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HomeMy WebLinkAbout02657 . - , w.a..r�' • It s . 1 .4. . .., .! • J . GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit L / 6 J T 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 Bill Sanderson Present Address c/o Bif Burge Phone 984- 0739 System Location - £vuaat&_aead --244, New Castle le (/Acca 44N� J Legal Description of Assessor's Parcel No. - - - -- SYSTEM DESIGN /000 Septic Tank Capacity (gallon) Other 3 Percolation Rate (minutes/inch) Number of Bedrooms (or other) PeAc Tar EA /see - rw EAST 7b he a.0/N6 Required Absorption Area - See Attached „34,0,4,44e 7# e ' /ueD - }po „Lax „-ow LZA,6 • Special Setback Requirements: Date 8 - AO - 96 Inspector / '- J iTso -, — FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer iir2?/ Excak21 J 'N — Septic Tank Capacity /Oa, 64( /+ Septic Tank Manufacturer or Trade Name CPA el -4WD (2?/V Cl2 ere Septic Tank Access within 8" of surface yes a"./a"./77/ ,J T s�EE$ Absorption Area * 0 3.'araa 10 (/N /%'S 6AGij /AA 7A eNcw-ej` Absorption Artsa Type end /or Manufacturer or Trade Name /ME /L 7 ' Adequate cor itnce with County and State regulations/requirements )' f5 Other OW 7z? r R - Date 9 -b - 9f Inspector V/7.![°i._. RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply 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 Class I, Petty Offense ($500.00 fine —6 I months in jail or both). White - APPLICANT Yellow - DEPARTMENT 1111111 • • INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION • ' o OWNER Cl-�f n-�r `� , ADDRESS 24! pS4d D PHONE -00 CONTRACTOR ° �r�-' ADDRESS �, D , G g s t 165 W9Cv 0054 PHONE 9 8 - 013 9 PERMIT REQUEST FOR ANEW 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: n - - Near what City of Town � Ordio Size of Lot o2/ -2- Legal Description or Address 3 / 'oZ 6 oZ'1 1 Arbd WASTES TYPE: K, DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: g1 Number of Bedrooms 3 Number of Persons I ( [Garbage Grinder It--) Automatic Washer - Dishwasher SOJJRCE AND TYPE OF WATER SUPPLY: (WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: n DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: RnS Was an effort made to connect to the Community System? (Ala - A site plan is required to be submitted that indicates the following MINIMLJM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOIJR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL, NOT BE ISSUED WITHOUT A SITE PLAN. GRO! JND CONDITIONS: Depth to first Ground Water Table 30 / V Percent Ground Slope (291 2 • • o a CD V 4.) a CD a CY o If C N Z En w t rz O PO 0 a' 2 .im > N 0 O 0 co co C ' co ao Po O O X d n y a. Z w �•d C ^. o B B a _ y 0 Z a a A. o tzo q. c �% O c. " C o W w \ t o 0 CA o' o a. l w o rn CIO (D _ c-'• cr al E a .-i a — y () W 0 ;^ 0 c ° 0. Oc C o C O N 0 y y a p) d P < > V o C O t o ( ' � + V rn O c ry O co H m X o cc Ra z co V o C y . TYPE OE 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 p kJ. WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? PERCOLATION TEST REST Ti,TS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. _ Name, 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 furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations 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. I 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 J ? C a- Date 9 — c . 4 / - - PLEASE DRAW AN ACCURATE MAY TO YOUR PROPERTY!! 3 acs /e /0 s7 g/ Yft / - \ \\\. � t6, \\ Al ''o \ � - y o LA \ \ it /"/` \ \ \ \�\,. ?!' �7\ \4 ~��' -^ ..-0 . . \\ \\ $. ...4. �� • \\\ 0 • 1, 4 & • t,,, # i ort (..J-■ 4. 55 J r M 7 It v \ r a p \ jr ,a— it. 4 •• :., Q ` h . / 1 , k , ' . � . J fiThie J ' Y e GOB // V, ' •-• . . 47504 . it �� pro "" "*►.• .. stv • ......... u'" >, ;g� p /. ; �,, > v • • ,y ti • . -` 9 \� / ��i ' ., f ,SLrOL! // \\ \\\ ,. S � to%% �M„SO;L9LBS • a/ le/ 4 -C/ c) \ Vi; 1 _ di • „ 4. . / ...A N / i GZ 1 r, \ \\ e / /z "1 \ \\ '': ?--\\:1\ 1 :.--/- --'%\ ta illy c / cao \ k ‘ ....., / , •• VA P. ....- ' -_____\ ' , ---- \/ 1 03, �. . ` ` 1 / / m _r ry Ci/ / 1 gr , •••*) ..--Y. j : s` - ‘4 / P . O V . . j C OI C5 / co cA COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 945 -8212 Job located at F9 /-4 G tie v 0 lei -LA/ P rmlt No.: S b S p LS-1 I have this day Inspected this structure and these premises and found the following corrections needed: r Names C. a n- 4-fay_ .Ajor D Epp 6 A- a- viw"( II fan 4 You are hereby notified that the above correction must be Inspected before covering. When correctlon(s) have been made, call for Inspection. Date fi - it - 94 19 Guiding In pector Phone 945 -8212 Individual Sewage Disposal System Design For Sanderson Residence Prepared by Jefferey S. Simonson, P.E Schmueser Gordon Meyer, Inc. for Miles Rippy Construction 1297 Co. Rd. 240 New Castle, Colorado 81647 August 28, 1996 • _ ENGINEERS • _. SURVEYORS S G M (970) 945 -1004 SCNMUESER- 118 West 6th, Suite 200 FAX (970) 945 -5948 GORGONMEYER Glenwood Springs, CO 81601 August 28, 1996 Mr. Miles Rippy Miles Rippy Construction 1297 Co. Rd. 240 New Castle, CO 81647 RE: Individual Sewage Disposal (ISDS) Report Sanderson Residence, Parcel 2, Elk Valley Estates, Garfield County, CO Dear Miles: Per your request, Schmueser Gordon Meyer has evaluated the design of the proposed septic system to service the residential flows from the proposed Sanderson Residence located on Parcel Number 2, Elk Valley Estates, along County Road 241 in Garfield County, Colorado. Based upon conversations with yourself, we understand that the design of the individual sewage disposal system will be designed for a three bedroom home. We have conducted an on -site soils investigation (ie., perc test), and will discuss the results herein. We have identified an average percolation rate for this property to be 21.33 minutes per inch. The soils investigation did not identify the presence of ground water or bedrock within the upper eleven feet of soil at the site of the disposal field. However, as you are aware, the soils investigation performed under our direction was performed subsequent to the County's inspector performing a soils perc test. Upon performing the initial perc test, the County's inspector determined that the percolation of the soils was too fast. Thus, the County's inspector requested the I.S.D.S. be designed by a Colorado Registered Professional Engineer. During our investigation, we determined that the original perc tests performed by the county were in the upper, more porous, soils. These soils were found in the 12" to 48" depth. Below the 48" depth, a homogenous zone of sandy clays were found. Under our direction, a new perc test was performed in sandy clays which were determined to perc at the 21.33 mpi rate as previously reported. The sketch below describes the soil log from the profile hole. Th 6" -12" DEPTH OF TOPSOIL 12 " -46" DEPTH OF POROUS, ROCKY, CLAYEY SOIL (1st PERCOLATION TEST) >48" DEPTH OF SANDY CLAY (2nd PERCOLATION TEST) Miles Rippy- page- 2 A summary of the observed soil types identified that the septic system (or leach field system) is to be installed in sandy clays identified as being moist, light brown, and slightly porous. Based upon the percolation test results and the soil observations, it now appears that a standard leach field system can be installed on this site Its long as the leach field is located at depths sufficient enough to install the system in the sandy clays (ie., approx. 4 feet). This, of course, assumes that setback requirements can be met in accordance to Colorado State Health Department regulations. Accordingly, we have attached a table from the Colorado Departtnent of Health ISDS regulations which identify thet$quired setbacks for each component of the septic system installed. 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 pinch -type fashion. Accordingly, we have attached manufacturer's product information regarding the infiltrator and the infiltrator 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 1000 gallon concrete septic tank. Please note that the septic 'lank tfiaSt 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,4cleanout 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 Ya" 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 increase in strength to no longer utilize an ASTM 2729 designation but rather use a Schedule 40 PVC. To compensate for differential settling between the septic tank and the incoming and outgoing piping, we would recommend that the piping coming ifie,.and leaving. the septic tanit be sleeved in a 6" diameter cast iron pipe oy Schedule 40 PVC. Once tile effluent line leaves the septic tank, it will need to proceed towards a distribution box or header. At the distribution box or header, effluent would be equally split to the various infiltrator trench systems. The piping to the infiltrator trenches will need to slope at a minimum Y" per foot grade. Again, the minimum diameter of this pipe would need to be that of 4 ". As an alternative to the distribution box (or header), a separate line from the second chamber of the septic tank can be installed to each of the separate trenches. This would allow for equal distribution of flow to each of the trenches. We would recommend that the location of the infiltrator system and piping be coordinated such that no vehicular access is allowed over the piping or the inflitfator system Additionally, with this recommendation, we would then maintain that the ASTM 2729 PVC piping be utilized. For the disposal system itself, we would recommend that three initrator 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 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 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 requited over SCHMUESER GORDON MEYER, INC._ Miles Rippy- page- 3 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. Please find the following list which identifies specifically the attachments in order: 1. Calculation of leach field and septic system sizing. 2. Table of minimum horizontal setbacks. 3. Percolation test results. 5. Schematic plan view of septic system installation. 6. Sketch of the standard infiltrator chamber. 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. 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 prevent freezing of the gravity sewerlines. SCHMUESER GORDON MEYER, INC._ Miles Rippy- page- 4 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. 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. 9. Substitution of materials (i.e., pipe, tanks, etc.) is acceptable provided verification and acceptance by the engineer and the Garfield County Buildieg 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 yourself. It is important to note, however, that the location of the septic system must be provided in the same general location of that tested with the soil profile hole and percolation testing. In essence, if the 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 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, SCHM ESER 1 RDON MEYER, INC. ivauw ��,00 Afe� / t'' • u� "real m in : nu �1 26152 a'�, ' s 8/28 /1 v ; A Je r . Simonson, P.E. 4 ' bAIA� *S). SCHMUESER GORDON MEYER, INC. memo* JSS:Ic /96120A Enclosure SCHMUESER GORDON MEYER, INC._ • INDIVIDUAL SEWAGE DISPOSAL CALCULATIONS FOR SANDERSON RESIDENCE. PARCEL NO, 2. ELK VALLEY ESTATES. GARFIELD COUNTY 1. DETERMINE FLOWS: 3 BEDROOM IN PROPOSED RESIDENCE 2 PERSONS /BEDROOM /DAY 75 GALLONS PER PERSON PER DAY TOTAL AVERAGE DAILY FLOW = (3)(2)(75)= 450 GPD 2. FROM SGM SOILS TESTING: PERCOLATION RATE FOR DESIGN 21.33 MINUTES PER INCH. 3. REQUIRED SEPTIC CAPACITY: FOR A 3 BEDROOSIOME= W0 GALLOIN 4. DETERMINE FIELD AREA: FOR ABSORPTION: WHERE: A= ((Q)SQRT(T)) /5 A =FIELD AREA A= ((450)SQRT(21.33))/5 Q =FLOW RATE A= 415.66 SQUARE FEET T =PERCOLATION RATE 5. PEAK FLOW AT 150% PER COLORADO DEPARTMENT OF HEALTH REGULATIONS AND ADJUST FIELD SIZE ACCORDINGLY. A= 1.5x415.66= 623.49 SQUARE FEET 6. AREAL ADJUSTMENT TO BED SIZE FOR USE OF INFILTRATOR. DECREASE AREA BY A FACTOR OF 50% A= 623.49x0.5 =311.74 SQUARE FEET 7. AREAL ADJUSTMENT TO BED SIZE FOR WASHER AND DISPOSAL. (FACTOR BY 1.4 AND 1.2) A =311.74x1.4x1.2= 523.73 SQUARE FEET 8. DETERMINE AREA OF EACH INFILTRATOR TRENCH. (ASSUME 3 TRENCHES) A= 523.73/3= 174.58 SQUARE FEET/TRENCH 9. DETERMINE NUMBER OF INFILTRATOR UNITS PER TRENCH. (USING STANDARD INFILTRATOR CHAMBER WITH 18.75 SQUARE FEET PER ,.UNIT) NO. OF UNITS= 174.58/18.75 = 9.31 UNITS/TRENCH (USE 10 UNITS/TRENyrp 10. TOTAL UNITS IN INDIVIDUAL SEWAGE DISPOSAL SYSTEM: 10x3= 30 INFILTRATOR I.11'rS *tANDARD INFILTRATOR CHAMBERS) SCHMUESER GORDON MEYER, INC._ NOTE: SETBACK FROM HOUSE TO TANK = 5 FT. MIN. PROPOSED RESIDENCE SETBACK FROM HOUSE TO TRENCH= 25 FT. MIN. 4 4" DIA. ASTM 2729 PVC PIPE AT 1 /4 " /FT. SLOPE 4" DIA. ASTM 2729 PVC PIPE 1000 GALLON SEPTIC TANK AT 1 /4 " /FT. SLOPE HEADER PIPE\ 4" DIA. ASTM 2729 PVC AT 0% SLOPE (IE., FLAT) • _ USE 10 INFILTRATOR • - UNITS PER TRENCH (TRENCHES TO BE INSTALL 4" DIA. LAID FLAT, PARALLEL VENTS (1 PER TO SLOPE AND AT TRENCH AT THE - - - A DEPTH OF AT END OF INFILTRATOR LEAST 5' FROM EXIST RUNS) I MIN. I 10' MIN. GRADE.) • ► CENTER OF CENTER OF CENTER OF TRENCH TRENCH TRENCH SANDERSON RESIDENCE SCHEMATIC PLAN VIEW OF SEPTIC SYSTEM INSTALLATION SCHMUESER GORDON MEYER, INC. • s J A N U N 10 b N N ' O 1 1 1 qqd ••1 O A F w d V 11 d V Q.4 .i • d F S aYH% '0444 gp0Y .0 C b yy NN.4 5 U v O F U Y y .. 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H Y (g 04-144 W O 00,401 - P C H C% 41144141410141 0.4074 44 0 0 0 144 10 4 -• • ',1 . e p N , 0 0 0 - C - T 1 4 T 0 4 '.4 N 4 d N to 7 144 .7. 0 -.4 W C •- e 41 0 14 0 P. Y — Y ICI .I X N u C n z. m a t aa_a l y w 2 4, N a, l an ni 1 t bi 1 ei g ns« 1 -` LLI fl S yy i- 1tl3ANl� '" 1 Ca x U °C a� K g N re -± K n. N FtI '111111 11 am�l s K 0 H C Z Z I( Z J .p N . I, I , Ni K ^ n IIIIIIII z ;., o Ci pS 1111'x . z Q o CI (111 0 W Z 111 LL 5 a n _ a tl W O lr— h 5 al Co Ill Ili r H 101 l 111111 1 11 1 ]II II - =N THE INFILTRATOR ISI SEPTIC SYSTEM INSTALLATION INSTRUCTIONS Q Excavate and level 3' wide trenches. 8 Spew closed end plate In downstream end of last unit to hold In place. NOTE: For serial distribution, or to loop the © Prepare trench bottom and sides In accordance with trenches together, use an open end plate at the down- state and local regulations. (Infiltrator Systems recommends sfreim end of the trench, and run a pipe from the opening raking sidewall and bottom Infiltrative surfaces to eliminate to the next trench. smearing.) 9 All side wall area to - , r _ _ © Screw splash plate on bottom of open end plate. top of slots with native soll r I° / � . 'Walk" fill into place to Screw open end plate into Inlet end (wlttout Interlocks) give proper support of�� of first INFILTRATOR" chamber with splash plate extending • skies. THIS IS VERY , Into unit. IMPORTANT TO ACHIEVE { ' FULL STRENGTH. 2 ': + h'i 4. f ' alb • ' 3k , 4 10 Backlit! to a minimum • R -, \N w . � P `- ,, r : of 12" of cover after ;�._. T r •. ._ .. • " compaction and settling "! _ - . for H -10 units and 18" for y• 1- T ‘t,,,,4 H - units. Avoid large ..' •-, y 4 t - rocks In the backflll ma- - r . _ ' I t I ti ferial. CAUTION: Avoid `� , , n : � ,.. �`°"'.�,,, -,. i � � vehicle traffic on system a . - �_ ... during oonstructlon since , t . ; . loll has not settled. This I5 4 „ v Y `- — particularly Important In i j , 4 t ''°. ,,, sand, since loose sand . \T / ,- - offers very little structural support. Most states advise © Place first unit In the Inlet end of trench with Interlocks avoiding vehicle traffic to prevent compaction of the infll- trollye surface. (After proper depth of coyer Is compacted downstream. and setfled, INFILTRATOR' leaching chambers will then 6 Run distribution pipe Through Inlet opening In end plate supper vehicle weight not to exceed 16,000 lbs. per axle for H -10 units and 32,000 lbs per axle for H -20 units) but not beyond splash plate. Single screw may be used to . hold In place. Pipe does not normally run the length of system. ' 1• w fl Slip INFILTRATOR t Ot < < \ i A1/4 units together, fully en- { ' gaging Interlocks to form `'wk el t # ' 1 �N r `' desired french length. �. At i �n . /J° 1 ., L a. To keep pints from A+ . „:.. , r • - u t , coming apart during - . construction and for / ..- - maximum strength - pints � - /'' . : � may be screwed together - -+�., with 4 self drilling screws. / b. Trench grade can be checked with a level or surveying equipment A. ; INFILTRATOR'” is a trademark of Infiltrator Systems, Inc. • BED SYSTEMS PRESSURE DISTRIBUTION ® Excavate and level desired bed area. Rake soil surface to INFILTRATOR'" chambers are easily adapted to pressure eliminate smearing. Follow steps 3 through 8 on the other side. distribution. Simply suspend a predrilled pressure pipe In the , "t, top of the units with simple, foolproof plastic pipe straps. © Place rows of INFILTRATOR'" chambers next to each Supplemental installation Insfructbns, wlih complete details other to achieve desired bed area. for pressure distribution are available. • . • y . -. 1 j ; • t•.n....L....rE © Fill side wall area around perimeter and between rows of units with native material up to the top of slots and "walk" In place to give proper support to sides. ACCESS PORT 4 Bockfill to a minimum of 12" of compacted, settled cover for H -10 units and 18" fort-I-20 units. Avoid large rocks Access port at the top center of each unit may be cut out in bockfiil material. For a large bed that cannot be filled and used for venting, Inspection or manifold connection. , •� from the sides, use a Tight tracked vehicle and be sure to Insert 4" pipe through hole and use a coupling ring as maintain the proper minimum of compacted cover beneath shown to keep the pipe from dropping Into the chamber. •" tracks at all times. DO NOT USE WHEELED VEHICLES ON THE BED DURING CONSTRUCTION. - ".., WAITED WARRANTY 1.-t'sh % f a. The structural lnteplty of each INFILTRATOR' unit, when Instolled In accordance wth - r " . / /' .,c•{, manufacturers Instructions. Is warranted to the arpim purchaser agdrat detective S `-‘5"- L. materials and wosYmartatlp for one Tear from date c4 manufacture. SSlhouuld 0 defect y — ,p a tctlppelPPeeectaa vAtNn 11. wwranty Period. Purdwber must Nform Intl lralar Syslema, ba. d the s t Systems' Nobiity (IS tlod(ei Nudes the cost of renmol and/or Installation of the unMh - _ /•+': - . 4 - b. THE WARRANTY IN SUBPARAGRAPH ko115EXCLUSNE (HERE ARE NO OTHER WARRANTIES v .s' �"t WITH RESPECT 10 THE UNITS. UDDIINNGG NO WARRANTIES of MERCHANTABILITY OR of . :: , _ ` S J. _ 4 FITNESS FOR A PARTICULAR PURPOSE. THE WARRANTY DOES NOT EXTEND TO INCIDENTAL : ,. — y COEOUENML SPECIAL fi • OR INDIRECT DAMAGES THE COt.•PANY SHALL L NOT BE LIABLE ! FRODUr PROFITTSSLABO A OR D MAT �ERIA S RHEAD CO OR OODER LOSS oR E EXXPE '•••• r , , ' _ INCURREDBYB HER. SPECIRCNLVE XCLUDED FROM WARRAMVCOVERAGEARE DAMAGE . -., -V 1011E UNITS DUE TO ORDINARY WEAR AND TEAR. AITERMON, ACCIDENT. MISUSE. ABUSE Y (r'� OR NEGLECT OF THE UNITS: THE UNITS BEING SUBJECTED TO STRESSES GREATER THAN TItCSE b -y h PRESCRIBED W THE INSTALLATION INSTRUCTIONS THE PLACEMENT BY BUYER OF IMPROPER .Mtt A c ,. MATERIALS INTO BUYER'S SYSTEM: OR ANY OTHER EVENT NOT CAUSED BY TIE COMPANY. $ RURIHERMOfE. IN NO EVENT SHALL THE COMMANY BE RESPONSIBLE FOR ANY LOSS OR DAMAGE TO THE BOER, THE U41150R THIRD PARTY RESULTING FROM ITS INSTALLATION - ' ' w ' $ OR SHIPENT.BUYER SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT INSTALLATION OF o z i. - 4 ; RE SYSTEM IS COMPLETED 114 ACCORDANCE WITH ALL APPLICABLE TAWS, CODES, RUES T + „ AND REGULADONS c. NO REPRESEMAINE OF THE COMPANY HAS THE AUTHORRV TO CHANGE THIS WARRANTY IN ANY MANNER W - 4A150EVER• OR 10 EXTEND 1111S WA RA N1V. NO WARRANTY APPLES 10 ANY PARTY OTHER THAN TO THE ORIGINAL BUYER. It you have special problems or questions call INFILTRATOR Distributed by SYSTEMS`" or your local distributor. INFILTRATOR'_ SYSTEMS INC. 123 Elm Street • Suite 12 • Old Saybrook CT 06475 • 203 - 388 -6639 • FAX 203 - 388 -6810 PAT. NOS. 4, 759, 661 and 5,017,041 Canadian and other Patents Pending. © 1991 Infiltrator Systems Inc. 551 #0991 t , THE Pressure Dosing INFILTRATOR INSTALLATION INSTRUCTIONS PAT. NO 4,759,661 Canadian Patent Pending. 1. Drill hole through closed end plate with hole 4. Run distribution pipe through end plate and saw. Guide provided to locate top edge of hole lay in bottom of trench with holes oriented for any size pipe. Closed end plates are used at upward. both ends of trench. S. Place first Infiltrator" unit over pipe and screw • 7 end plate In place. 4 1 „�, , � l � "; _ '' i s r,M i,tt' , Al ti; ., �,* - : ° •` Infiltrator" _„ ` 6. Suspend distribution pipe at top of Infiltrator with plastic pipe hangers with holes oriented to spray upward off centerline. 2. Screw splash plate in place. Note: A cordless Run hanger up through slot in end flange and drill and self drilling screws work well for all down through second slot, around pipe and i„,....-.. ' connections. cinch up tight. t y : Pow : . .;, 3. Drill holes in pressure distribution pipe to spray i upward off centerline to avoid blinding. Drill one . downward facing drainhole at each end of - trench, so pipe will drain at end of dosing cycle. _ Sf ec'= ' • 7. Add additional Infiltrator" units to full length Y F A ` of trench, fully engaging interlocks and securing Iii .`1t , „,..t.t. with 4 self drilling screws. Suspend pipe with hanger at the end of each unit. U , ti _ 8. Run distribution pipe through end plate and a l'.' . 'r, f ' . Wit: r _ . "1 cap ends or connect to manifold per design. . . ' �t}' 10. Fill side wall area to top of slots with native LL'r�E r .` -- A i ... _ ;r'. soil. Bank run sand and gravel may be used in f1 � °' •.:r clay or silt soils. 'Walk" fill into place to give P' {` '' proper support of sides. THIS IS VERY IMPORTANT ' li; TO ACHIEVE FULL STRENGTH. - " . A ,• • ^C' < x • . - C, . �1 1 (.. . f{ �r xn .w . Till 1 1. Backfill to a minimum of.12" of cover after ' ,y, � compaction and settling for H -10 units and 18" for H -20 units. Avoid large rocks in the backfill . l" material. 9. Screw end plate Into place. l_ 9 e",` -4 r • ' i ce. �A4 Cu . . .1 C AUTION: Avoid vehicle traffic on system during construction since soil has not settled. This is par - LACED WARRANTY ticularly important in sand, since loose sand offers 1011E ftruph%rol InteprIN d Both mtiMOtor. unit. when Installed in occatlance with monufac ImNI Inbuclans, R wpranted to The aginal,pwchoser ogot's' defective moteroe and very little structural support. Most states advise workmanship for one Yea from fate of manufacture. Should o defect appear within the wor- minty prod ha,e o" hfiltr lOnSystems I«5of defect N t hi MI� lSJ� avoiding vehicle traffic to prevent compaction of Infiltroto(Systems will Me cost of removal pndro rinslawtan of Ina unit: the infiltrative surface. ( Affer proper depth of I oI THE WARRANTY NwevraAGRAPHa IB EXCLUSIVE THERE ARE NO OTHER WARRANTIES 1 MTH RESPECT cover is compacted and settled, lnfiltrators" "will POSUNITS INCLUDING DOE S WAmlE D TO IN EHANIAL CONSEQUENTIAL OR aFnNESSFDRAPAanRLIURPUR POSE then support vehicle weight not to exceed 16,000 E GEES THEC OM'ANVSH MY DOES LL E ,aTBE LI A 10 FOR PENALTIES S O R LIQ ATED D AMAGE INDIRECT DING LOSS DAMAGES MEfKI,NII AND MATERIALS ERIALS OVE RL EADO IEDAM THERLOSSORNG lbs. per axle for 1-4-10 units and 32,000 lbs. per axle O PRODUCTION gNA D PROFRS LABOR EXCLUDED FROM WARR ANTY OVERHEAD C OV E ERAGE ARE MOME DAMAGE T O T HNSE tSOUE TO ORDINARY BUYER. S E AR ANDT f AR ALTERATION .I EN COVR. NEGT T THE IMS TH E OLYMS WMMIDIM RTH N P THOSE PRESCRIBED B O CRIED 011 NEGLECT INST iqN I OF for H -20 units.) THE INS T: E MEUNRS LANG SCEM By OFBy BYERO E5GREAPER THAN IMPROPER MATEAISTHOSETOBUVEPS 'S SYSTEM. N THE OR ANY - R EVENT ONS : A S SO By THE OTFIBMOBUYERORAN OTHER FM NOT CAUSED BY IE CPANv FURTHERMORE. N NOEVEM SHALL THE COMPANY BE RESPONSIBLE FOR ANY LOSS OR DAMAGE TO THE Distributed by BUYER 114 INKS OR ANY THIRD PARTY RESULTING FROM ITS INSTALLATION OR SHIPMENT BUYER SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT INSTALLATION OF THE SYSTEM 15 COMPLETED N ACCOR DANCE WITH All APPLICABLE LAYS. CODES. RULES AND REGUTATONS. THIS WARRANTY IN Icl NOREPRESENTATIVE OF THE COMPANY HAS THE AUTHORITY I CHANGE I NER WHATSOEVER ORTOEKTEND THIS WARRANTY NO WARRANTY APPLES TO ANY PANTY OTHER MAN 10 THE ORIGINAL BUYER. 123 Elm Street, INFILTRATOR oi0 SYSTEMS INC. (203) FAX(203)388-6810 PD'1188 MR • $ • p' NIK ma 6V Lrs / NCit .. ‘ .< s A es . ,,,►.. sa ihi 41, "4 I iiik, b / 7\ i �9 1 P �b \a` % �Q xwAc+e r• en %%.........% t LEACH I MA j N N N ‘C) N. S. *1 \ ,\ '\ \ S. . p .5 es, '\ 1 LOING PERMIT APPLICATION OARFICLU DOUNTT. COLORA0 • e numbered a' �oZ" 1 A + 1 onl . PERMIT NO. - O 0 PARCEI /SCHED NO. a • .07,100 / - w l(7 IS IO N S /1 / - / i „ / f 5. I ACY Dv,NER IP o if I Ji Likav-o-- ADDRESS 1 i o y,044> Ar . mi tynti -073. WK PH OWITRA010R ADORESS r .. poghig /V. G, Ri. fFJF-0739 LCENEE NO. ARCWIECT OR 084gNER •,69..,Ky ADDREas N. O . $D � W6S y N min-o7 LINO PH LiCtIONNO. S ENGINEER OF r <7i (/ Mani LW " NO op FLOORS 7 SPDF BUII>IH0 / ,i Of OF LOT • `_ U86 OF WIl0w0 • . / , Cuss Wv t rev/ oADOODN oALIER uREPNN omOvE Ok�vf EWRL DA wool r cl - CARPORT SINGLE UCAIDLe oARAOe !MOLE �Dixi94E� DRIVEWAY PERMT 014 SITE etwALNI , DISPO PERRII Ole PLAN � P / O g 7 VMWIiM W.Wli41 ADAi9TED - y K FEE 1 / PERMIT, „(( .� SCHOOL INRC] FlE� D 0 ND Of BULOtlOS ON USE OF 111411414011 NOW ON CM CONOI7CNS: PARCEL PApCCt 'y 3 7” f rot_ o � 1ii94 OMANI �c COMO TYPE NOTICE WATER SUPPLY OATE►ERMTISSVEO 8-9 - 710 1 - 'ARAM PERMITS ARE REWIRED FOR ELECTRICAL Pt UNRKiO HEATING. EF[cw iVrAO.W, 14444.01111 RPW140 • NOT R/oNiH •S M OAT OR E NUL L CONDITIONING. - • 1 O a� O OWI SNU1 D $.O I WORK CONSTRUCT CONSI R NO Wa lsrEN TO 0 W S r ABANDONED I FOR A PEAIDD OF 40 WYS AN f N IER Warm is HEALTH DEPT. any CE any 700E R MACE E AND EXAMINED TN; A AND KNOW FIRE OEM. — g BAYS 700E TRUE UE 01 CORRRECCT ALL C OWK71IS OP LAWS ORSEANCED NE NOR 7148 TYPE OF WORK Y AE E RI 1 NOT W r D WHETHER ER SPECIFIED GM `- :REIN OR NOT.' THE GRANTING NI M DC A FERMIS ODES NON PHRS 10 ONE 800 REPORT c.a. I REGULATING TO OR CANCEL E PROVISIONS OF ANY OTHER N STATE 0 C OR CAL LAW RECNAATINO CONSTRU(i1,7N OR !Tllf lY W FOR FONMYICE OF SMACKS BYTRUCTKIN E (DIM) � / ] ' /� �" "y.�� d / nownATARO WO.w y en HC. or alloyed Ww aw!Hying / r I� % MANIA HONE • -�--�^ a. !�•. . • _ �I• .� PUKAWI MPHNIrR Apwow I .7 R ,9 . O e. a .. . AGREEMENT OR MISSION 15 HEREBY GRANTED TO THE APPLiCANT AS 9TRUCT THE STRUCTURE AS DETAILED N PLANS AND OWNER, SPECIFICATIONS S SUBMITTED TO AND REVIEWED BY THE BUI NG D PARTMEENT TO `ONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE THE SIGNER 3LRATIONS ADOPTED BY REES THAT IF THE ABOVE 8kD ORDINANCES ARE NOT FULLY TO AUTHORITY GIN IN 30.26.201 CRS AS COMPLIED WITH N HE LOCATION, ERECTION, C CONSTRUCTION AND FURTHER OF S ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT ! •L BECOME NULL AND VOID. E ISSUANCE OF A EREAFTER REQUIRING 11IIE CORRECTION OF ERRORS N SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PRE VENTING BUILDING ERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS •18DICT10N. E REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER GOES NOT CONSTITUTE AN CEPTANCE OF ANY SPONS IILITY FOR THESE ITEMS AND IMPLEMENTTATION DURING CONSTRUCTION RESTS SPEC FICALLY TIE OR ARIUTECT, B BOER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. r\ 1�'y/I}� , Oonn.W3 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (H171AL.-.>i _4 ,_ a .7. f�:QiL '✓4:,a 7, pr'„ ,�/. 'f kJ. .i1 /x1('C .il., ..>. .( • ' / • I .v TEL NO.9709840734 Rug 26.96 14:48 P.01 r 7 77 .my.pfersspyA /OA. aci9. S estm^cor1/4 Nd �r S Oeet fitr fie‘ ` S � 4.ep fide S acne 15- on ,M. •.. •