposal line shall be provided for each trench and shall be surrounded by clean, graded gravel or rock, broken hard burned clay brick, or similar aggregate. The material may range in size from 1/2 inch to 2-1/2 inches. Cinders, broken shell, and similar material are not recommended. The material shall extend from at least 2 inches above the top of the pipe to at least 6 inches below the bottom of the pipe. The top of the gravel shall be covered with untreated building paper, a thin 2 inch layer of hay or straw, or similar pervious material to prevent the gravel from becoming clogged by earth backfill. An impervious covering shall not be used, as this interferes with evapotranspiration at the surface. A distribution device providing uniform distribution shall be included. The bottom of the trench and the distribution lines shall be level or graded to comply with (b) below. b. Disposal lines composed of 12 inch lengths of 4 inch diameter agricultural drain tile, concrete pipe or vitrified clay sewer pipe shall provide joint openings between lengths of pipe of 1/8 to 1/4 inch in width. Each open joint shall be covered over the upper half of the joint opening. Perforated plastic lines of a minimum 3 inch diameter shall be fitted with tight joints and the performations shall be so laid that MI;= a relatively even distribution of effluent over the system will occur. When, at the discretion of the Health Officer, it is necessary to maintain grade or alignment of the tile or pipe lengths, all tile or pipe lengths shall be placed on narrow grade boards which are securely staked. The grade of pipelines shall be from zero (0) inches to 4 inches per 100 feet. c. A final cover of soil suitable for vegetation at least 10 inches deep shall be placed from the top of the hay, straw, or other similar pervious material to the finished surface grade of an absorption trench or seepage bed. The final cover shall be graded to deflect runoff water away from the disposal area. In the case of an above -ground system, such as a mounded system, an impervious berm shall be constructed to prevent lateral flow of waste discharge outside of the absorption field. Machine tamping, rolling, or hydraulic compaction of final cover shall not be permitted; however, hand tamping may be allowed where necessary to stabilize the soil to prevent erosion or the intrusion of extraneous water. „s a. Seepage beds shall be constructed with a length not.exceeding i o 100 feet; a width not greater than feet; and a depth not exceeding 3 feet (unless approved by the Health Officer). A 12-inch layer of 1/2 inch to 2-1/2 inch washed gravel shall be distributed evenly over the entire bed, with pipelines set at a depth to insure at least 6 inches of gravel below and 2 inches of gravel above each line. The bottom of the bed shall be level. A covering of untreated building paper, straw, or similar material, shall be placed on top of the gravel, and after final inspection, backfill shall be placed over the bed to a minimum depth of 10 inches. The bottom.in the bed and distribution lines shall be laid level or up to a 4-inch drop in 100 feet. 37 The outermost disposal lines in the bed shall be placed no less than 18 inches and no more than 36 inches from its outside bedwalls, For each 6 feet or part thereof, in bed width, there shall be one disposal line.extending the length of the bed. Such lines shall be so placed as to distribute the effluent evenly over the entire bed area, and . (A distribution box or other distribution device providing uniform application of flow shall be included in the seepage bed system. 8.4 Seepage Pits N / 1 a. Seepage pits are permitted as an alternative only when absorption fields are impractical and where the top 3 or 4 feet of soil is underlaid with porous sand or fine gravel and the subsurface conditions are otherwise suitable for pit installation. b. Where circumstances permit, seepage pits may be either G4 supplemental or alternative to the shallow absorption fields. When seepage pits are used in combination with absorption fields, the absorption areas in each system shall be pro -rated, or based upon the weighted average of the results of the percolation tests. The minimum absorption area shall be the equivalent for a two -bedroom dwelling. The capacity of the seepage pit shall be computed on the basis of percolation tests made in each vertical stratum penetrated. The weighted average of the results shall be computed to obtain a design figure. Soil strata in which the percolation rates are in excess of 30 MPI shall not be included in computing the absorption area or seepage pit. The effective area of the seepage pit is the vertical wall area (based on dug perimeter) of the pervious strata below the inlet. No allowance shall be made for impervious strata or bottom area. Seepage pits shall be separated by a distance equal to 3 times the greatest diameter of the largest pit. For pits over 20 feet in depth, the minimum space between pits shall '� a Date Routed ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE Name .Iloilo Application No. Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form to the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning'Regulations: Recommend Approval: COMMENTS: BUILDING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: REVIEWEDNO BY�► ENGINEER: Complies -with - Roads: Grading: Drainage: Recommend Approval: YES NO REVIEWED BY DATE COMMENTS: I ENVIRONMENTAL HEALTH: Complies with - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: YES NO REVIEWED BY DATE COMMENTS: 0610 Campbell Lot 2 Seven� ,JOB NAME .^ Castles Meadows BILL TO DATE STARTED DATE COMPLETED DATE BILLED R.Ily T TM-r _ RW Bic'i6 r 2 - 02-S- - 009 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL ------- — -- PERMIT #610 OWNER: Peter Campbell �7tM1 Box 1217 - Basalt, CO 81621 LOCATION: Lot 2 - Seven Castles Meadows j(2 acres) C04S2�S7 66G6G ��li>� R1� INSTALLER: Owner SIZE OF TANK: 1,000 + gallons - absorpt1on: 20 x 40' Degrees: 182 u Feet: DWELLING: Single Family - 3 bedrooms x 280 sq.ft. PERC RATE: One inch/20 minutes (840 sq.ft.) Finalized: 8-4-83 By: Erik Edeen TOTAL LABOR INSURANCE SALES TAX misc. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT %CM 13 Printed in USA EXISTING FEATURES LEGEND CO3 Power Pole Guy Wire Anchor Yard Hydrant (ABANDONED) ® Water Curbstop (ABANDONED) Percolation Test Hole (# -SEE REPORT) OSeptic Tank Access OPropane Tank O Electric Vault Deciduous Tree AS Coniferous Tree a-� Wood Fence ---- Sewer Service Line EXISTING BUILDING — 1,352 sq.ft. SINGLE FAMILY RESIDENCE, WITH 2 BEDROOMS, POSSIBLE EXPANSION TO 3 BEDROOMS CONTEMPLATED. THIS DESIGN -%z"STi \ �c '9S,o y'9l r qy �pA 4/4, ACCOMODATES 3 BEDROOMS. \ y�'o O°o- < , 'P, F PROPOSED CLEAN❑UT - / SEE NOTES THIS SHEET_/ ss1_ / c / \ss� / / EXISTING HOUSE SEWER LIN / APPR❑XIMATE L❑CATI❑N — T REMAIN IN PLACE. ST/�c CO&I �wqy S , J,} PROPOSED FEATURES LEGEND O4"ss 4-inch SDR-35 or Sch. 40 P.V.C. Sewer Pipe F-1 Infiltrator "Quick4" Chamber e.F. Effluent Filter Package Inspection Port O Two -Way Sewer Cleanout co t N SERIAL DISTRIBUTI❑N PIPE AT END OF CHAMBERS (typ,) QUICK4 MULTIP❑RT END CAP (typ.) S zQl (litf)WfI�{?7I 200tf Hagftvvay 82 n µ Project. s y Number.: 44 Owner's Name and Address: ,0. 90 O Basal ",C�-�f�i�-#f�3�`� _ �.��_ _�. 2 rba e Disposal? Y N erson da Yes ,- Ga / E N A allons 9 P ( ) House Size (sq. ft.). _ .0 / :g /p / y Number of Bedrooms in Main House 3 _ —� Number of Offices Libraries Studies, Similar -sized Rooms in Main House 0 ; _ Number of Bedrooms in Detached Caretaker unit 4. Number of Offices Studies Similar -sized Rooms in Caretaker Unit If the caretaker unit Is u r ( - ATTACHED, treat as if part of main house.) 0 - 'Minimum of 2- bedroom Total Bedrooms and Potential Bedrooms.: 3 ;equivalents. t State Review Required?:I No Rate t __ 45.0 minutes�nch Pecolation rate is an average. F� Percolation a_ Avers e_O { Design Flow (Q) = Average Daily Waste Flow X 11.5 Design Flow, Q 675 gallons/day NOTE: This calalation is provided for comparison n £purposes only, fild size has been calculated based Absorption Area —' A =—/ x�t on the Long Terr Acceptance Rate (LTAR) per ` 3 request of Eagle'-ounty. — A = 905.61 sq. ft. of absorption area required 906.00 'sq ft. (Rounded Area)-- - A (Trench) = = 452.80.' sq. ft.. Trench System: 50 a/o Reduction _ y pX' l<qL FA / / / OP / All- �Cr / X Ate; / EXISTD 5 "250 gal. CONCRETE SEPTIC T49K - TO REMAIN EXISTING ROCK WALL NOTES THIS SHEET � SSL 1B - (13) Infiltrator QU16 4 Units - - - VTP2 TRENCH -- ator Quit � ti�pF�T 10' PROPERTY LINE SETBACK / EXISTING SEWER EFFLUENT LINE - APPR❑XIMATE L❑CATI❑N -- SEE NOTES THIS SHEET. <--___ --_- " ZABEL A1800 FILTER PACKAGE `" \ QUICK4 MULTIP❑RT - SEE DETAILS SHEET 2 _ //j - ._ END CAP (typJ _ Tpi 12) Infiltrator Q ❑ick4 Units -- -- ' - _- 4-in. SDR-35 or ` , SERIAL DISTRIBUTI❑N PIPE AT - - ----__ Sch. 40 P.V.C. jo END OF CHAMBERS (typJ - - "____ / rye •oo, ------- --- - o TRENCH 2 TP3 / l 1 ® ck4Un EXCAVATE AND REMOVE YARD HYDRANT AND CURB BOX UNDER 113filtr 10, ui/ ❑BSERVATI❑N OF ENGINEER. VERIFY WATERLINE TRENCH11- 1�I11 ///i ABANDONMENT. SEE NOTES THIS SHEET. — ��\��jj�, GENERAL AREA ❑F FAILED - - ` - �-� LEACH FIELD SEE NOTES ----- THIS SHEET i SOUTHEASTERLY PROPERTY LINE 10 0 10 20 30 GRAPHIC SCALE IN FEET 1INCH = 10 FEET CONTOUR INTERVAL = 2 FEET RECEIVED t' NOTES: CIF 1004 1) SITE SURVEY BY GAMBA & ASSOCIATES, Inc. ENVIRONMENTAL HEALTH DEPARTMENT 2) PERCOLATION TESTS CONDUCTED BY GAMBA & ASSOCIATES, Inc. MAY 19, 2004, RESULTS ATTACHED TO APPLICATION. I 3) EXISTING 1,250 gal. CONCRETE SEPTIC TANK VISUALLY INSPECTED BY GAMBA & ASSOCIATES, Inc., NO OBVIOUS DEFECTS NOTED, TANK IS TO REMAIN IN PLACE AND USE, UNLESS OTHERWISE REQUIRED BY EAGLE COUNTY ENVIRONMENTAL HEALTH. 4 G SEW LINE TANK IS T EMAN IN PLACE. ) EXISTING ER SERVICE NE FROM THE HOUSE TO THE SEPTIC 0 R "-far LIAR Eagle - county _ Site Sol Conditions: too-, porous silt loorrr see Table r Percolation Rate from 4s min.ln: The design loading rate m be based on the Lon Term Ac an g g °� g Cep' ` _ - = = 1 5) EXISTING SEWER EFFLUENT LINE FROM THE SEPTIC TANK TO THE AREA OF THE APtARENT LEACH FIELD IS TO REMAIN IN PLACE, AND BE RE -USED TO CONNECT TO THE NEW above): ) - Rate, LTAR. LTAR is the Maximum Loading Rate, in gallons per squq foot r do far a particular of Sail. _.. y y� r foam, porous sift loam ; ,; Maximum B ABSORPTION FIELD IF IN SATISFACTORY CONDITION. THE DESIGN ENGINEER SHALL t NOTIFIED AND GIVEN THE OPPORTUNITY TO INSPECT T SO C HIS LINE PRIOR TO ANY Design Q (from above) _ 675 gal./day_ Percolation Rate Loading Rote (gal , CONNECTION BEING MADE. IF IN THE ENGINEERS OPINION, THE LINE IS SOUND IT MAY ZEMAIN IN SERVICE, OTHERWISE, IF VISUAL INSPECTION REVEALS ANY OBVIOUS DEFECTS _ Minutes inch) Typical Soil Textures sq. ft_ day) (/=" / � ' - _ OR DETERIORATION, A NEW LINE FROM THE SEPTIC TANK OUTLET TO THE NEW EFFLUNT FILTER SHALL BE INSTALLED. - Absorption Area = �A jj �/* { ,11 _ = n I'L l A Y _ , - - "` --- Soil and Perc Rate Consistq to 5 ravel _'_ '_ Not Suitable Maximum din Rate = Loa g 0 45 gal/sq. ft./day, from Table - Perc Rate 6 Soil Texture Cansis t - 1 , o Me wm Sand 20 1 to 5 --- coarse t a -. t HE EXISTING YARD HYDRANT AND WATER SHUT-OFF VALVE SHOWN ON THE PLAN, TO THE SOUTH OF THE PROPOSED NEW FIELD ARE FROM A 6) T 0 N ABANDONED WATERLINE. A - 1500.00 Sq. ft. of absorption area required = - 6 is 15 Fine sand to Loamy sand o:eo THEY SHALL BE REMOVED BELOW GROUND, AND INSPECTED BY THE ENGINEER PRIORTO BACKFILL. A (Trench) _ 750.00 sq. ft.. Trench System: - 50 %Reduction ''- t `- 16 to 30 11 Sandy Eaom to Loam 0.60 Number of Infiltrator Units R it ENCH 10.0 .ft. un / R ) ( � ) 75.0 0 QUICK4 units nominal ( ) � ` - 1 = 0.45 0 ka 60 Loam porous sift (oam 3 . � 7) GAMBA &ASSOCIATES, Inc. DOES NOT AGREE WITH THE SERIAL DISTRIBUTION METIOD REQUIRED BY EAGLE COUNTY, DESIGN IS PER EAGLE COUNTY REQUIREMENTS. Rounded Number of Units: - 75 `- -` trenches of 25.00 units each 1 '- 61 to I20 Silty Clay Loam to Clay Loom' 0.20 21 feet Wide x 100.0o feet tang �sorrs without highly expansive clays 8) EXISTING HOUSE IS A TWO ROM RESIDENCE, AT THE OWNER'S REQUEST, THEABSORPTION FIELD HAS BEEN DESIGNED T 0 E Q G 0 ACCOMMODATE THREE -BEDROOMS. 900.00 sq. ft. of trenches Actual number of Infiltrators for' uare' field trench = 75.00 units `- _� 9) THE EAGLE COUNTY ASSESSOR'S OFFICE PARCEL NUMBER IS: 2465 023 00 007. 10) THE DESIGN SHOWN ON THESE SHEETS HAS THE CLOSEST INFILTRATOR "QUICK4":HAMBER TRENCH APPROXIMATELY 4-feet FROM THE EXISTING ROCK WALL. AT THE CONTRACTOR'S OPTION, AND IN THE CONTRACTOR'S SOLE JUDGMENT, THE INFILTRADR TRENCH MAY BE MOVED AS CLOSE TO THIS ROCK WALL AS SAFETY AND WALL INTEGRITY PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING OR RESTORIN(THE EXISTING WALL AT THE DIRECTION OF THE OWNER. 11) THE EXISTING LEACH FIELD HAS FAILED IN THE AREA SHOWN, ALL MATERIALS EXGVATED FROM THIS AREA SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND EAGLE COUNTY REGULATIONS. 12) ALL ELEMENTS OF THIS INDIVIDUAL SEWAGE DISPOSAL SYSTEM (I.S.D.S.) SHALL BECONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE MANUFACTURER'S RECOMMENDATIONS, AND EAGLE COUNTY ENVIRONMENTAL HEALTH REGULATIONS. N ELEMENT OF THIS SYSTEM SHALL BE BURIED PRIOR TO BEING INSPECTED BY THE DESIGN ENGINEER AND EAGLE COUNTY ENVIRONMENTAL HEALTH INSPECTORS. j 13) EXISTING DECIDUOUS TREES TO THE SOUTH OF THE EXISTING ROCK WALL ARE TCBE PRESERVED OR REMOVED, AT THE DIRECTION OF THE OWNER. IF PRESERVATION OF THE TREES DICTATES RELOCATION OF THE TRENCHES A GREATER DISTANCE THAN FUR (4-feet), THE ENGINEER SHALL BE NOTIFIED PRIOR TO COMMENCEMENT. 14) THE INSTALLATION OF A SEPTIC SYSTEM CLEANOUT PORT, NEAR THE HOUSE, IS FCOMMENDED, IF NOT ALREADY IN PLACE. DETAILS OF THE RECOMMENDED CONSTRUCTION ARE PROVIDED ON SHEET 2 OF THESE PLANS. 0 t- iu w N • U N !! N G 0 ZO � UO � (3 ..� Z �N Z Wa N m Wo z �Z r C o U�J W.Wi 0M �a _ VJ QX O o OO �Z �QZ �°m �IL ^i - � �W� N 0 O W; AIn �O nZ v U 0! �r � II a � _ H CL ca m z � 0 m o V H r_ v g o "Cr �— r cm �a o v � � Grp V11 U �- _ C w Q w_ 0 . -e 0 N W � s C O. a II C N S � w J ,,-, LU Z � 3: U W V) N A 'C•, �4°'�ar� tom"~mow g C, �- co 0 =m U w a m 09 ra— m _ N 7 m cm 0 W N a W a la a 3 -a d 09 0 w o a o � > LU0 8' COVER (OVER TOP) (MAXIMUM) NATURAL GROUND A ti\f/\%/ "QUICK-4' INFILTRATOR LEACHING CHAMBERS ONLY:- Y COVER TRENCH #1 A SHALL BE 12 UNITS LONG (OVER TOP) TRENCH #1B SHALL BE 13 UNITS LONG (minimum) = i TRENCH #2 SHALL BE 25 UNITS LONG TRENCH #3 SHALL BE 25 UNITS LONG. �� BACK FILL WITH EXCAVATED MATERIAL —� . (SEE INFILTRATOR INSTALLATION INSTRUCTIONS) ° „ ° A ° \ \\Z\ TYPICAL CROSS SECTION OF INFILTRATOR "QUICK4" TRENCHES Vot to Scale INSPECTION PORT (tyP-) — SEE DETAILS THIS SHEET. (SEE PLAN VIEW FOR LOCATIONS AND NUM3ER) 8' COVER NATURAL GRADE BACK FILL WATH EXCAVATED MATERIAL — (typ.) (max.) (SEE INFILTRATOR INSTALLATION INSTRUCTIONS) INFILTRATOR UNITS- \ orroi� I f OF TRENCHESNMAY VARY INSTALL QUICK4 (min.) \�\ /�\\J% MULTIPORT END CAPS AT BETWEEN CHAMBERS \ j%�%f f/\/ \\`/f1/�\�f/\ ALL ENDS OF TRENCHES \ \ \ (typ.) — (8 REQUIRED.) "QUICK-4" INFILTRATOR LEACHING CHAMBER ONLY — IN Ill TRENCH BOTTOMS SHALL BE FLAT FOR SERIAL TRENCH CONFIGURATION — 12 UNITS & 13 UNITS IN ENTIRE LENGTH TO WITHIN 0.05't (typ.) FIRST TRENCH, 25 UNITS IN SECOND AND THRID TRENCHES EACH = 75 UNITS TOTAL. TYPICAL END SECTION OF INFILTRATOR "QUICK4" TRENCHES Not to Scale INSPECTION PORT (typ.) — SEE DETAILS THIS SHEET (SEE PLAN VIEW FOR LOCATIONS AND NUMBER) TRENCH BOTTOMS SHALL BE FLAT FOR ENTIRE LENGTH TO WITHIN 0.05't (40 r COVER (min.) I 1 1 I UT IOVABLE CAP — kILS THIS SHEET. 24" CAST IRON LIDS (typ.) PIT SECTION STANDARD 20" METER DEPTH IS APPROXIMATELY 8' FROM%1 CONCRETE OF DRIVEWAY. TO ZABEL EFFLUENT FILTER I PACKAGE — SEE DETAILS R SHEET DUAL DISTANCE I 34't CONCRETE INLET BAFFLE CONCRETE BOX ENGINEER TO INSPECT AND OUTLET VERIFY MATERIAL, SLOPE, AND CONDITION OF EFFLUENT PIPING BEFORE ANY CONNECTION IS MADE. IF IN DOUBT, NEW PIPE IS TO BE INSTALLED. CROSS SECTION OF MSTING 1,250 gal. CONCRETE SEPTIC TANK - TO REMAIN, UNLESS OTHERWIE DIRECTED BY EAGLE COUNTY ENVIRONMENTAL HEALTH. Not to Scale INSTALL 'QUICK4' MULTIPORT END CAPS AT ALL ENDS OF TRENCHES (typ.) — (8 REQUIRED) GLUE MAGNET ON INSIDE OF IRRIGATION BOX UD — TO ALLOW MAGNETIC LOCATION. FINISHED GROUND SUP —ON UD — NOT GLUED. 6' (min.) J COMPACTED ROAD BASE 3.5 (min.) to CROWN of all gravity Imes. GLUE MAGNET ON INSIDE OF IRRIGATION BOX UD — TO ALLOW MAGNETIC LOCATION. FINISHED GROUND 041 CIRCULAR IRRIGATION —STYLE VALVE BOX do COVER — UD COLOR PURPLE OR GREEN — LABEL 'SEWER' — 6' (min.) 2—WAY 'WYE' EFFLUENT LINE — 4' SCH. 40 P.V.C. OR 4' SDR-35 P.V.C. SUP —ON UD — NOT GLUED. �— CIRCULAR IRRIGATION —STYLE VALVE BOX do COVER — UD COLOR PURPLE OR GREEN — LABEL 'SEWER' 6' (min.) COMPACTED ROAD BASE / TRENCH SIDE \ INFILTRATOR NO SUBSTIUMONS ATTACH 4—inch Sch. 40 P.V.C.RISER PIPE TO THE TRENCH BOTTOMS TO BE FLAT FOR QUICK4 CHAMBER PER THE MANUFACTURER'S ENTIRE LENGTH TO WITHIN 0.05't RECOMMENDATIONS INSPECTION PORT DETAILS Not To Scale ZABEL EFFLUENT FILTER NOTES: 2—WAY CLEANOUT DETAILS THE SPECIFIED EFFLUENT FILTER IS MANUFACTURED BY ZABEL ENVIRONMENTAL TECHNOLOGY. Not To Scale NOTE. THE 2—WAY CLEANOUT DETAILS SHOWN HERE ARE RECOMMENDED FOR INSTALLATION AT THE APPROXIMATE LOCATION SHOWN ON SHEET 1 OF THESE PLANS, IF A CLEANOUT DOES NOT ALREADY EXIST. IF ADDRESS AND CONTACT INFORMATION IS AS FOLLOWS: A CLEANOUT IS ALREADY IN PLACE, AND FUNCTIONAL, THIS DETAIL MAY BE DELETED FROM THE APPROVED ZABEL ENVIRONMENTAL TECHNOLOGY PLANS. P.O. BOX 1520 CRESTWOOD, KENTUCKY 40014 PHONE: (502) 992-8200 FAX: (502) 992-8201 TOLL FREE: (800) 221-5742 web: www.zabelzone.com THE PARTS CAN BE ORDERED DIRECTLY FROM ZABEL OR FROM THEIR WEBSITE. i THE EFFLUENT FILTER AND FILTER BASIN COME AS A PACKAGED UNIT: Effluent Filter Package: A1800-4224T-635-FP. THE FILTER BASIN RISERS COME SEPARATELY: Filter Basin Risers: RB-R-26xnn Where "nn' for a 6-inch high riser = 6,12-inch riser =12, etc. Riser(s) are to be installed to bring the lid of the filter basin to the surface for ease of maintenance. In the ZABEL product catalog, see page 57 forgeneral information, see page 172 for Technical Data. See page 202 for Pricing Information. ANY ALTERNATE FILTER AND FILTER BASN MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. EXTEND FILTER HANDLE TO JUST UNDER ACCESS LID FINISHED GROUND INLET TO FILTER BASIN — FROM EXISTING SEPTIC TANK FILTER BASIN LID — SET AT SURFACE FILTER BASIN RISERS RB—R-26xnn WHERE "nn" IS THE HEIGHT OF THE RISER. OUTLET FROM FILTER BASIN — TO CONNECT TO TWO—WAY "WYE" 2—WAY "WYE' SET HORIZONTALLY ZABEL ZABEL 26 in. DIA. BY 38 A1800-4x22—VT—B35—FP in. HIGH FILTER BASIN EFFLUENT FILTER IN (RB—BAS-26X38) 26—in DIA. FILTER BASIN. SECTION THROUGH ZABEL EFFLUENT FILTER & BASIN Not To Scale OUTLET FROM FILTER BASIN — TO CONNECT TO TWO—WAY "WYE" INLET TO FILTER BASIN — FROM EXISTING SEPIC TANK TO TRENCH 1A 2—WAY "WYE' SET HORIZONTALLY ZAEEL FILTER / BASIN ZABEL A1800-4c22—VT—B35—FP EFFLUENT FILTER TO TRENCH 1B PLAN VIEW OF ZABEL EFFLUENT FILTER & BASIN Not To Scale C**44 I, H W w V) • N Cis �0 Z0 U0 No U' _ Z O IL m w Wa W 0 N �Z G3 ~ W J V°� Qc� s 00 sa L �W Q! �z m �O U dZ �d �1 - �W � a o" m .. It1t N, 1M .j Lh � IGZ �Z do NZ a � v ca m Z in 0 2 10 U ILA H H o 41. m a o m._ V 0 � G� w w Q —, o m a N a d C 30 o= W aai N O N O o • v C _ z o� w V F- w LLj z U w 2 '•S. y