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HomeMy WebLinkAbout02351 ,..sq ^nna ^':m •i ".,qaq® mnrr .' .1. ,: .yG lnm'r --�- �.- .,.. -� ,-.. _. - fi C+, Ps 4 1 il GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N _ 2 3 5 tl 109 8th Street Suite 303 Assessor's Parcel No . Glenwood Springs, Colorado 81601 Phone (303) 945-8212 t t This does not constitute t INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. $ $ . PROPERTY 9 Owner's Name Alfred M Gaudreau Present Address Sox 1844, Glenwood Springpl,one_ 945 - 2431 d ,d System Location 145 West Main Street.Silt I Legal Description of Assessor's Parcel No. j SYSTEM DESIGN s 1 r ( ' r Septic Tank Capacity (gallon) Other F 1 Percolation Rate (minutes /inch) Number of Bedrooms (or other) 1 -2 p ersona k l i Required Absorption Area - See Attached i Special Setback Requirements: x C I Date Inspector -. , r_ 1"y t , FINAL SYSTEM INSPECTION AND APPROVAL (as installed) i Call for Inspection (24 hours notice) Before Covering Installation System Installer .7 k Septic Tank Capacity / / t? Septic Tank Manufacturer or Trade Name i 1 Septic Tank Access within 8" of surface I , Absorption Area ,, i1 4 Absorption Area Type and /or Manufacturer or Trade Name ( - } I t Adequate compliance with County and State regulations/requirements / t Other Date I l ; ti � / Inspector i f i .. • `- . t RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE R *CONDITIONS: R 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chap ter f 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- a nection to or use with any dwelling or structures not approved by the Building and Zoning office 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 months in )ail or both). t Applicant: Green Copy Department: Pink Copy 1 Application JNDIVIDT JAI, SEWAGE DISPOSAT, SYSTEM APPT.ICATION Approval By Co my Official OWNER Alfred M. Gendreau ADDRESS P.O. Box 1944 Glenwood Springs, CO 8160 PHONE 945 -243 rJ% I ,�, CONTRACTOR S. G. Thompson Construction �7 ( • ADDRESS 720 E. Cooper Ave. Glenwood Spgs, CO PHONE 945 -979 PERMIT REQUEST FOR: (X) New 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 Garfield Near what City or Town Silt Lot Size Approx. 2 acres Legal Description See Page 2 WASTES TYPE () Dwelling () Transient Use (c ) Commercial or Institutional ( ) Non - domestic Wastes () Other - Describe BUILDING OR SERVICE TYPE: Maintenance /Storage To dg. Number of' bedrooms 0 Number of persons 1 -2 ( ) Garbage grinder ( ) Automatic Washer ( ) Dishwasher SOT MGR AND TYPE OF WATER SIJPPT.Y: (x) well () spring () stream or creek Give depth of all wells within 180, feet of system: 60 If supplied by community water, give name of supplier: GROT JND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: 35 -60' Percent ground slope: 2% DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 2 miles Was an effort made to connect to community system? No TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (l 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 (X) Other - Describe: Infiltrator WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No ;OIL PERCOLATION TEST REST IT ,TS: (To be completed by Registered Professional Engineer) Minutes 120 per inch in hole No. 1 Minutes 60 per inch in Hole No. 3 Minutes 60 per inch in hole No. 2 Minutes per inch in Hole No. _ nlame, address and telephone of RPE who made soil absorption tests: CTL/Thompson, Inc. 234 Center Dr. Glenwood Spgs, CO 81601 945 -2809 Name, address and telephone of RPE responsible for design of the system: Schmueser Gordon Meyer 118 W. 6th St. Glenwood Springs, CO 81601 945 -1004 Attn: Jeff Simonson 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 purposes 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 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. 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. Q Date g- ( - �! `( Signed 4.m. a 4 % -- ` lJ pi EASE DRAW AN ACCT JRATE MAP TO YOTJR PROPERTY • Legal Description: A tract in the N1/2, NE1, Sec. 9, Tap. 6 S., Range 92 W. beginning at a point on the S. R. of W. line of U.S. Hwy 6 & 24 400.6' E. & 10' N. of the intersection of the S.R. of W. line of U.S. 6 & 24 and the W. line of the NE3, NE- thence E. 650' thence S. 105' more or less to the N.R. of W. line of the DRGW Railroad, thence Westerly along the N.R. of W. line to a point S. of the I P.O.B. thence 50' to the P.O.B. containing 1/19 Acres, more or less NT ,S`lz.T acs Z. f 01 pswmaid Fxdr17 S.O. THOMPSON CONSTRUCTION, INC. LETTER OF TRANSMITTAL P.O. BOX 1871 GLENWOOD SPRINGS, COLO. 81802 PH (303) 945 -9793 DATE JOB NO. 11-1-9 ATTENTION /1 ,���,,� TO IO,) OUJCP.IS RE: WT G Fi 000 L,T \I J� RLn &, , s I L ; • Coco Bcaw& ID -Pr. . WE ARE SENDING YOU ICI ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS A COPY OF LETTER ❑ SAMPLES El SPECIIFICATIONS ❑ CHANGE ORDER ❑ PLANS CI, T '�J � .5 Sq SS 4 �n )95/4, , t - COPIES DATE NO. /n� -- DESCRIPTION I e - 1 7-94) 6 c * ll 1 �,fn Ki 0,4'JW) '8- in -9c/ REASON FOR TRANSMITTAL CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ COPIES FOR APPROVAL FOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑ SUBMIT COPIES FOR DISTRIBUTION la AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ RETURN CORRECTED PRINTS ❑ APPROVED AS NOTED ❑ ❑ FOR BIDS DUE ,� +' 19 ❑ PRINTS R TURNED AFTER L TO US REMARKS 04J ' 0, Q ;6 D T" 'L Ass a. ; s . Ol I Ia. _•i. Lam! - . i. / .. j qT C. J. / AA.,, �� L LAIMA. �/ i. / ' - . 07 COPY TO SIGNED: 411,-SA i�/� �/ � I�a ' PLEASE NOTIFY US AT ONCE IF ENCLOSURES ARE NOT AS NOTED. C r SURVEYORS I (303) 945 -1004 SORANESER M - ^ =' 118 West 691, Suite 200 FAX (303) 945 -5948 GOROO "MEYER Glenwood Springs, CO 81601 • August 17, 1994 Mr. Mack Gendreau BTE P.O. Box 1944 Glenwood Springs, Co. 81601 RE: BTE Commercial Bldg., Individr ' Sewage ''isposal System, Silt, Co. Dear Mack: Per your request Schmueser Gordon Meyer, Inc. has evaluated the design of the Individual Sewage Disposal System for the proposed BTE Commercial Bldg. to be located in Silt, Colorado. We have based this design upon the ri::scription of the proposed use provided by yourself which consists of three day offices which will accommodate two persons per office. An individual fixture count for the entire building will consist of two bathrooms that have a lavatory and a toilet in them, one bathroom with a lavatory, toilet and a shower in it and a single wet bar consisting of a sink only. We are also in receipt of the soils and foundation investigation report prepared by CTL Thompson on April 18, 1994. Contained within tl:,t report is a copy of the percolation test results which identified two perc holes exhibiting c 30 minute per inch perc rate and a single pare hole which exhibited a 90 minute per inch perc rate. Based upon the perc test information, the average percolation rate for this septic system design is 80 minutes per inch. We have attached to this report calculations ^.hich identify the design of the system considering the use of a standard infiltrator unit. Under normal residential design considerations, flow rates produced by resiclen i l use far exceed the design flow rates produced by the proposed use by the BTE comnr.mial building. Accordingly, under normal design considerations, SGM would provids for c..; evapotranspiration /absorption system to minimize on disposal bed size requirements. irl essence, SGM would provide for the opportunity of not only utilizing available absor;,Iion to dispose of effluent but would also provide for credit reductions including disposal i-y means of evaporation and transpiration. However, since the peak flows from the propose' use are small, we have elected to provide for an infiltrator type system design. We reel th:, i :'though this will require more area, we feel that the cost of construction would ultimately be less. You will note on the attached calculation-, that t "n„ septic tank required for this installation is only 203 gallons. It is possible that a 2E c. ;m septic tank is available through local distributors. However, it has been our a :- perient /' :hat the smallest size septic tank available is 500 gallons. Therefore, on the calculations have identified the use of a 500 gallon septic tank. `► August 17, 1994 >,! Page 2 When using the infiltrators for the method of disposal of the effluent, we have determined that a total of 7 infiltrator units would be required. These units are of the specification "standard infiltrator unit" instead of the high capacity infiltrators also available. Based upon the percolation rate of 80 minutes per inch and the use of the infiltrator units, we are determining that a total of 7 units are required. We have attached a number of items to this report which will help in aiding the installation of this system. Because of the minimal size requirements for this system, we have elected not to provide a detailed design since it appears that the size of the system will easily accommodate setback requirements as mandat ^d by Colorado State Health Dept. Regulations. Inclusive with this report are the following attachments: 1. System design calculations. 2. Schematic plan view of system installation. 3. Table of setbacks. 4. Percolation test results. 5. Infiltrator chamber sketch. 6. Infiltrator manufacturer product 'rata. 7. Septic system installation instrt tions. 8. Infiltrator section. With the installation of this septic system, tI is following notes must be made: 1. All materials, instal' • on practice's, setback requirements, etc. shall comply with Garfield County In' iJual Sew le Disposal System Regulations. • 2. The absorption trey— !`or infilt• nor construction) shall be constructed so that the bottom of the tr 3 Ievci ! ± 0.1 inches). Place trench in natural ground. No portion of the t ::h shall Lc placed in fill. Provide positive drainage away from the trench aft ''3tallation is complete. ... SER GC' )t! MEYER, INC. August 17, 1994 Page 3 3. The location of the trench may be field located to best fit the site. Final location of trench shall be approved by engineer and the Garfield County Bldg. Dept. 4. Piping to the infiltrator trench shall be 4" ASTM 2729 PVC pipe. If it is proposed that vehicular access is going to cross the pipe, the specification of the pipe must be increased to be 4" diameter Schedule 40 PVC. 5. The area disturbed by construction shall be reseeded with native grasses to prevent erosion. 6. Use risers as needed to bring the septic tank access hatches to within 6 inches of finished grade. 7. Cast iron i e of equal strength or other pipe properly supported to P P 4 9 P�P p p Y prevent P P failure by settling shall extend from the tank for a distance of at least 5 feet from the inlet and outlet ends of the septic tank. 8. 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. 9. Garfield County Bldg. Department and the engineer shall be notified when construction commences and shall be kept abreast of the construction progress so that sufficient inspection can be performed to insure conformance with this report. • 10. It is the contractor and owner's responsibility to verify all locations of all utilities that may affect the location of the facilities proposed. Verification is to be made with the owner and the affected utility companies. 11. Substitution of materials fie: pipe, tanks, etc.) is acceptable provided verification and acceptance is made by the engineer and the Garfield County Bldg. Department. 12. Provision of a 4" tee to be utilized as an inspection port in the end of the infiltrator run shall be provided according to the infiltrator section attached to this report. , SCHMUESER GC' DON MEYER, INC. L August 17, 1994 Page 4 By review of this report, you can obviously interpret that the construction of this system is very basic. If by review of this report and its contents are not clear enough for installation of this system, please contact us that we can provide more details. I hope this Information serves its intended use. If you have any questions or comments, please don't hesitate to call. Caro mm 1„ y ` .t. 0 d 3/(e" Sincerely, Sincere) .� t t -r' SCHMUESER GORDON MEYER, INC. _ _ t c 'rr_ . 6452 / Je� .y Pt . Simonson, P.E. Encl. JSSfja94074 j SCHMUESER GO''" H MEYER, INC. _ . INDIVIDUAL SEWAGE DISPOSAL CALCULATIONS FOR • BTE COMMERCIAL BUILDING, SILT, COLORADO 1. DETERMINE FLOWS: 3 OFFICES PROPOSED IN BUILDING 2 PERSONS /OFFICE /DAY 15 GALLONS PER PERSON PER DAY (DAY WORKERS AT OFFICE) TOTAL AVERAGE DAILY FLOW = (3)(2)(15)= 90 GPD 2. FROM CTL THOMPSON REPORT: PERCOLATION RATE FOR DESIGN 80 MINUTES PER INCH. 3. REQUIRED SEPTIC CAPACITY: 1507. OF PEAK FLOW= 1.5x1.5x90= 203 GPD, (USE 500 GALLON TANK- SMALLEST AVAILABLE) 4. CALCULATE AREA OF ABSORPTION: DISCUSSION: BECAUSE THE DESIGN FLOW OF 135 GALLONS PER DAY IS SMALL, DESIGN STRICTLY FOR ABSORPTION. AREA= (PEAK FLOW)(SQRT( FERC RATE)) /5 = 241 SQUARE FEET USE INFILTRATORS. PROVIDE FOR INSPECTION PORT IN THE INFILTRATOR. 5. ADJUST DESIGN FOR USE OF INFILTRATORS: (507.) SIZE CREDIT FOR USE OF INFILTRATORS. 240x0.5= 121 SQUARE FEET OF INFILTRATIVE AREA 6. USING STANDARD INFILTRATCOR UNITS, AND 18.75 SF /UNIT, NO. OF UNITS= 121/18.75 6.45 UNITS (USE 7 UNITS) 7. PROVIDE A SINGLE RUN OF JNFILTRATOR WITH LENGTH EQUAL TO 7 UNITS x 6.25 FT. /UNIT 43.75 FT. TRENCH LENGTH. SCHMUESER GORDON MEYER, INC. $1C tNO. OF_ I 1001 Grand Ave. Suite 2 -E P.O. Box 2155 Glenwood Springs, CO 81601 Aspen, CO 81612 CAI cut ATED BY DATE (303) 9453004 (303) 925 -6727 FAX (303) 945-5948 FAX (303) 925 -4157 CI a cxED BY DAl[ Sc At . art'1 ,1412 l . ii) • \- a z Z .- w W i 41 i .. . J k v. J 1--; 7\ V I zt� 2 �N cL ....7 .., -- tu 36 2 • 4 1 N 0 0 .0 ' .0 0 0 In in 1 . 0 . 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N: 10:COAM [X YES nN0 PERC )LATION TEST RESULTS TIME A TITRE DEPTH TO WATER CHANGE PERCOLA HOLE DEPTH START OF END OF IN WATER T1ON RATE START INTERVAL NUMBER (INCHES) INTERN:'. (MINUTES) INTERVAL INTERVAL DEPTH (MIN /INCH) (INCHES) (INCHES) (INCHES) P -2 37 8:30 30 18.50 19.00 .50 60 9:00 30 19.00 19.50 .50 60 9:30 30 19.50 20.00 .50 60 10:00 30 20.00 20.50 .50 60 10:30 30 20.5 21.00 .50 60 11:00 30 21.00 21.50 .50 60 11 :30 30 21.50 22.00 .50 60 12:00 rtr. F. • PERCOLATION TEST SATURATION AND PREPARATION DATE: 4/20/94 DATE: 4/19/94 WATER IN BORINGS AFTER 24 IIOUR$ TIME AT START OF SATURATION: 10:OOAM (X D YES n NO PERCOLATION TEST RESULTS TIME AT TIME DEPTH TO WATER CHARGE PERGOLA HOLE DEPTH START OF END OF START OF INTERVAL IN WATER TION RATE NUMBER (INCHES) INTERVAL (MINUTtd$) INTERVAL INTERVAL DEPTH (MIN /INCH) (INCHES) (INCHES) (INCHES) P -1 40 8:30 30 20.00 20.25 .25 120 9:00 30 20.25 20.50 :25 120 9:30 30 20.50 20.75 .25 120 10:00 30 20.75 21.00 .25 120 10:30 30 21.00 21.25 .25 120 11:00 30 21.25 21.50 .25 120 11:30 30 21.50 21.75 .25 120 12:00 fly: 4 j 1 1 1 )titLit wm ..----3.N_ �I ' S < r u 3 nru - u � rn a9. x . cV U z d c O I x x _� 7 Q _ ^ N Ball a K o N 6111 <O D1 K ._.1 ' II a te - Z Z J *a ^ Z H� x n MINIM z o 1111111� 2 Ce Z 0 .- a w u m c4 u. S a K `e d W 0 1- I.e flI1rI11r z r isle III I Ell - i Eli .N L a , N I��N___I _I ^ , IT'S TIME TO COME OUT OF THE STONE AGE! 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':� ✓ �)` ..Y r � 1. i + C 1+ en � 1 -Ca o . `r `� 4• :- m'I.'.'p. . zii•• -,;•_ 4 COMPARE THE ADVANTAGES( - HOOSE THE INFILTRATORTM GRAVEL AND PIPE Backfill • rfr `: r, •Y' Cover Material - 4" Perforated Pipe. - ,j , . May allow sill University studies prove intrusion that It does not give • + ��h • even distribution. • - - Stone or s soil and gravel •••, A r I/ ,23,�, supports infiltrative , ry j , :e ; ,,, - ,4 % .� Ot 4' • provides limited surface with '''. ;s° ,� •4 '. e rr• a • f af� 1 r' ; p + �+ l y� 3. � t '' M storage only. Grovel blomat formation I 1 provides no treatment. ,.; • •�s N A B • • e• f " 1, f stong ' ;��; „?�' � . 40% - 60% of STONE —a�..i Infiltrative surface ` :ft ^ ;.. - LIMITS INFILTRATIVE CAPACITY r • ., Compaction from " ° Unmasked effective gravel emplacement - . reduced Infiltration rale Native Soil infiltrative surface Solids build up In Mask(d zone - spaces between gravel. PROBLEMS WITH GRAVEL: fimnoci infiltration limiting Infiltration al b ► ► n- r � _ • Reduces infiltration rate 50°b to 60% e �i accordin g to experts • Handling and waste / • Site damage pi, mat i - �!� --411 �:. t • Cost Waterdispa ^s ���. r! 'nt , :" . J beneath stones z ...; . ,- • .f „ 4 1! , 0 THERE IS A BETTER WAY ... THE INFILTRATORT" Infiltrative surface DESIGNED TO SOLVE PROBLEMS .. _: r . ' '. - s ,' Backlit' 1 INFILTRATOR Units Available In Standard or High Capacity p' ,Y No vertical silt x . > - is° i i . intrusion ''. Storage volume . . k - � , r " \i 1 more than 2 times s = • greaterihan agravel 4 Micro-leaching Chambers "' • trench of s ( s, < °� (No need for geotextiles) equal stze w ,� y , . . u �. - I ,l93 .. Native Soil Side wall designed ', I6' ) i to minimize masking i . , -- i i 1 r effect � • Entire bottom of 1110, t MICRO- LEACHIN CHAMBERS" trench provides y parted unmasked Ribs - create additional infiltrative surface I voids for biomat formation Protective rib prevents ' -, \S STANDARD HIGH CAPACITY soil intrusion SPECIFICATIONS INFILTRATOR" ' INFILTRATOR' and creates voids a __ - .__ for optimal biomat SIZE J' x 6' x I' 3'x 6'L' x 1'6' formation. wow. _sO ' W '/. - - -- --- - - -.._ y" wide open slots ` � i K,a � WEIGHT 25 lbs. 30 lbs. provide open area _ _ _— - equal to porosity of STORAGE 10. f1 (77 gat.) - 16.3 It' (122 gal.) sides of gravel trench. COMPARE THE UNMASKED INFILTRATIVE AREA Documented research has clearly dem- . • Hlgh- CopoCllX : BOTTOM AREA ONLY onstrated that the INFILTRATOR'" chamber INFILTRATOR provides an optimum Infiltrative surface for Chamber BOTTOM & SIDE AREA ' y. leaching systems. Many states have already recognized this and granted system size re- stondord BOTTOM • - O ductions accordingly. INFILTRATOR" -....- _..... "-`.' : _ -- Chamber BOTTOM & SIDES ,.. ,. ,, , The graph shows that INFILTRATORS'" have twice the effective Infiltrative surface area FIPe BOTTOM per linear foot. This Is based on a 36" wide and - trench with 6" of gravel below the pipe, Grovel BOTTOM & SIDES assuming 50% gravel masking, compared to Standard and High Capacity INFILTRATORS" 0 1 ft.' 2It. 3 n. 4 It.r with 50% masking for INFILTRATOR'" sidewall, UNMASKED INFILTRATIVE AREA ft /1inear it and no bottom masking. r I pp - • ELATION WAS NEVER EASIER! %F+. *+ '�` �' � P 1. Excavate 3' wide trenches and prepare Infiltrative surface. ` . 1 ` ' I. 2 Screw tho end plates In place and slip INFILTRATOR'" units =,-4.C. - # - , , 1\ � together to form desired trench length. ,' t •'� - 3. Run inlet pipe thru Inlet end plate (pipe does not extend the Tt ' `" r � �r -, entire 1e,igth of the system), and backfill with native material .:.� * m o . -^s •t 1 ` , tom• „ „ ,�l�,t`c"Oi m t . � A4 .st ,k (183 del::th for H -20 and 12 for H -10). ' : c,. sl . =9' . .*n •-:s.:: (Detailed instructions available.) • ALTERNATIVE I •- ALLATIONS. • INFILTRATOR" CHAMBERS ARE GREAT FOR MOUNDS AND PRESSURE c ta" „ DISTRIBUTION TOO! MOUNDS +� - A ,- =��: ; `” INFILTRATORS'" can easily v. ........--..,A _` • \ W mo. replace the gravel In mound �•' t v o u ,,,,,No � ° r�,� r� - ` : ���••�•• , .;� - , • , or fill systems, in either a trench r ° l r• _"� •, 0 4, ' or bed configuration. �: ° i� • ° ° 4 •"22Ni r 4 •• ii • •ii• Backfill 9 _ ° '°°e .� r I•fir • ® ?`; Installation is much easier with no damage ° ° ° ° m o t mired Fill to the infiltrative surface. The site preparation. ." _ -- design and construction of the mound system is ` ... _ `,• Limiting prescribed by state code, and INFILTRATOR Cc . s Strata FS y: ® SYSTEMS' installation Instructions. Pressure • : - 1' Original Grade Distribution Pipe PRESSURE DISTRIBUTION INFILTRATOR" chambers are easily adapted to pressure ci, , ibution. Simply suspend a predrilled pressure pipe in the top of the units with simple, foolproof plastic pipe hangers. Supplemental installation instructions are available for cc - piste details INFILTRATORS TM AR ENGINEERED AND TESTED FOR INCREDIBLE STRENGTH 4;`; .z1, INFILTRATOR'" chambers are molded from a high density poly- -, , ethelene and are impervious to all components of wastewater. 77"'; t .i..........4 •• �, t They have been structurally tested by a Registered Professional . - F'? • ,.i / % s ., 1 L I� ` _ Engineer and are available with an AASHTO rating of H -10 (16.000 ..ra F3ca # 7 y lbs. /axle with 12" of compacted cover) or H -20 (32,000 lbs. /axle v � �` J ` ' • A tr if with 18" of cover). �, •' t '� I• TH INFILTRAT SYSTEM ; d t. - .< �,�'` ' s HAS ADVANTAGES FOR EVERYO , M , •-: I nz ■ A high performance, state of the art system. s b, t yy ' � , 1Y ■ Double the unmasked soil interface area compared to r- �., F grovel systems. 4.. A • Complete system delivered in one pickup truck. Oh • Fast & easy installation. 1 III Reduced labor & machine costs. ■ Eliminates compaction, shadow effect and mess caused LIMITED WARRANTY from gravel. c °) M :n w integrity lyd eo h INFILTRATOR' ononle 0 the m «. Cadence with roonoec lure's 0and tian. Is .°ranted to the pine! P✓cbsa °pons? doles Ol0 imp ovId o ols o woNmonsNp la ono yea • Easy inspection. ban date offro n. ljl„ esnoldo detect a a mo°withinthewate,* Wool i5)do must I innlndakYsteoev°. d the detect vAlhin Arleen (s5) cloy Innlvot Systems WA supply o S 0f emo urn nt unit • • Structurally strong, H -10 and H-20 load ratings. bolo sytems' loOA a Systems w' oroia� irn ieialion d m writs . e ■ A Deportment of Housing and Urban ro) d by U.S. D f T H E ~RANTY IN SUBPARAGRAPH co) Is EXcLusNE WERE ARE No on1ER WARRANTIES N1TT1 RESPECT 10 n1E UNITS. INCLUDING NOwARRAN11E$Or Development - Federol Housing Authority. METtCHAMABIMOR a MESS FOR A LMTIOUM PURPOSE THE WM. RANT! COES NOT EXTEND 10 INCIDENTAL. CONSEQUENTIAL SPECIAL OR • Complete technical back -up information is available. INDIRECT CD DAA INCcLUDINGlo to o PENALTIES AND FRO NR, LABOR AND MATERIALS. OvtMEAD COSTS. OR OMER LOSS OR EX. PENSE INCURRED BY BUYER SPECIFICALLY EXCIUOEO FROM WARRANTY COVERAGE ME DAMAGE 1011< UNITS DUE TO ORDINARY WEAR AND ,, t TEM. AL STORMWATER MANAGEMENT UNITS SUBJECTED 10 E. STRESSES EISEp TIN N HOSE SE UNITS. LY+TIE N,A BEIN ACCIDENT. ML STS NE MA BIO EP PRES- OF I r IMPROPER THE INSTALLATION INTO BUYERS SYSTEM, EEM NDI INSTRUCTORS. GREATER ME DR PLACEMENT ANY OTHER CEMENT BY BAYER OF THE INEILTRATOR ADVANTAG ' " -` ` MEC B R f r - FURMERMORE. w NO DENT SHALL ME COMPAN BE RESPONSIBLE FOR n LOSS OR DAMAGE 10 ME BUYER. ME UM'S OR ANY MIRO PARTY RESULTING FROM RS INSTALLATION OR SHIPMENT BUYER SHALL BE SOLELY RESPONSIBLE Nit ENSURING TAI INSAnAnON Or Inc SYSTEM 6 COM- The INFILTRATOR'" is a complete systems approach to storm I� -mien PIA IN ACCORDANCE WM ALL APPLICABLE LAwS C00ES. RUES AND ixarrxTIous management that gives the engineer tremendous design , e- (c) NO REPRESENTATIVE Or THE COMPANY HAS OA AUTHORITY 10 CHANGE dom to meet the needs of the individual site. The engineer cn Ise RA n AFnIES 10 PARTY THE TN AN 10 T units combined with stone for shallow or deep systems tha' r ncot OR GINA BIER ony requirement for storage and treatment, require no 1Yeovy -- equipment except a backhoe for installation, and are higl :!y _ust Distributed by effective. A detailed stormwater brochure is available HI on request. 11 you have special problems or questions call INFILTRATOR SYSTEMS or your local distributor. INF1LTRATCR SYSTEMS INC ._._ - _ I. 123 Elm Street ■ Suite 12 • Old Saybrook, CT 06475 • 203 - :C.8 • 6639 ■ 800 . 221. 4436 • FAX 203.388.6 PAT NOS. 47S9661,5017041 and 5256460 Canadian andolhet poi r I © 1993 trdihatorSystems Inc. ISI10193 N • • THI ,„...,„ TO ' k ; 7 P ra '' • CILIATION INSTRUCTIONS ,I LI Excavate ond level 3' wide trenches U Screw closed end plate in downstreom end of lost unit to hold in place NOTE: For serial distribution. or to loop the p. In Prepare trench bottom and sides in occordonce vi:li trenches together, use on open end plote at the down- stole ond loCol regulations (Infiltrator Systems recommar ids s'reom end of the trench. and run o pipe from tho opening • raking sidewoll ond bottom infiltrotive surfoces to elimin lo the next trench smeoring ) • rid ft_A Fill side wolf oleo to tat,. . • - - El Screw splash plate on bottom of open end plote top of slots with notive soil k . z .4 'Wolk" fill into place to d . . ' - fl Screw open end plate into inlet end (without interl ...ks) give proper support of • ' •• - - fi c,z.....1 - . - ,3 • ..-:..i -. of first INFILTRATOR"' chamber with splash plate extendirm sides THIS IS VERY - -Y . 1-• " ''`'S* • • Into unit. IMPORTANT TO ACHIEVE '4N--v-4,4'.. ' ...---s- ••ak . ' fil" IL a ••■•B MR STRENGTH. im.....% :-.,-; . - 1,1 ;60;:,,,,kc...A,S . : ni• A . . .... ..-! .:It f (411C: . 0 Ot... . . . . p. s , ._,.; A -.}: et .. 1 :: Ai, ! ;!--e 7 5:4; t„, S k• ' 7 : 1 :k ''- :“ - 1.-, -• r. ‘,-4.0 .. ... A .r4 i ..- [11] Bockfill to o minimum - - • ' 4.? ' ... • .. - -",,..„ ‘ .4%4.4 - ! , 4 . • ', cii.rtit?.. • ' ' .. ,. 'A .:•0C of 12" of cover after . ..-, • : ....r-_,,,_•-••„, . . t ' • • 4:70 compactn nd settl io a se \-, ...C-Z -,;, PC' -- - c L., ',;%:!.";',1/2: i .......t vim- . A , n g -..-. .4_,...." V - N. •,:.• Zleit,„•, -c: • • ' o' • • - .. I 4 .. It" 'a V: ' 4" ' ' ' 1 r H-10 units ond 18" for ::•• ir :o"tc . '''tx. , li.;Mtli '' - ,.' - '7;•.:. ' '"" ° ir'lio , . 1 C•I C ‘'`- '& • • , LT; •',•• 1% 4 -....-:•::.‘ " II-20 units Avoid lorge ... .•71- ., r r OE - -. , r. . .. r . • :11 • '---et'in ;17: . roc.ks in the backfill mo- r. .,.7,4.' - - . ' ‘ t, : ...... 7 ,... tl 1 t a i , I : 1 IA feria' CAUTION: Avoid 3 W. '..' , ii. • •. • ' 7 ' • a , -'' t k• - ± . k . _ . .t.., -. .-2:1:,;„,•- - .-„. l '-gr- . ( „A vehicle traffic on system ■,,:r 1 - ` ' t ''' - • -&--- •'." L --- • 1.,..:,-.' during constructio n since L. ,/, 1/4 4' 1. .., j ,...... .fl'Ilt', ..rt \ .. , -- k j .. .., e • e .9Dt1 hos not settled This is 2,..•. 7 • : . i ,iy, -1 , :::-.!...- L L , : -..:Al:1/405. i :`= particularly importont in 4 ..--= - =, - .1/4, '.T.‘,■.'" 7 , e - a , - „ ;:,..--.- - „ . • • ",..„. \. • •. 1.-+....." ,(,. .. .• - sond since loose sond i' • .'', 'err.; :• •, : - % e tr a k 4M- 4-2- r oi --'- -- - ' . -" ./ 1 4-0.1-t , - ki, .•,..r0r• • -fan.% • ... offers very little structural i..?/::: . a 17 7 I Pr.? : 'V V :-. • 4 -- Most states advise •, avoiding vehicle troffic to prevent compaction of the Infil- U Place first unit in the inlet end of trench with interlocks downstream. trotive surface. (After proper depth of cover is compacted and settled. INFILTRATOR'" leaching chambers will then support vehicle weight not to exceed 16,000 lbs per axle for 6 Run distribution pipe through inlet opening in end plate 11-10 units ond 32.000 lbs per axle for H-20 units) • but not beyond splash plate Single screw may be used to hold in ploce. Pipe does not normally run the length of ,, . - system. -4 I re- -.• . q . 4 . ti..,4 , A f., 4 161 Slip INFILTRATOR"' ri ' • at ,1 I , . • i .. i %,, units together, fully en- •.31/4 . ..:. / 1 1 ,./ . i gaging interlocks to fcxrn " •:--- • . • y 1 ,_1,1 'Th 4 • • , 0 's •i'... . ' 1 desired trench length . • .,,.• -c,.., ,' , fir . 1, V: 1,11,7 •:i . V WI' ilily : ., . \ .•:^•"-n::_— , • •• • : . - 4. trA a lo keep joints horn '....-.,...:: ........irl •41/ ' . .--..,1% :.L:14 • 71 -- - . • . N:r.,s • • 16 . A — coming apart during •,-- ...... ‘• - I •• t ' : ' liettl . . - *•;•"' 4 ,49 a on i t n i t le,:. .. -' r.1,. ' 4. ,., ' • ‘...: a‘:a":1...-r .• .' ." 4r. ' ' ••'+ -- •,. ,,,e4„-c.s.,..... C s ruc io ond (Of a - ;.:1'‘..,:t..;'",%1 - efrye maximum sliongth - larnIs . .. "4 : 4 11z-lr ..4 .*1 . -.E "..":. ....% '.;-,,,,,.• ::,.: ;Iv sa.... '-..—,teg may be screwed together . ....r... , "?.) ---- ..-.---.- . -.."....,.: -- ,. - - • • , n 1/4 ' 4 ., : .•.4 w 1• ‘ -+N: ,,;,., --fl with 4 self drilling screws K.. r - s-nt-t . c -- --.- ,- .c --- • - .%, zt ••' . . "•;''.,' "‘ . 40- -,-;-= • - ''"•"' - 4 - 0/ f'-' '• ..,.•, ` - - r Amihib.. k ' • , Ch06,i'd With 0 levol or ".1?-4 24:k: . J .V.:,r: --- , , : ,:,45,1;,; .1 ',...•;?.., ' ‘t .' SLOW:Wing equipment , ----:?..,-'" -:. ... 22 terel6,..0, 1 - 1 . 1 ,C. . ..,,I,Ce . 1 4 . ..,:- • , ;I.... ' ---,.. V.,..,,T. -e,„. -.. '‘',,,,e----• -4 11t.,:;31...41. ,. , - .:.){ .: s z t ";- . ,. i. •\... ' : - . . ..,‘;,...;A:tfr,....... - ' ,....., -4,* u,..,....,.. - 1., 4 . V. . . : ....': .. AllS i''.. %. \ ' ....M k."... ... : 4. - `• ..-• .. .1,.....: „...... ' \-106 .2 "' ' - - - T,. • BED SYSTEMS - " PRESSURE DISTRIBUTION ExCOvOle and level desired bed oreo Rake soil surface to INFILTRATOR'" chambers ore cosily adopted to pressure eliminate smearing Follow steps 3 through 8 on the other side. distribution. Simply suspend 0 prodrilled pressure pipe in the lop of the units with simple. Ip01pr001 plastic pipe straps ® Ploce rows of INFIIIRAIOR" chambers next to each Supplemental installation instructions, with complete details other to achieve desired bed area for pressure distribution ore available r q + . mo t . w x . E r Nit-::1T1•:.! �t �„�'��.4 �� ° y ` . t % : t ? h » I ' �• 1 ' `��S 5 y -ti I . — ~ " 1 t � 1 s © Fill side wall area oround perimeter and between rows Of units with notive material up to the top of slots and "walk" • ACCESS in place to give proper support to sides 117: ACCESS PORT . , 0 Backfitl to o minimum of 12" of compacted. settled cover for H -10 units and 18" for H -20 units. Avoid large rocks Access port at the top center of eoch unit may be cut out in bockfiil moteriol For o Jorge bed that connot be filled and used for venting, inspection or manifold connection . from the sides, use o light tracked vehicle and be sure to Insert 4" pipe through hole and use o coupling ring as maintain the proper minimum of compacted cover beneath shown to keep the pipe from dropping into the chamber frocks at all times. DO NOT USE WHEELED VEHICLES ON THE BED DURING CONSTRUCTION. _ .;., li A WAITED WARRANTY t 7• , - ti� v o. The sluCMol integrity o oocn INFIDRAIOR` unit when mslolko in accordance with { ri j / rr from/OM COrs insIIuclons, Is vonOntoo to the orginol purcnoser arms! defective ��� -4 3se• •. clehOls orxs Wrkmonshp owe ono yeol from oe d morMOctulo St 0 dolocl � - r +Li+ i' t - O( Mlhin Ste wononly oOroO. purchosor must inform InrItlotor Systems. Inc of the ' 1'r( - L OBIOCivAtivn6Reen(15)Ooys Infdnolc sysloms w+Ir supply O roplocenent unit lnlilnotor . yT ' 6 - Syst ems' Sobriety specikollyecluOes me cost d removal ono /or lnstolbton of the units ♦" � ' " - b.114 WARRANTY N SUBPARAGRAPH (o)ISEXCLUSIVE MERE ARE NO OTHER WARRANTIES � : V ' i � ' W1H RESPECI 10 SHE SNITS INCLUDING NO wARRNRES OF MERCHXWTABIUTY OR OF -' ' '�f t , 7 Al I Sy FITNESS FOR A PARTICULAR PURPOSE THE WARRANTY COE5 NOT EXTEND TO INCIDENTAL _L CONSEal1EN71AL SPECIAL OR INDIRECT DAMAGES NE COMPANY SHALL NOT BE LIABLE t P ,-' i-# Sin - - _ r .' �; : .. . • FOR PENALTIES OR LIOILDATED DAMAGES INCLUDING LOSS OE PRODUCION AND -. f' i L'-` PROFITS. LABOR AND MATERIALS OVERHEAD COSTS OR ORIER LOSS 1)R EXPENSE t e I' � P 7 t't WCILMEDBYBUYER SPECIFICALLY ExCLUDED FROM WARRANTY COv(RAG( ARE DAMAGE p ' 1 1011 uNase(E to ORDINARY WEAR AND TEAR ALTERATION. ACCIDENI. N MISUSE. ABUSE ' . :t. -. OR NEGIECIDF ME UMIS. THE UNITS BEING SUpIECTED 10STRESSES GREATER THAN THOSE 2 ,r PRESCRIBED M E INSIALLATI0N INSTRUCTIONS THE PLACEMENT BY BUYER OF 1MM10PER MATERIALS INTO BUYER S SYSTEM. OR ANY OMER EV<, NT NO! CAUSED BY SHE COMPANY . .. - - FuRIH4RMORE IN NO DAM Stan ME COMPAN. at PES$ONSIBLI 1OR ANY 1055 OR .: DAM - AGE TO 1HE BUYTI? eft l(4115 OR ANY THIRD PS M TY RESULTING FRO I15 INSIALIA0ON ... .. OR SHIPMENT BUYER SHALL B( SOLE Iv RESPONS&I -0P E NSJrnNG THAI INSIAy UATON OF 1111 SYSTEM ISCOMRf TED NACCORDANCE WT. ::L APPLICANT LAS CODES IALf5 AND REGILArIONS c NO REPIESENTAT1'4 01 011 COMPANY IIAS ME A: r-IORIrY IOC HANG( 1105 WARRANTY N ANY MANNER w IA 0(1 TOE X R N() MIS :ARRANT,' NO WN)RMII■ AP{IE S 70 • ANY PARTY 0111( IIUN ID 114 01C.'NN 81141' if you hove special problems or questions call INFILTRATOR OI;ifibu led b SYSTEMS" or your local distributor. y INALTRATOF.'s SYSTI ki5 I \J( - -- 123 Elm Street • Suite 12 • Old Saybrook, CT 0 ' • 203- 388 -6639 • FAX 203- 388 -6810 • -.. . . \ • .) 0., f . \ 1-Ud30 NIII „frZ Ac !, , (.) , -.-.1 . L o • :A ec • (3 ** '-- • ta cz v ‘c , .• , N. 0 Nc.. ,.. , ..,..: .. • .... t.- . . t. . N- , • . . . . .' al '• ..t .:..,...:'?,1 CH ...4 - !. 7...:,:! • , •• Co' ft. ; ...- i , : . , ' , . st .. , • . ' tu r; • • , , • -." ;* • :: r . t..P'q ;..- U - 16;-; , r , ,.: i /1 • r , . . . : .. r ..' ' • 1-.: 4 4 0 • . :'• • r:. . 1 . ''. . • 1 v. . . .... ..• . ... , • . . . : .,.. . ,. . • .. ... . - ' . f‘ t i .: ‘'.....- -.. ' ..1* : '''.:,". Z;']:''' .':, : .t, • 0 . - . %. • • • • ' " ..:... A tit,,± t s'414..;.:; ; ;,., :ALA. .:. : ...( .... (..) t . ( .."5 ..:- : .....,. .. ...• .... i i. -. :c.sistcf„, , ,..t.tk : 34 vt tA.T:‘,.„ :, . - ..- 4 W.' • (. ."' ' I ; • ' - 15 . ..L -:, ; -. - t: 0.. .itkv-IY.1.t1 V;rYt ..,' 7 • ;Q: ce : . „ • •• .(•) t3:- L , 0 • \ ,.._-... . 14..:f.;' ••••,:?: "r. 1 :•.• , ' 4-, ; !. • `,.....,„•, 4- • C-;;;•tc ik •;,.-•• :••• -.4 • : :: ' ••• .. li)0'.. • cS:•'•:.C. 3-:71::'• :•cr . . , .:, 1- --••-•- \: '; je- '-.7 f< ., • 7 ' - ' : e l ' . :.''.. . e • i S -... - -.1 tt, „id.) ev . • .t-jZt:),10./. ‘ t.: 7 ' '' 1 • -. ''r •-: . . .. Lt. t t,.._(/) ..i • ..: r.. .; - ' -. • • .....•,:s. -.. , •:.-.. : k " K LU 0 . ' • tu tt, ...... • ki •A‘. - -- 1 0-k---'..; .t.• . trll ct ‘.•: . ' . • 0 00 i Et k 0 , NI- 1 3. Q.. t.t. , : ' ? ;", - - t .:.)!•.1,.t - 37, 2 ".::• . ..-•,..• i 1. : • . - L i • -C6:4-f,b..Q,11110`''.14),,ii'C''"''.: ■ i ' . . . 1 .!..4 It iv!! s pk,ici,... : . • ,...;::;:.. .. - : .'. ..:; • ....... : R.- . • ' - • -.',. ' . • • I, irbtit$k 0 . - , si \ „.s.. IA . '. -. . . ; ' :'. I' s . '' lilt* gin iiiti ti • - • i,:• ' 1.._