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HomeMy WebLinkAbout02574 I , GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2574 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Owner's Name Monte Senor Present Address 0421 CR 237, Silt Phone 876 -5003 System Location 0330 County Road 250, Silt Legal Description of Assessor's Parcel No. SYSTEM DESIGN / / �� G �� �� , �.2 r 0 ✓ o ptic Tank Capacity (gallon) Other / • , 33 y , �ih � P erco l a ti o n Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached /4 1 M -0 f � t �c '1 T e r - i / - v X 37 Special Setback Requirements: �� / r Dat e2 /i /9' 9 T Inspector ' 74 ' El/ (7 / 71 e S ) U 1 FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ©LO/t'E Septic Tank Capacity /02S0 GM{ Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surfaced — Gt// »' a �..e /7ye.10 /iv6 Absorption Area 7 j /1/175 - 3Atras � 7071 Absorption Area Type and /or Manufacturer or Trade Name /7✓t/L f' Adequate compliance with County and State regulations /requirements 't S Other Olt 72' COW Date 7"7S - 9"G Inspector J'+0I44 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS; 1. All installation must with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning off ice shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Clan I, Petty Offense ($500.00 fine — 8 months In )ail or both). • White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL, SYSTEM APPLICATION OWNER /170/€4 ADDRESS___ t 6 03 j 7 5'�/ PHONE 1j x - CONTRACTO Q ADDRESS /l✓I3( 530 , ? ' e PRONE 907 - PEILMI'T REQUEST FOR (%} N INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY COUNTY Near what City or Town / v� � S/iiz'' of Lo /%cees Legal Description or Address t utee( ' /r — i�G� a� . , CAC £6 - WASTES TYPE: c,r) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTI IER - 1)E CRIBF BUILDING OR SERVICE TYPE: 9/2 e £ a/ fr • Number of Bedrooms Number of Persons pcf Garbage Grinder ( ) Automatic Washer ( ) Dishwasher SOURCE ANITYPE OF WATER SUPPLY 01 WELL / ( ) SPRING ( ) STREAM OR CREEK Give depth of all wells within 180 feet of system: /�Uti If supplied by Community Water, give name of supplier GROUND CONDITIONS: Depth to bedrock: �O y Depth to first Ground Water Table � /A_ 40 ex Lu /7 -ut #`' Percent Ground Slope DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: f' Was an effort made to connect to community system? ( ) YES ( ) NO TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE___ FINAL DISPOSAL BY: ( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER- DESCRIBE Al/ /C'ee WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 2 PERCOLATION TEST RESULTS; (To be completed by Registered Professional Engineer) Minutes per inch in hole No. I Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. 4 , 4 c&t- Namte, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and famished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terns and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. 1 further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed___I � Lrt�'�- Date 9)4 /s'2' PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 1 . 1 • 1 Individual Sewage Disposal System Design 1 For Senor Residence 1 1 1 Prepared by Jefferey S. Simonson, P.E. 1 1 for Monte and Kathy Senor 1 1 June 26, 1996 1 1 1 1 1 ENGINEERS SURVEYORS cM 1 (970) 945 -1004 SONMUESER 118 West 6th, Suite 200 FAX (970) 945 -5948 GORDON MEYER Glenwood Springs, CO 81601 June 26, 1996 1 Mr. Monte Senor I 0411 County Road 237 Silt, CO 81652 I RE: Individual Sewage Disposal (ISDS) Report Senor Residence, 0330 Road 250, Garfield County, CO ' Dear Monte: I Per your request, Schmueser Gordon Meyer has evaluated the design of the proposed septic system to service the residential flows from the proposed Senor Residence located at 0330 County Road 250 in Garfield County, Colorado. Based upon conversations with yourself, we ' understand that the design of the individual sewage disposal system will be designed fora four bedroom home. We have conducted an on -site soils investigation (ie., perc test), and have attached the results herein. We have identified an average percolation rate for this property to be ' 33 minutes per inch. The soils investigation did not identify the presence of ground water or bedrock within the upper eight feet of soil at the site of the disposal field. A summary of the observed soil types identified that the septic system (or leach field system) is to be installed in clay and silts identified as being moist, Tight brown, and slightly porous. Based II upon the percolation test results and the soil observations, it appears that a standard leach field system can be installed on this site. This, of course, assumes that setback requirements can be met in accordance to Colorado State Health Department regulations. Accordingly, we have I attached a table from the Colorado Department of Health ISDS regulations which identify the required setbacks for each component of the septic system installed. I The proposal for this site as far as method of disposal considers the use of a standard "infiltrator" system. This system, as proposed, will be installed in a trench -type fashion. Accordingly, we have attached manufacturer's product information regarding the infiltrator and the infiltrator I system installation. To briefly describe the septic system as a whole, it is proposed to collect the effluent from the main waste line from the house to a 1250 gallon septic tank. Please note that this 1250 gallon concrete septic tank does have alternative installations available. These 1 alternative installations can be considered, considering the fact that no evidence of high groundwater is present. The alternative installations that can be considered with this type of septic tank is that of a fiberglass septic tank also equal to 1250 gallons. We have not provided ' information as to a specified manufacturer or product line for fiberglass septic tank. 1 1 1 . 1 Please note that the septic tank must be located at least five feet away from the residence. In addition, the effluent line leaving the house and going to the septic tank must be straight in alignment and straight in grade. If it is deemed necessary that any change in alignment and /or ' grade in this main line from the house to the septic tank is required, a cleanout will be necessary to accompany the installation. This main line coming from the house to the septic tank must be a minimum specification ASTM 2729 PVC pipe of minimum 4" diameter. The grade of the pipe must be at a minimum of per foot. If it becomes necessary that the main line must cross a traveled area (i.e. vehicular access), we would then recommend that the pipe specifications I increase in strength to no longer utilize an ASTM 2729 designation but rather use a Schedule 40 PVC. 1 To compensate for differential settling between the septic tank and the incoming and outgoing piping, we would recommend that the piping coming into and leaving the septic tank be sleeved in a 6" diameter cast iron pipe or Schedule 40 PVC. Once the effluent line leaves the septic tank, it 1 will need to proceed towards the infiltrator trench system at a %" per foot grade. Again, the minimum diameter of this pipe would need to be that of 4 ". We would recommend that, from this point to the infiltrator system, location of the infiltrator system and piping be coordinated such that no vehicular access is allowed over the piping or the infiltrator system. Additionally, with this recommendation, we would then maintain that the ASTM 2729 PVC piping be utilized. II For the disposal system itself, we would recommend that three infiltrator trenches be installed. We have attached our calculations which define the length of infiltrator trench necessary as well as the number of infiltrator units necessary per trench. The closest spacing that the infiltrator units 1 can be installed is 10 feet on center. The infiltrator units must be placed in a flat trench. We have attached a sketch which identifies the typical piping requirements to equally distribute flow to 1 each of the infiltrator trenches. As previously discussed, we have attached the manufacturer's literature regarding the infiltrator system. With that manufacturer's literature is a detailed list of instructions regarding the septic system installation. You will note that the backfill required over 1 an infiltrator trench is that of native backfill. This native backfill is acceptable for fill over the trenches as long as 6" and larger rock is not allowed in the backfill. The minimum requirement of 12" of cover over the infiltrator system is also identified. Please note that the infiltrator must be installed in an excavated trench and not in fill. As mentioned throughout this report, a number of attachments are included with this report. 1 Please find the following list which identifies specifically the attachments in order: 1. Calculation of leach field and septic system sizing. 1 2. Table of minimum horizontal setbacks. 1 3. Percolation test results. ' 5. Schematic plan view of septic system installation. 6. Sketch of the standard infiltrator chamber. 1 ■ __._ SCHMIJESER GORDON MEYER IA' - 1 . 7. Infiltrator manufacturer's literature. ' 8. Septic system installation instructions (from Infiltrator manufacturer literature). Some general notes that must be mentioned regarding any septic system installation are as ' follows: ' 1. All materials, installation practices and setback requirements shall comply with Garfield County Individual Sewage Disposal System Regulations. ' 2. The infiltrator trench shall be constructed so that the bottom level of the trench is ± 0.1 inches. Place trench in natural ground, no portion of the trench shall be placed in fill. Once backfilled, provide positive drainage way from the trenches. 1 3. The area disturbed by construction shall be reseeded by native grasses to prevent erosion. 4. Use risers as needed to bring septic tank access hatches within 6" of finish grade. ' 5. Locate septic tank such that the access to the tanks can be accommodated for future pumping. ' 6. The contractor and owner shall take whatever measures are necessary to assure that (a) the septic tank and sewerlines are completely water -tight to prevent infiltration of groundwater into the system, and (b) the system is installed to 1 prevent freezing of the gravity sewerlines. ' 7. The engineer and Garfield County Department shall be notified when construction commences and kept abreast of the construction progress so that sufficient inspections can be performed to assure conformance with this report. 1 8. It is the contractor's responsibility to verify all locations of utilities and setbacks that may be affected by the installation of the septic system. Verification of all ' utility locations shall be made with the appropriate utility company. 1 9. Substitution of materials (i.e., pipe, tanks, etc.) is acceptable provided verification and acceptance by the engineer and the Garfield County Building Department is made. ' As you can gather from reading this report, we are leaving the specifics, (i.e., exact location, grades and elevation) of the installation of the system to the contractor and /or yourself. It is ' important to note, however, that the location of the septic system must be provided in the same general location of that identified with the boring logs of H -P Geotechnical. In essence, if the 1 1 septic system is located on a site different than where the percolation test was taken, verification of the pert rates must be made by SGM prior to final installation of the leach field. If it is determined that the information as provided is not of sufficient detail for your contractor and /or yourself to construct the system, please notify us immediately and we can provide a detailed construction plan for the system. To accommodate such a detailed construction plan, SGM ' would have to coordinate with yourself collection of detailed topography in the area of the proposed septic system. Aside from the comments just made, I hope this information is of sufficient detail to accommodate your needs in installing this septic system. If you have any ' questions or comments, please don't hesitate to call. Sincerely, 1 SCHMUESER G 1 RDON MEYER, INC. `" ,pnuunn,u, /y �� te*A.Ce oy:o s :P• Ni II / Set rt. t r r • �•�1' Jee S. Simonson, P.E. J SS:Ic /99999A Enclosure 1 1 1 1 1 1 1 1 1 SCHMUESER GO4r) 'I n ,r ' INDIVIDUAL SEWAGE DISPOSAL CALCULATIONS FOR SENOR RESIDENCE. 0330 ROAD 260. SILT MESA. GARFIELD COUNTY ' 1. DETERMINE FLOWS: 4 BEDROOM IN PROPOSED RESIDENCE 2 PERSONS /BEDROOM /DAY 1 75 GALLONS PER PERSON PER DAY TOTAL AVERAGE DAILY FLOW = (4)(2)(75)= 600 GPD 2. FROM CTL THOMPSON REPORT: PERCOLATION RATE FOR DESIGN 33.0 MINUTES PER INCH 1 3. REQUIRED SEPTIC CAPACITY: FOR A 4 BEDROOM HOME= 1250 GALLONS 4. DETERMINE FIELD AREA: FOR ABSORPTION: WHERE: A= ((Q)SQRT(T)) /5 A =FIELD AREA A= ((600)SQRT(33.0)) /5 Q =FLOW RATE ' A= 689.34 SQUARE FEET T= PERCOLATION RATE 5. PEAK FLOW AT 150% PER COLORADO DEPARTMENT OF HEALTH REGULATIONS AND ADJUST FIELD SIZE ACCORDINGLY. A= 1.5x689.34= 1034.01 SQUARE FEET ' 6. AREAL ADJUSTMENT TO BED SIZE FOR USE OF INFILTRATOR. DECREASE AREA BY A FACTOR OF 50% 1 A= 1034.01x0.5 = 517.01 SQUARE FEET 7. AREAL ADJUSTMENT TO BED SIZE FOR WASHER AND DISPOSAL. ' (FACTOR BY 1.4 AND 1.2) A= 517.01x1.4x1.2= 868.57 SQUARE FEET 1 8. DETERMINE AREA OF EACH INFILTRATOR TRENCH. (ASSUME 3 TRENCHES) A= 868.57/3= 289.52 SQUARE FEET/TRENCH 1 9. DETERMINE NUMBER OF INFILTRATOR UNITS PER TRENCH. (USING STANDARD INFILTRATOR CHAMBER WITH 18.75 SQUARE FEET PER UNIT) 1 NO. OF UNITS= 289.52/18.75 = 15.4 UNITS/TRENCH (USE 16 UNITS/TRENCH) 10. TOTAL UNITS IN INDIVIDUAL SEWAGE DISPOSAL SYSTEM: ((,, 1 16x3= 48 INFILTRATOR UNITS (STANDARD INFILTRATOR �0 CHAMBERS) 1 1 a) I . W T N i[ .-1 X N 4( N 1-1 f-1 O O ZC N U x U f- - U al u m.i E N Cl a _ 7 0) VI VI tn in 03 U O 11 X ✓l X it O if 0 N (v N N N 03 • N ✓1 * in N rl H N N W y (O H L 1 DO O H 3 u H 1 H ,i m 0 y 0 M U ( T 44 Et 1 ( O H 0. 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AN TAGES - CHOOSE • ' I N F I LTRATORTM . 1 GRAVEL AND PIPE 4,c0 Backlit' w' Cover Moleriol A" Perforated Pipc. . ` >. - May allow silt ' University studies prove ., • Intrusion rove intrusion Oiat it does not give even distribution 1 f . - e�je Stone or gravel II rat �.: • w'� (4% supports soil and Ine e +>� a •• P 4h „w 41.4rA ;�� It provides limited surface biomot formation 1U5 ;1 ' relb • II:frgr 1 t i f �u p stoage o no 4e♦ •rP �. S'� •IDLSa ix :e hf •L S R�Ly a 9 f ' v 'p e y •ed' 1 Hd ?r • "'�•�'` ' ''`4 STONE M Stone Masking ��- •�:! s� �L • /�,rf, infiltrative surface ” " °' % , r-P `- .. LIMITS INFILTRATIVE CAPACITY >:. • 1 Compaction from . �,� 11s - - ; ,13s„ Unmasked effeclNe gravel emplacement - / Native Soil infilttiv rae surface reduced infiltration rate • Solids build up In 1 Masked zone - spaces between gravel. limited infiltration f limiting Infiltration PROBLEMS WITH GRAVEL: T a Reduces Infiltration rate 5z0% to 6O% - ' i ' a.R, .its ‘ • ‘ , i ' • Handling and waste ..� • Site damage Blomat IN Cost Water disperses Oil . r,,, k h . 410 , fr. I beneath stones ./..1 THERE IS A BETTER WAY ... THE INFILTRATOR InfiltatNesulace I DESIGNED TO SOLVE PROBLEMS , ,, - ,. , ® Backlit' s +Cf.3 INFILTRATOR` Units ., r ° +7-% 1 Available In Standard or High Copoctty r ; „ �' No vertical silt • � u ' ; z intrusion storage volume • ,itis '"t i..� 'v �`' s ` more than 2 times `- ;°s = - ' n • 0 ',� • . - �- . •. ,t• Micro-Leaching Chambers than a gravel .: ! ` �Qp It 3 d (NO need for geote>niles) 1 trench of equal size . � : `d + d 9 i ri �-t n : C � ' i �. - •J e Native Soil g ' /l - -, i „ � , 1 Side wall designed to minimize masking • S effect �' 4 a, � ti . ' Entire bottom al t f .v . ' MICRO-LEACHING CHAMBERS • trench provides - `` —__ perfect unmasked - Ribs - create additional infiltrative surface �� 1 voids for biornat ------- ---____1 __ Prolectne rib prevents — 1 STANDARD HIGH CAPACITY soil backfiil intrusion -- .�,��� sPi. cif Ic ATION5 I INFILTRATOP_' INFILTRATOR` and crudes voids for optimal tiiornal formation ) k3 �` ,.,, rims � .” 1 .!'l COMPAR E UNMASKED INFILT • IVE.AREA 1/ Documented research has clearly dem- g ' 'xgOiTCM`AREAONirl t t �s S,,, onstroted that the INFILTRATOR'" chamber INFILTRATOR' provides an optimum infiltrative surface for ' Qiomber BOTTOM AREA leaching systems. Many slates have already fi v recognized this and granted system size re- Standard - fOM 'f - -_-, � ductions accordingly. • ' chamber mbe chamber : BOTTOM &SIDES The graph shows that INFILTRATORS' " have twice the effective infiltrative surface area BOTTOM `f= per linear foot. This is based on a 36" wide ' Pipe , .... trench with 6" of gravel below the pipe, and Grovel BOTTOM &SIDES assuming 50% gravel masking, compared to Standard and High Capacity INFILTRATORS'" I o - t n.= 2 n.= 3 n.= 4 n.= with 50% masking for INFILTRATOR'" sidewall, and no bottom masking. UNMASKED INFILTRATIVE AREA fY /linear 11. • , , . � ,' as : J.INSTALLATION WAS�NEVER. • EASIER! ' Mt ' - t - < � u 4 x 1. Ex r' ._ n .ie trenches and prepare infiltrative surface: � j - � Y, ,; ,, 2. Screw the end plates in place and slip INFILTRATOR'" units t n- S� y b P - 4 -� ' together to form desired trench length. � ' " r� �n m 3. Run inlet pipe thru inlet end plate (pipe does not extend the _ r - s U . 21 entire length of the system), and backfill with native material � �a (18" depth for H -20 and 12 for H -10). ' . _„{._ ._ „ (Detailed instructions available.) • ALT ERNATIVE INST - LTIONS = INFILTRATOR'" CHAMBERS ARE GREAT ' FOR MOUNDS AND PRESSURE d , .-a. - 4 DISTRIBUTION TOO! L—' _ A MOUNDS . can easily L •• i �� . *s,. INFILTRATOR S'" ,, S4 replace the gravel In mound — r i G y N i � Si . iv d — 4, c • 0 ,I. - c 9• 99 V 0.1 A % , 1 1 So Y - 6 J 6 c is �� •\• ••,L , J t fill systems, in either a bench �. \ 4. - F� or or bed configuration h „ ? _ 0 < 0 v.A 137"- *-c-- Pfackrin n_ Collalion is m uch easier with no dornoge� s o © �� j' Specified f a1 k> the infiltrative surface. The site prefxrration. -e� , V-.4, i(y(nnrl c :< n rstructlonof the rnoun , cl �c'rn is �` ° ' e a . ri ,! rin g 1 l c nh + 1,y state r nrI 1 IrJrH1Rf;( >r. 4 .` ,� , Stroh H I r5', I 'i 11.' nrl 7ina1(:r <u; ■ . 1 1 1IF.O.T.RAtORST "AR E IE AND Ems ,TESTED INCREDIBLE STRENGTH `* " 4 4 ; • 'NI It IRAIOI!' chambers ul n 1014 Irani 0 high densely poly iit Sri � v /311)1 I(ne 011(1 me inIpoNi II 10 au 1,r np( of woslowoler ` ,_,� r ., 'yf T f'i. c e I 111 y hove P ert() slruc turoll tit by o Registered Professional . n d �� + 1� �� � '� '- 1 - 1 3 1: At ...• - bF ., :Y t .i t 'm.�. A 1 nguEer - :r and ore avadohlt, I!11 do /3, rating Of H - 10 (16.000 , #" - . IPS /oxle win, 12 0l compacted cover) or 11 (32000 lbs. /ozle ,_ � , • ' wilh 18 - of cover). '' 1 t -- z.• • pw f r ' � klfw � , :T HE I NFILTRATOR T " " SY � j � „ T _ y: } HAS ADVANTAGES EVERYONE ' tie 1 � , ■ A high pe rformance, state of the art system. s lA. 1 Double the unmasked soil interface area compared to gravel systems ' n t I O CornFl,ete s ystem delivo: +:d 10 one pickup truck. r,‘ . ■ Fr)st & l (s; irlstralction a 1 '1 °' E x& r -in. , cry: • t linlirll)t un pnctioro r R.:aov eitect one moss caused from gravel c) P o'-ceA n v ec v � r pero wJO cr pnr < e - 1 „' 00 i II Easy II15peclion. own Dole ol n.o.,Aoc to e Snout) a o^ < n/ia rr..W p'cbw nrn pT nn Sn Iz e o ,• bneen (1 S) tlon InNIw.�. Snlo'1•. - .: ronnv c Icv+lx_ v nI Inr. ■ Siructurolly strong. H -10 and H -20 load ratings. Balm Systems !DEAD sr.:scrims:Acc :^»e• Tr <. colt of PennADI w.: rrr0 ' In'inNatc,n a 1C Vni P. ■ Approved by U S. Department of Housing and Urban w)111E 'NAPOAN1. inS,wr , Rwn:D..,c: IS E xaDSra 41E14 API NO 0 WARRANTIES war MSNIC I TO 111E UN i> irlAUCfiNG NO wNNLN+TIES Ci Development - Federol Housing Authority. M[RCNAMAalnvon 0xrrnj4ss ten A P4.nrcuw+w0TOSE 111E wiz, PANTY DO[S 601 EXOEND 101 rr_IDErOALCONSEOUENITAL SPSCIA( G” INDIOECI DAMAGES 111E COna0N+V 91A(l NOT BE LIAM [On PENA(rIE'. ' ■ Complete technical bock -up information is ovailoble. oREIooDA1rD OAMAGES INGIIIUIrMOSS Or a Pl +D K'o [115 IABOR AND MAR TANS OvEROICAD COSTS OR 0THE n LOSS oo E V BLADE INCURRED BY BUMP SPECITC.AllV E*CIUIXD DOA wMnunl COVERAGE An[ DAMAGT 0 111E Ur.!is DU 10 O'+DNN+V oEAn N +D TEAR. At1ERATON, ACCIDENT Sr[ ABUSE OD MGLECI O( 11.E LA NS STORMWATER;MANAGEMENT NI 4 BEING SUB(CIED 10 0 SrIASSES GrrEAR0 MAN BIOSE x2N 5 r. CBIBE0 IN THE INSIALCATOTT NSTPUC &L BIT LA [I.IE Ail BY afhR or w.PROPER MATERIALS iNIO ANA; r5 O+ NJV 011irr EVEM ICI T HE INFI LTRA T OR ' A Nil O SS 0 " [ 2 4 0 E N THE i s / IN c P X rX9x104 .0 fopn !TS NSINLenr CA 9.!: 1x NMI? 9150(1 PL 506 MSr'O'+9E1E [On f 44,4)01141- Rc; ug,;_D.rcl rl 111E S5R1e CC' I The IN It is a complete systems opprooch to stormwoler D N ACCOITDATA 1 :ND NI !A ( :m1 N+D R[>UTAnI(JNS rnonogernent that gives 11.0 engineer tremendous design free- (0) 1XJ r>Ern[yw IM oi IIII$ VIN+RNJTY V+ 01 ‘.,:-..1;),, 11 dom to meet the needs of the individual site. The engineer can use ro ry NO w rn cx11 ,IN/y [114 ' III uni ts combined with stone for shallow or deep systems that meet - any requ rornent for storm and treatment, require no heovy equipment except o backt!c for installation and ore highly cost DOW by effective /l r /L 1tall( 7 steerrl. - : :^.tor broch is available urxmn 1 100',1 11 you NovO sp ^`- problerns or queslions i c011 INFI11 PA1OR 5 STE Or your loco) distributor. II 1 Th mk t"! -1/4.1 , i 1 • i .�, - 'I • 1 SEPTIC SYSTEM INSTAL INSTRUCTIONS 4 LI I FNCOVate and level 3 wide benches [] Screw closed end plate in downstream end of last unit le hold in ploce NOTE For serial distribution or to loop the pi Prepare trench Lc lIom and sides in accordance with trenches together, use on open end plate of the down- I state Ond local regulations (InfilitOtO( Systems recommends stream end of the trench. and run o pipe from the opening raking sldewob and tx,tton infiltrative surfaces to eliminate to the next trench smearing ) lill All side wolf ore() to I.Ln 6 .- - ' El Screw splash plate on ballom of open end plate . lop of slots with native soil d • r4 • r- - Wolk" fill into place to • t i - *4_ a. r .1 ^," 13 Screw open end plate Into Inlet end (without interlocks) give proper support of to - of first INFll lI2ATOR" � chamber with splash plate extending sides THIS IS VERY 4 so i •, • - n � I Into unit IMPORTANT TO ACHIEVE �1 yc ; • FULL STRENGTH f9 '� — '� sand, since loose sond �� 4x' rr:1:Kr' r. . f t* Mtt* ?� r' t # ' : M, i `� ! =l L D `" L oY v um 1J = wA .. z -c3�ea C f Eio •* �} `' Rzs ., ,'* * I CSI cov o Icr ` 'son.- f ♦ . r i sF r 1'. r ��� J ' Li ' T J r> s 4 %_ > 0.- ...ic ! for H -10 u an 1 f +,• i , ' , fi 4T, ` • H -20 units. Avoid large ''��"nW sf . � ' _ ,��� fs u r •v w ' ' t ` rocks in the bockfilt ma- .s. 5 •' 3 " I N y E A z C -e...„ * r4 . E �} 1 terlal CAUTION: Avoid `zcr. .,,,A1161.` s • ys t . L sR C • L, .,` „ ti'�`Si `. -1_r vehicle traffic on system \rte of� y {,;,: ' k7''�• • I. < o !" 6- ( �1```�1 t- -a a9 during construction since knr -� S - :S • Y %!)‘;' ran R 4 f��,. oil has not sealed Thls is "�~, y 4 � 4.iy ` i � ' : ` � V i, l,l - U ' � ' -? .. particularly important in °?a.,xs ��.,'� �/t "� ctt (11‘ r s � Ii t � :, r £ b + i '` 1 r t d .i' `q , ��r • • �� 1.7 A`� ,-.1. f offers very little structural ,-e r • - • Y % ti - _F 'x ; I" 'Ca ‘s y support. Most stoles advise - —Y -_ir` -SONS. avoiding vehicle traffic to prevent compaction of the in(it- ' ILI Place first unit in the inlet end of trench with interlocks Irotive surface. (After proper depth of cover is compacted downstream and settled, INFILTRATOR" leaching chambers will then support vehicle weight not to exceed 16.000 Ibs per axle for ri Run distribution pipe through inlet opening in end plate ii units and 32.000 Ibs per axle far H -20 units ) ' h but not beyond splash plate Single screw may be used to old in place Pipe does not normally run the length of - system. ' ' r/ ,t �\ Slip INFILTRATOR" 1 i •j a � E _ �� , ,� ■ units together, fully en- t , . � 'T � ' . ' / I1,I I(��1y- gaging interlocks to form i S t -- 1 j� t desired trench length � � ,+ , Es? -� f *� . • L {v '�' y� �l �. � o r . taints ham ri� l {• ¢' St, ITT r ' � • i 2 , 1 � ' y t' " Lx ca n un _r afwrt 0111(19 es ; e c m 1:4 i • l f ti L • rI 4 tiJ r '{�'%' i� . : '1 . f r r S Icllor a IPr 'Sr,`• '''"i!',-.• , tr�'f +• :A.,- t •. ---- • t ' . II \` f,y� / -. r r'111 ,r IrCr ] li t ,'I IIS � y ' g „ /i"�'•'i .- • �`. ...ti b e � r, ,, r l ,C _ r K Fn' �w � �_ F 7 � T r ` � �'Y J R ,n ,. s . e S rm Lr x , <5r - r 1 :' BED "SYS?E } I ..... ; _ PR � :-., DISTRIBUTION ' .n. ;l nvl ,•I I._ .• IJ Ii:'1 III . I• !.1�. 7 I f I II I II•, II 1,, - •51Y.:• I:) I U l l. .- ..•t l � • -.M1! ICIIIr11 J. l l II t .y 1nL;,. , . : . I I I ( l m . , . 1 . . u • t l : : l , . . . . l a : : : 1i J n:,•.• . ;i 1 r ' wr' s r ) r ;s ».! t-c. >. �. t � • i e 1. r •Y � p � . 't 9' a - 9 a. '' :• rf0^1- v , % °^1r ; .00,-,-° \ tall ti '� ', i ` tt r.4o y i r� yr r' 444,;,44,24,4,:i.---; r2, ,.� x ' • Tai l t'C f` t � .= � / � ' � C tI F F /-� ^ �r e't {y hb'Y -Zf 'y ) L` t l v "'Art" ; z.,.; y'r ♦�3y / �!`` Y i 2 . dg C t k r � IW fW r ti .,! Ar! 5 ri is k i r F .-.1� i . - ' / • � f '`'- 7 .g "♦ # >'c (1 1 fa .1- L "S, . r ' .y I � t �'i„ M✓' �w ey �� '/ ♦ ! r ; �.iJ 0 `A�.li!it' It Ze • 3 • w , t 6 s r 4koe , ` d i / v s F t _ aYa s 1 i 10:-:-;, • 't h - ! i i 'to; rE r" ♦ Y .1-, ,-c 1 1$ : - :-.. � 6 �� iy j . � y l i�• s i .rnt- 1cL ., rr ; tr % “: 15.s ri R ♦ t ta 2 � -f 1 •yr' S R e . Q' r te ' ;1 - i . a : rx a 1 1 tA S J 3 ' 9 P 3 tZt a s r• I; ja x . l c ;kg,- :4.. Y�F I :s.� v 4t $ `j b• ► r „ �'` rr. 4° `.` i it ' �iyr {13 i ' Pair --- t ' t 'f{ rV .YS£rxer&. ffq, rL vt (SY`. a ♦ y CI ( . , El f ill 51 v I C') C rnt ...Ir Ix w i - n r )O v.5 III place to 9' a pro EJ.:• SUpr )It ID sides ' / ►C ESS � PORT . . : : I Ell 6ockhll IO o minimum of 12 of cornpocted. settled cover (or H -10 units and 18" for 1(-20 units Avoid large rocks Access port of the tor, center of each unit may be cut out In bockfill motetiol. For a large tied that cannot be filled and used for venting. Inspection or manifold connection 1 Irorn the sides. use 0 light troctred vehicle and be sure 10 Insert 4" pipe through hole anti use a coupling ring as maintain the proper minimum al comported cover beneath shown to keep the pipe horn dropping Inmo the chamber tracks 01 all times DO NOT USE WHEELED VEHICLES ON THE ' BED DURING CONSTRUCTION. .♦- ; ti y UMITED WARRANTY 0 rr be ,r.ucr0.01 ntegrry et kr . Nn(ION(Nr ,.r soled n occo r � • �`j r nulocrura, nsrrucnons 0 ..c o eo e d o . ro c .asp ago - nsr cent 'No `r . . ' rrcr erols orcr r.orlrrCnVep Irr c 0 yea c co ) .floc Pure ro(r0 0 o reCI �.N.- . � f' _ orx , ,,.n. n the wy.or r 0000 r1u cw ., -- riI olo Systems Inc of INC 1 s'[i'u)Pr ° L �. aria- .,.n. nrn�n( o-tl 3r�5e worr a n epcernon vn. nn � ;,o , rr 53 T. 111 ry MAncolly ercvo s •0 V 00 0 S0IIOIOn er (N., n r ' - r '• 011.[ V(APPAN TY 10 S MIAGIAPO Ea) I. Dr ..P( No 00.E .N? I 0 .(r'N 5 k l i . � r.�. t r - vnnl (E 1 10 11(E 00115 INCLUDING r rl 51 l s3•ury 00 a[ -/ nIrvESS[OPAPN511CUlMF% '� OF,$E n( . l cxIINp 10 NC DE ram S' ♦ '. 1 •• .Y C� fi er . w (.OrNS(OUENIVL S[(CSCION 001NDPECI A l (S NJy S V< I. P101 Pk A9 •' t �T�'t- ( Orr PENALTIES OR LIQUIDATED DAMAGr .' iL S 0' [T;'Y r. rlp, AND - ' i/ P001115 (P200 AND MAISPLALS ov / _ (051 ( 01 (0 IO.S 00 EXPENSE J' . �[ r, n&UO1EDBY &NEP SPECrKCAUV(xct UDED rIKAA w r , A:IrvCCMPAGE -P( DNA CE I 10 n( UNITS OUE IO 000INPPV WSN> N45) r cr 1 E 1r .Cf lIXrll 1 ( naJ A. i C. ce art NE G(EC I Of ME'Jr.(15 111( ()Nos BE IN 4,1 ,( 1 1 • S4 5 CPC / r.V5. OS( 1 r0(y01k D IN III( INSIA(I/,IIJN n $10\1( I01' '., I B (IUr if API F.1) 1 � , 'J.: lipids 1015) 04)4055Y5F[M 0 r N.r .. '1(5 ) 1J' 'f (.c APl `}�! �P t .. 11 'r 1 (N$ IN IIX F M1na Yv l .y141 _a; • , _ r 1 1.1 r..1 I4 '1 rA I l ( 2 r 3 r r V . • I l i . , ; . . I ll „II, II you bout, 5pl�lnl Ira )Ir 110 of (p1051nn, t oll I!:E IIIRATOD SV$lE to S - 01 your Inc u! J6hIIn;t1,: I 1 1;,111((1 I • I 11 I • �