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HomeMy WebLinkAboutSite Certifications - 10/08/2014C.A.T. 23'd ( SUNSHINE HOUSE — FC 139 2060 Perennial Lane COMMERCIAL, MULTI -FAMILY AND SUBDIVISION t32,Z-7S escrow« en/zs��4 CERTIFICATION CHECKLIST (Overall Site Drainage) sub+U��d Io� "wa.i� '��.1 w%' �.�i�t � :Ja►� +II'Ni�ki�a+.�5 ,oil Please fill in all applicable items in this Certification Form for Commercial Multi-Famil and eSa.r0.0A6 I y Overall Single Family sites. A copy of the approved grading plan must be submitted with the as - built grading plan. (It is preferred to have the as -built elevations written in red next to the approved elevations) Use "OK" for items checked or actual numbers for items verified/surveyed in the field. Use "N/A" for items that are not applicable to the site that is being certified. Please provide an As -Built Redlined or Mylar drawing showing the following: A. Detention, Drainage Facilities, and Common Open Spaces 1. Pond Certification N/A • Provide Topographic Records and Volume Verification Calculations N/A • Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) N/A • Positive Fall to Pan (if applicable) N/A . General Pond Grading including all Side -Slopes N/A • Invert Elevation N/A • Forebay Construction and Elevation N/A • Spillway Weir (Location, Elevation, Height, Opening Width) N/A • Placement and size of riprap or alternative permanent erosion control measures N/A • Orifice Plate and/or Water Quality Outlet Structure Installation N/A • Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) N/A • Berm and Embankment Compaction Level *OK • Subsurface Media for Water Quality Ponds and Swales SINGLE ASTERISK (*) = PER CONTRACTOR MEMO. ENGINEER UNA13LE TO VERIFY. NORTHERN ENGINEERING ci F& tOCollins 2. Swales OK • Location (are they within easement?) WHERE APPLICABLE OK • Dimension and Cross -Section Verification OK. Longitudinal Slopes and Side -Slopes OK • Spot Elevations SEEDED AND MULCHED, TBD • Permanent Erosion Control Measures (drop structures, riprap, lining) OUT VEGETATION IS NOT FULLY ESTABLISHED. OK • Tie-in to Storm Lines, Pans, Curbs, or other appurtenances OK. Required Minimum Freeboard, Provided Freeboard OK • Landscaping Infringement on Flow Line?ONE TREE IS CLOSE, OUT OVERALL DRAINAGE FUNCTIONALITY SHOULD NOT SUFFER 3, Pipes OK . Size and Type OK . Slopes (As -Built and comparison to 0.4% Minimum) N/A • Pipe Capacity Calculations (if slopes are significantly altered from design) OK • Invert Elevations *N/A * Installation and Backfill OK . Cover *N/A . Encasement and Clearance from other nearby utility lines *N/A . Joints Type and construction SINGLE ASTERISK (*) INDICATES ITEMS NOT ABLE TO 13E VERIFIED BY ENGINEER. NORTHERN 2 C.A.T. 231tD SUNSHINE HOUSE — FC 139 ENGINEERING 2060 Perennial Lane Fort Collins 4. Concrete Pan Channels NIA* Size N/A• Slope N/A • Cross Section NIA Thickness N/A• Elevations 5. Inlets OK. Size and Type INLET A8 HAD TO BE MODIFIED IN THE FIELD, AND THE RESULTANT GRATING OK • Size of Opening (or name of Standard Detail used) HAS LESS CAPACITY THAN DESIGNED. HOWEVER, SUFFICIENT CAPACITY OK • Grate Elevation REMAINS. OK• Invert Elevation OK • Box Size INLET As HAD TO BE MODIFIED IN THE FIELD; HOWEVER, SUFFICIENT CAPACITY REMAINS. 6. Street Cross -Pans OK. Size OK. Type OK. Grade OK* Elevations * a Cross -Sectional Depth OK• Tie-in to Curb and Gutter SINGLE ASTERISK (*) INDICATES ITEMS NOTABLE TO BE VERIFIED BY ENGINEER. NORTHERN 3 C.A.T. 23RD 1 SUNSHINE HOUSE - FC 139 ENGINEERING 2060 Perennial Lane In For-t�Collins 7. Culverts WA • Size N/A • Type N/A • Invert Elevations WA • Headwalls or Wing Walls 8, Sub -Drains OK • Size THE HORIZONTAL LOCATION OF THE SUB -DRAIN ENDED UP CLOSER TO THE CURB LINE THAN DESIGNED. OK • Type (Perforated/Solid) HOWEVER, FOLLOWING A SITE MEETING WITH BASIL HAMDAN, THE CONSTRUCTED PIPE WAS DETERMINED TO OK • Cover BE ADEQUATE. OK • Backfill THE SUB -DRAIN WAS NOT SUPPOSED TO HAVE A CEO -TEXTILE WRAP, BUT ENDED UP GETTING ONE INSTALLED. HOWEVER, GIVEN OK • Geo-Textile Liners THE AGGREGATE MAKEUP OF THE PICP SYSTEM, LONG-TERM CLOGGING OF THE CEO -TEXTILE IS NOT EXPECTED TO BE A OK • Clean -Outs PROBLEM. 9. Curb Cuts WA • Size N/A • Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces OK • Overall grading contours of open spaces N/A • Spot elevations adjacent to private lots (property corners) NORTHERN 4 C.A.T. 23RD SUNSHINE HOUSE - FC 139 ENGINEERING 2060 Perennial Lane Fort Collins B. Grading certification 1. Certification of Grade Elevations: OK • Minimum Opening Elevations OK • Top of Foundation Elevations OK • Comparison to 100-year Water Service Elevations OK • Comparison to Freeboard Elevations and Base Floodplain Elevations - BFE 2. Verification of Site Grading: OK • Engineer to evaluate site grading compliance with the approved grading plan. OK As -built elevations are to be redlined onto the approved grading plan sheet showing the as -built spot elevations next to the design spot elevations so compliance can be verified and documented. PERFORATED EDGfNG AND/OR LANDSCAPE CULVERT C. Certification of Erosion Control Measures: RECOMMENDED AT EMERGENCY PLAYGROUND EGRESS TO THE EAST. 1, Permanent BMP Measures: TOP • Permanent Vegetation (no more than 6" bare spots and weeds under control) SEEDED AND MULCHED, *OK • Riprap or alternative permanent erosion material BUT VEGETATION IS NOT FULLY ESTABLISHED. *OK • Riprap Bedding N/A • Cut -Off Walls or Channel Drop Structures Cross -Sections N/A • Sediment Basins *OK • Water quality ponds/Sand Filter/Bio Retention Construction and liners N/A • Permanent Netting Mats or Blankets OK . Mulching and Seeding SINGLE ASTERISK (*) = PER CONTRACTOR MEMO NORTHERN ENGINEERING G ENGINEER UNABLE TO VERIFY. C.A.T. 23RD SUNSHINE HOUSE - FC 139 2060 Perennial Lane Ctty toCoUins 2. Temporary BMP Measures: OK • Mulching and Seeding N/A • Temporary BMP Measures as shown on Erosion Control Plan D. Post -Construction Site Cleanup: OK . Construction Debris Clean -Up (In particular debris affecting the drainage) OK • Smoothing of Ruts in all Construction Areas OK . Reseeding of all Areas Affected by Construction Activities (Usually enforced by the City's Erosion Control Inspector but the engineer Certifying the site needs to notify the contractor if areas are not seeded) E. Statement of Compliance: This certification is signed and stamped and by signing this form the Engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the As - Built plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any and all Stormwater Utility permit holds on Building Permits and/or Certificates of Occupancy within this development. F. Signature and Stamp by a Colorado Registered Professional Engineer �AO0 /�� s. 7 GasC�09.30.1, Nicholas W. Haws, PE, LEED AP Colorado PE Registration No. 39767 NORTHERN 6 C.A.T. 23RD SUNSHINE HOUSE - FC 139 ENGINEERING 2060 Perennial Lane Martin & Sons Excavating, Inc. 18868 Weld County Rd. 3 Berthoud, CO 80513 Windsor Phone: (970) 635-0404 Fax: (970) 635-0413 September 4, 2014 Construction Concepts 14125 Mead Street Longmont, CO 80504 Attention: Ed Hurtubis RE: Sunshine House Dear Ed, The purpose of this letter is to state Martin & Sons Excavating, Inc. installed rip rap at the storm pipe outlets according to the plans and specifications from Northern Engineering for the Sunshine House. Martin & Sons Excavating, Inc. also installed the soft pan in the swale according to the plans and specifications from Northern Engineering for the Sunshine House. Sincerely, Steven Martin V.P. Construction Inspection Checklist for Permeable Interlocking Concrete Pavers Item/Activity Yes No N/A Documentation/Submittal Requirements Excavation Post -excavation infiltration rates are greater than 0.5 Vew in/hr (for "full -infiltration" designs) P_ F Impermeable Liner Impermeable liner meets design specifications ✓ Impermeable liner attached to concrete perimeter wall Impermeable liner is not exposed ✓ I'ef:� ,PLC No Underdrain System Underdrain pipe is per design specifications ✓ At least one cleanout is provided per underdrain lateral Cleanout pipe is not perforated Cleanouts covers are installed and watertight ✓ Underdrain is NOT wrapped in geotextile fabric Underdrain orifice plate installed at outlet structure Underdrain integrity tested after backfilling using TV and/or water test es 9eP V I �. Off, Aggregate Base coarse (e.g. #2/4) has 90% fractured faces Bedding coarse (e.g. #89) is thoroughly washed Subbase materials are installed and compacted according to manufacturer specifications Protection During Construction PICP area is protected from construction site sediment, including runoff from the upstream catchment and construction equipment traffic. s , E'�F Close Out Upstream catchment is stabilized prior to diverting runoff into PICP system 9/9/2014 Revision �45 Construction Inspection Checklist for Bioretention Cells PLC I I��Iy{,LI VIIy Yes No Excavation Heavy equipment did not travel over bioretention cell during excavation Bottom of cell was "ripped" after excavation Bottom of cell is flat and level Excavated area is protected/surrounded by sediment/runoff control BMPs during construction Inlet Inlet invert elevation is at least 3 inches above containment wall/berm Upstream catchment drains to inlet is installed according to design specifications has flat, concrete bottom Outlet Outlet structure/overflow elevation is confirmed I Impermeable liner meets design specifications Impermeable liner attached to concrete perimeter wall Impermeable liner is not exoosed Underdrain pipe is per design specifications At least one cleanout is provided per underdrain lateral Cleanout pipe is not perforated Cleanouts covers are installed and watertight Underdrain is NOT wrapped in geotextile fabric Underdrain orifice plate installed at outlet structure Underdrain integrity tested after backfilling using TV and/or water test 9/9/2014 Revision Liner A 1 Documentation/Submittal Photograph Photograph Measure/record distance between inlet and top of containment wall/berm Measure/record distance from overflow to top of media filter S Filter Filter media composition is per design specifications Filter media was "machine mixed" by supplier prior to delivery Filter media installed flat and level Other Structural Containment wall/berm is continuous and level Landsca Final landscaping does NOT include sod N Final landscaping (wood/rock mulch) is flat and level %0 Vegetation is planted according to landscape design specifications Verify that weed barrier is not installed Temporary irrigation installed Upstream catchment stabilized prior to diverting runoff into bioretention cell 9/9/2014 Revision If N/A, then verify that permanent irrigation is installed to establish/maintain veeetation pleted by Ed Hurtubis = Project Manager Aruction Concepts, Inc ember 17, 2014 SUNSHINE HOUSE PERMEABLE PAVER INSTALLATION 2060 PERENNIAL LANE, FORT COLLINS, CO 80526 SEPTEMBER 15, 2014 No Text f , V ru. it Pavers installed, South of building at the front entrance. Paver installation complete E �_ r 'Construction Concepts, Inc. Designing and Building the Future Submittal Transmittal Detailed, Grouped by Each Number Sunshine House Project # 1401 Construction Concepts, Inc. 2060 Perennial Lane Tel: 970-492-4503 Fax: Fort Collins CO 80526 Date: 6/24/2014 Reference Number: 0092 Transmitted To: Mick Aller Transmitted By: Ed Hurtubis Aller Lingle Architects, P.C. Construction Concepts, Inc. 712 Whalers Way 14125 Mead Street Suite B 100 Longmont, CO 80504 Fort Collins, CO 80525 Tel: (970) 535-0600 Tel: 970-223-1820 Fax: (970) 535-0299 Fax: 970-223-1833 Qty Submittal Package No Description Due Date Package Action 1 0676 - 02780 - 0 Permeable Interlocking Pavers 6/18/2014 Transmitted For Delivered Via Tracking Number Approval E-mail; Hand Items Qty Description Notes Item Action 1 1 Permeable interlocking concrete pavement Cc: Company Name Contact Name Copies Notes Remarks Ile physical samples have been reviewed/approved on site. We II be providing the Filtra Permeable Brick in the Minnesota River Aor blend. The Filtra paver is the new 'hook' style interlocking r. V. ' . Reviewed EH - CCI 6/24/14 PROJECT SUBMITTAL REVIEW ENGINEERS REVIEIV RESPONSE REQUIRED OF CONTRACTOR NO Exapbons Laken VZ NOW _ ReJected _ CoMlm _ Note Madongs _ Resubmit Comments Attached Engineers renew is fw general conformance with the design camwpt and Contract Do meats. Markings or connments shall not be construed as retienng the Contractor from compliance with the project pars and spacificatiws, nor deparaWres Iherenom. The Contredo remalrt responsible for deta,lsand awurecy. for wrifirmlrg and correlating all quanbties and dimensions, for selecting fabrication processes, far te&mques of assembly, for installation pr000duras and pubkc entity irspewon. for perlormng this work in a safe mariner, and for obanng all newasary approvals Iron the Owner, ArcNlect General CO,trador. and Jurisdiction Hering AURlorlry. as appllrable NORTHERN ERGINEERINGSERVICESa INC Date 07.24.14 Signature Signed Date Prolog Manager Printed on: 6/24/2014 CCI Prolog Page 1 2" BEDDING COURSE: Y4"-%" FRACTURED, WASHED, OPEN -GRADED STONE 4" BASE COURSE: 3/4" FRACTURED, WASHED, OPEN -GRADED STONE 12" SUB -BASE COURSE: 1Y2"-3" FRACTURED, WASHED, OPEN -GRADED STONE VOID FILL: YR %d" FRACTURED, WASHED, ,,, ,,,,, JV UVIV"1VC AQUA-BRICTm BASSTM - GENERAL DETAIL NOTES: 1. THIS DETAIL IS INTENDED FOR GENERAL USE AND REFERENCE ONLY, AND IS NOT SITE SPECIFIC. 2. CONSULT WITH A QUALIFIED CIVIL, HYDROLOGICAL ENGINEER FAMILIAR WITH SITE SOIL CONDITIONS. Borgert Products, Inc. 8646 Ridgewood Road, St. Joseph, MN 56374 Local: (320) 363-4671 Toll Free: (800) 622-4952 Fax: (320) 363-8516 Western Operations: 5170 Kalamath Street, Denver, CO 80221 Phone: (303) 783-3864 Design Showroom: International Market Square, Mpls, MN 55405 'SOIL FILL 4" PERFORATED PIPE AQUA=BRIC TM BIO=AQUIFER STORM SYSTEM (BASSTM) GENERAL DETAIL SIZE I FSCM NO, I DWG N0. BP-2.1 I REV SCALE N.T.S. SHEET t- % ' �• :, . �•, �� � STOP 4 i e"s�+�`i'/'�a4r:.#.rsr•�q4-.aYilI11�M�7�Ri"cefa�:.3i9 c"'��YC#l:Y6Y^a:9ll.t+r�'7?.'tl�Y�li,'M�ue.:l�-i.•G.. ..-'ZxG.. w;,�A+.'4MY:'+L4t.`467� df grt�e:•#•�7eiu+�►xa�s��ot7r�,veAv�`a.`r�u,�.i�:s*-: • 9 — „s7 a Wr. » . M1 l ya ♦ ._ . ,_. — .c3 `.ram ' "i.k�"AS`• " r..M„" d�•�.. ter^. +..�_-.ITT - 00000wIIITt y. l / / ry, a Addw J �9 5 The Solution to Stormwater Runoff Problems Permeable interlocking concrete pavements (PICPs) are becoming increasingly popular as more cities and states are faced with meeting stormwater runoff regulations, increased impervious cover restrictions, and the adoption of LID or LEED practices, Permeable interlocking concrete pavement systems mitigate stormwater runoff through infiltration. This allows for reduction of volume and peak flows, improved water quality, filtering of pollutants, mitigation of downstream flooding, and recharge of groundwater. PICPs are considered structural BMPs under infiltration practices. From an engineering viewpoint, permeable pavements are infiltration trenches with paving on top that support pedestrian and vehicular traffic. By combining infiltration and retention, permeable interlocking concrete pavements offer numerous benefits over other types of structural systems. Permeable pavements also work well in conjunction with other recommended BMP practices such as swales, bioretention areas, and rain gardens, Cover Image: Derby Hill, Denver, CO - 2010 t, 1 .+ e.• wy,1 ,M ✓ .• • ♦ of 114 7 N°: 2 low r 10 ltbb Ow goo1 � • Earn LEED Points for using PICPs 1►M s . . n �� ,. a r{� � .r . X lP r � � • • '• � ..err �,. .i• f � r n / ♦ r I �, , - - • - Jore f ,f a r Best BMP Practices For years, most home builders and developers were wary of green building practices. However, with impervious cover restrictions and the increasing costs of energy now beginning to impact residential projects, the NAHB is encouraging the use of "green" products in single and multifamily developments. Permeable pavements offer an attractive solution to impervious cover restrictions. i V i PICPs can reduce runoff volumes and flows and recharge groundwater. They also can filter pollutants with removal rates of up to 95% total suspended solids, 70% total phosphorous, 51%total nitrogen, and 99%zinc. Reduction of runoff also may offer property owners reductions in stormwater utility fees. I N ': 4 Features and Benefits of Permeable Interlocking Concrete Pavement Systems (PICP) PICPs are attractive and can be used for residential, commercial, institutional, and recreational pedestrian and vehicular applications. They can be used for parking lots, driveways, overflow parking, emergency lanes, boat ramps, walkways, low -speed roadways, and storage facilities. Permeable or porous pavements should not be used for any site classified as a stormwater hotspot (anywhere there is a risk of stormwater contaminating groundwater). This includes fueling and maintenance stations, areas where hazardous materials or chemicals are stored, or land uses that drain pesticides/fertilizers onto permeable pavements. Can be designed to accommodate a wide variety of stormwater management objectives Runoff reductions of up to 100% depending on project design parameters Maximizes groundwater recharge and/or storage Reduces nonpoint source pollutants in stormwater, thereby mitigating impact on surrounding surface waters, and may lessen or eliminate downstream flooding and streambank erosion Allows better land -use planning and more efficient use of available land for greater economic value, especially in high -density, urban areas May decrease project costs by reducing or eliminating drainage and retention/detention systems i+• dd f _ _ 1 N4: 5 It is recommended that a qualified civil engineer with knowledge in hydrology and hydraulics be consulted for applications using permeable interlocking concrete pavements to ensure desired results. Information provided is intended for use by professional designers and is not a substitute for engineering skill or judgement. It is not intended to replace the services of experienced, professional engineers. The benefits of our Permeable Pavers run deep. From efficient water management to incredibly smooth pedestrian surfaces, you're watching out for the environment with every step. Permeable Pavers recharge groundwater and help control water pollution. Where else can you put beauty and function to work so elegantly? The possibilities are endless. T • • .. . r . . r ., ~. i • ♦ r� • 1 ♦ A j . `ram �AL IL7J ) �' ♦ i`• �m Y 4 N°: 6 Infiltration Rate Design Permeable interlocking concrete pavements are typically designed to infiltrate frequent, short duration storms, which make up 75-85%of rainstorms in North America. It also may be possible to manage runoff volumes from larger storms through engineering design and the use of complementary BMPs, such as bio-retention areas and swales. If properly constructed and maintained, PICPs should provide a service life of 30 years. Like our traditional interlocking concrete pavers, they may be taken up and reinstated if underground repairs are needed. If, at the end of its design life, the pavement no longer infiltrates the required amount of stormwater runoff, PICPs are the only type of permeable pavement that can be taken up, the base materials removed and replaced, and the pavers reinstalled. IOWA Development, Impervious Cover and Impacts of Stormwater Runoff With ever-increasing levels of development, natural, open land is rapidly being replaced with impervious surfaces such as asphalt roadways, parking lots, and buildings. As a result, the management of increased levels of stormwater runoff and its impact on the environment has become a major issue for all levels of government throughout the country. Numerous studies indicate that stormwater runoff is the primary source of pollutants found in surface waters and contains a toxic combination of oils, pesticides, metals, nutrients, and sediments. Additionally, research has shown that once a watershed reaches just 10% impervious cover, water resources are negatively impacted. i l v� NO: 8 r_ `cam "'— -T "�'. J: ._ ) -� - .J L— -� - ..'1 fir- -.�.. -.-� . •� �'y _• -►—-r--NOON- _O000� �.�y Permits better land -use planning, allowing more efficient use of available land for greater economic value. Provides a highly durable, yet permeable pavement surface capable of supporting vehicular loads. N°: 9 ^ F �i { Borgert's way to a cleaner planet! Borgert Products is proud to provide eco-friendly, versatile products for stormwater management and water conservation. The possibilities are endless. IIOOU[II .VI .. ` In I- 41b ter^ ^ i 1 • r r . t f t t ` • � 1 \ \ �` �. s `IL Ik )I ♦ A t .. qq TYP. NO. 8AGGREGATE IN OPENINGS ECO-STONE PAVERS MIN. 3 1181,(80 mm) THICK / CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN) BEDDING COURSE 1 112 TO 2" (40 TO 50 mm) THICK (TYP. NO.8 AGGREGATE) 4" (100 mm) THICK (TYP. NO. 57 STONE) OPEN -GRADED BASE SUBBASE THICKNESS IS SITE SPECIFIC (TYP. NO. 2 STONE) OPTIONAL GEOTEXTILE ON BOTTOM AND SIDES OF OPEN -GRADED BASE SOIL SUBGRADE - ZERO SLOPE Cross-section of Permeable Pavement - Full Exfiltration Note: Base thickness/details are site specific. Consult an engineer. +r now Ranch, JeffersonjCty,O- 2010 i NQ; 11 jQ - 2009� . Corn pany, Fort C s, t Our mission is to produce premium interlocking concrete pavements and related products, with a responsibility to customer attention, employees and the environment. Borgert Products, Inc. provides a lifetime guarantee on the structural integrity of its paving stones to the original purchaser of the product for residential use. Material installed using our installation guidelines that proves defective will be replaced without cost. Color matching cannot be guaranteed and replacement labor is not included. Scan the code on your smartphone for instant access to our website EIBORGEM JPRODUCTS, INC. EST. 1923 Manufacturer of /�� concrete paving stones & walls. MAIN OFFICE: 8646 Ridgewood Road St. Joseph, MN 56374 320.363.4671 800.622.4952 BORGERT PRODUCTS WEST: 5170 Kalamath Street I Denver, CO 80221 1303.783.3864 DESIGN SHOWROOM: International Market Square 275 Market Square Minneapolis, MN 55405 800.622.4952 www.borgertproducts.com : Borgert Products is a certified DBE business. ©Copyright 2012 Borgert Products, Inc. 'Construction Concepts,be. Designing and Building the Future Submittal Transmittal Detailed, Grouped by Each Number Sunshine House Project# 1401 Construction Concepts, Inc. 2060 Perennial Lane Tel: 970-492-4503 Fax: Fort Collins CO 80526 Date: 712212014 Reference Number. 0104 Transmitted To: MickAller Transmitted By: Ed Hurtubis Alter Lingle Architects, P.C. Construction Concepts, Inc. 712 Whalers Way 14125 Mead Street Suite B 100 Longmont, CO 80504 Fort Collins, CO 80525 Tel: (970) 535.0600 Tel: 970-223-1820 Fax' (970) 535-0299 Fax: 970-223-1833 -Qty SutittalPJpckageNg. <`.:`..` . KPtl4tt ... _, 1 0693 - 02780 - 0 Permeable Paver Underdrain System {. .._:......... .: _. ...... .> v:.:.. ... ..... .3 ,... ... ,...... v... .k ..w:':. �::_ v: i•Y.%r.::a:p.:u....<.a.....,£n�>,y^;" c:'n,,:i;p:!` S^Syy• _iii,:%A!Si Trans Itted or:..,..,.,_:..:.::.... ,......... ..:,:�:._....,:::.>:,., .....�..:.. ,;::�„ .:::,r•- - _ m F ......,...,_._.... ... ,.. r•� ...� ,..>.,.,....:.. _... .Deliver � ...............<..,....... � ., �-z>7hlc..il�ng1lgrnbAl! a •�.,�`; Approval E-mail <_r.....::::.._._:.....,.....::.......::�: cal on,. :,.; :�:<::a�� �; <`_'::.::.>.•_M:::ii::,,r 1 1 Bedding 2 1 No. 57 Base 3 1 No. 2 Subbase 4 1 Geotextile Fabric Coktat.Naina. Coptes Ndtas.mom _.:.:. tl:i ANY.. ...�. u... :....,..:.... �..::_.�....._,,. an' rv...:..,..,.,.'.)1...:.....n ti,. .:......,, : vnOn_da::::.:��i:•5••:.... .......:�,y:•JT•.,[rv:ST:�w�r.: .,. y •ii � � k(j�r,'ri:. "Y:a :Remarks: . . ^:,. ....- nay.:.>_;.:>:: ...., ..,.. :'i+�: I � �%����'t ;;b. 1 - } .....::•.:.,:,.+., ,::�y`,n .a .. _. .. �`��•..:\�i=. Product data for subbase. PROJECT SUBMITTAL REVIEW ENGINEERS REVIEW RESPONSE REQUIRED OF CONTRACTOR No Exceptions Taken None Rejected _ Conlin Note Markings Resubmit Comments Attached EngiwerS revlaw is for general conformance wllh the design concept and Contract Doaxnents. Markings a comments shall rot be conslmed as relieving tre Contractor from compliance with the purled plans and specificatlom not departu s lhxefram. The Contractor remains responsible for details and acuaacy, for contrrni g and correlating all quenbbw and dimensions, for selecting fabrication processes, for ilw piques of essembly, for Installation procedures and public eraty inspection, fv psrl m ing this work i, a safe manner, and for obtaining all necassey approvals from tN Owner. Architect, General Contractor, and AxIsdicton Having AutroMy, as applicable NORT ENGINEERINQMRVIC MC. By Date 07.2.5.14 Tina Connett �Jv,Q A 2014.07.22 13*15:39-06'00' Signature Prolog Manager Printed on: 7122I2014 CCI Prolog ■ REVIEWED AND RELEASED ❑ REVIEWED AND RELEASED WITH CORRECTIONS ❑ REVISE AND RESUBMIT ❑ INSUFFICIENT INFORMATION CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRCT DOCUMENTS nsptsc ion Cottclepts...r 1 - No Exception Taken 2 - No Exception Taken 3 - Please provide materials testing information for LA Abrasion and Fractured Faces. Also, please provide physical sample. 4 - Rejected. Refer to specification Section 02780.2.04.A.2. for acceptable material properties. January 2, 2014 Albert Frei and Sons P.O. Box 700 Henderson, Colorado 80640 Attention: Mr. Rick Foster Subject: Physical Properties Testing (ASTM) No. 8 stone, Pit 6 Project No. CT15666.000-400 Dear Mr, Foster: CTL ITHOMPSON This report presents results of physical properties testing performed on material delivered to our laboratory in December, 2013. Representative samples delivered were identified as No. 8 stone from Pit 6. Testing was performed to determine the materials compliance with ASTM specifications. The following testing was performed in general conformance with the applicable standards. 1) Sieve Analysis (Gradation) 2) Material Finer Than No. 200 Sieve by Washing 3) Specific Gravity & Absorption 4) Clay Lumps & Friable Particles 5 Lightweight Particles 2.0 6� Lightweight Particles 2.4 7) Sodium Sulfate Soundness 8 Magnesium Sulfate Soundness 9) Moisture Content 10) Flat and Elongated Particles 11 Rodded Unit Weight & Voids 12 Loose Unit Weight & Voids 13 Los Angeles Abrasion 14 Fractured Faces A summary of the aggregate test results is attached, followed by the complete test results. Based on the test results, the material tested meets the ASTM specifications for coarse aggregate, if you have any questions regarding this report, please call. Respectfully submitted, LT HOMPSON MATERIALS ENGINEERS, INC. Daniel L. B rret� Materials Lab Manager DLB:DBT/dlb Enclosures 1 copy emailed: rfoster(c albertfreiandsons.com 22 Lipan Street I Denver, Colorado 80223 I Telephone: 303-825-0777 Fax: 303-893-1568 This test report relates only to the items tested and shall not be reproduced, except in full, without written approval of CTL Thompson, Inc. Aggregate Qualification Summary- ASTMS Spec ifications (ASTM C 33) Albert Frei and Sons, Inc. - Pit 6 , No. 8 Project No, CT15666,000-400 1Report Date: January 02, 2014 14 44 ;:T Steve Size Passing Specification (% 3/4 Inch 19 mm 100 - 1/2 inch 12.5 mm 100 100 3/8 inch 9.5 mm 99 85-100 No. 4 4.75 mm 10 10-30 No. 8 2.36 mm 2 0-5 No. 200 (75 m) 0.6 1% Max '. Results:-"- S BCliica{ton. Specific Gravity ASTM C 127 2,74 _ Absorption ASTM C 127 1.7% _ Clay Lumps and Friable Particles ASTM C 142 0.2% Weighted Particles 2.0% Max Lightweight Particles, 2.0 s ASTM C 123 < 0,01 % 0.5% Max Lightweight Particles, 2.4 s . . ASTM C 123 0.03% 3.0% Max Sodium Sulfate Soundness ASTM C 88 1 % Weighted Loss 12% Max Magnesium Sulfate Soundness ASTM C 88 0% Weighted Loss 18% Max Rodded Unit Weight & Voids (ASTM C 29) Unit Weight 94 pcf - Percent Voids 44% - Tons per cubic yard 1.27 tons/cu. yd, - Loose Unit Weight & Voids (ASTM C 29) Unit Weight 86 pcf - Percent Voids 49% - Tons per cubic yard 1.16 tons/cu. d. - Los Angeles Abrasion ASTM C 131 40% 50% Max Percentage of Fractured Particles (ASTM D 5821) 100% - Total Evaporable Moisture Content ASTM C 566 0.3% - Weighted Average Flat Particles 0.0% - Weighted Average Elongated Particles 0.0% - Total Weighted Average Flat and/or Elongated Particles 0.0% - N MATERIALS ENGINEERS, INC. "pat r..`rcif Damon B. Thomas, P.E. This test report relates only to the items tested and shall not be reproduced, except In full, without written approval of CTL Thompson, Inc. i ATTACHMENT A LABORATORY TEST RESULTS PHYSICAL PROPERTIES OF AGGREGATES Company Name: Albert Frei and Sons, Inc. Material Source: Pit 6 Material Type: No, 8 Project No. CT15666.000-400 Report Date: January 2, 2014 Sieve Analysis of Coarse Aggregate /ASTM C 1 AR1 } ct "%r -_ r>w .33i4ve ���`G a a � x f •� c'' c s " -a .. WWI Perc�ntPa�ing sy M ,:Per9l0i �; `,lam . `�L.Sl f k Ft� -4 1 A!'a .,l A!� �L•l` Y'M t - �S.t: x } 9"«\Sy'V.:-:� 4'> ,�� ti\�..l.u::.%[i�.�SiX.\YfM1JY'5�4 K•1,' YYY 1 k+�iN'.�J v.4I.$.n,."�,45F. Vn..wLy.\'}i F>{.�%"i 'x,'.1.Y'i'x" ll�`:k'�Mn�LTC)vi�M�i.[41)�'.2�� �. � 1, :.1fyPy ,„•1�\{.fL;Y. �T���� '.�41 _�J ..xl...... 3/4 inch 19 mm 100 - 1/2 inch 12.5 mm 100 100 3/8 inch 9.5 mm 99 85-100 No. 4 4.75 mm 10 10-30 No, 8 2.36 mm 2 0-5 No. 200 75 m 1 % Max wwwww0.6 Material Finer Than No. 200 Sieve by Washing Specific Gravity and Absorption of Coarse Aggregate ASTM C 127 Y>en -5n V�un�rd " �1NIk rr ;,+rSD Apsct Rtion s ),`d;% . i♦!t`Ct �r -. i ,� :3a,�i r ,�yi .• t s ni k .�"� s^2iKa '.ia. �'C W }' +}'A ... `3 �'2 2189.6 2226.1 1414.8 811.3 2,74 1.7 Clay Lumps and Friable Particles in Aggregate ASTM C 142 x � ,-i.y. L;, s''� Qle,�^`a» Hwj�ir��'.�5•`..�, i t ��.e�r�l�i�r; ys t�i'>��1��(�� ��erl„`�ri ��_x � ` ��'j/�����- ��{�}�fp+�1 ;ram. .t<' ��,5/��trC 4 ` � /�h.}*. �'�%+'yy� rt �j�.�elL;a �m•• M.k r9.y�fwV- `�- 5 r %��..5��gi'Ln'. 4f< u y � _"�} ♦ Ft�L �an��',v£ s5. } ,3n T9�. i£ ... ;,.. .._:}�.e�S^�.K:-.: , y: }_� L+"` Q ..et.� '''i, ti {J.+�.�rc ��GY^„,.S R :;+•_.R;`x• r,' u^w• t x�i c�. 4v,'.,.i. :'� y�'Y.'�r�� � A." i1 S? .,}v+�}u '"T_ y < .;• c 'ti �'�.'vtK •.i :--:a i. .i •i. •f , ;�. � �,,.. j�-•-�.:,,��£ ,� � _ ���":.�� , a��, t F r,�. 0.2 3/4 inch 3/8 inch 1 000 3/8 inch No. 4 89 1000.3 998.5 0.2 0.2 Less Than No, 4 10 - Total Percent Grading 100 Total Weiqhted Loss 0.2% Fig. A-1 This test report relates only to the items tested and shall not be reproduced, except in full, without written approval of CTL Thompson, Inc. PHYSICAL PROPERTIES OF AGGREGATES Company Name: Albert Frei and Sons, Inc. Material Source: Pit 6 Material Type: No. 8 Project No. CT15666.000400 Report Date: January 2, 2014 Lightweight Particles in Aggregate (ASTM C 123) >lamplle it i Guity Y �Per.cetiGage rye, pclfic f 1 h i z W ' ;:: htwel '" mart V11 � , 4 ,y w r of uiil :<K M L) ht cies.. 1454.1 2.0 < 0,01 1454.1 2.4 0,03 Soundness of Coarse Aggregates by Use of Sodium Sulfate (ASTM C 881 _...r� tB a� 8a►tt le . �: � _ � ....> efone - _ . •After � .....doss __. ;_ .. °/. it;�a ,. Paasln _: : Ratal►tf3tf.=- 3/4 inch 1/2 inch 0 - - - nch 3/8 inch 1 - - 0.7 0.0 a nch No. 4 89 300.0 297.9 0.7 0.6 Less Than No. 4 10 -JL - - - Total Percent Grading: 100 Total Weighted Loss: 1 Soundness of Coarse Aggregates by Use of Magnesium Sulfate (ASTM C 88) ff 112 inch 0 3/8 inch 1 - - 0.4 0.0 No. 4 89 300.1 299.0 0.4 0.3 han No. 4 10 - - - - Total Percent Grading: 100 Total Weighted Loss: 0 Bulk Density (Unit Weight) and Voids in Aggregates (Rodded Method) (ASTM C 29) aarilple 11P�gh� �u4kelp um- t)nlltllltbth� �K r, 7^i 3 a♦. y Z -� a ->'F t.•. '� sn` " �� Lo i '� � < v '� s�� ll>!s •v:'t r4� yM1 iR> ..GGi� .••:� k)�(::yy'F ��[( 11 �S 1 r.{{�� c � �?Y.?�. fk� 4 � v� ('•,-+.s. ) y hry 4`;1:: .Yi.�fT.'.N./h`.L�.( .1A .11:n.rT .'5. .:4%S .R..911'A.�S;(rXCL:i $n:�f.S. �S:..Z'AQ.^..?�. ��!S�. >....AT%.F :1.. ?....�: Yl....'uClC; :�y 0.0986 94.3 9,28 9,24 0,0985 93.8 9,16 0,0985 93.0 Average Unit Weight: 94 pcf Bulk Specific Gravity (OD) = 2,70 Voids in Aggregate Compacted by Rodding = 44% Fig. A-2 This test report relates only to the items tested and shall not be reproduced, except in full, without written approval of CTL Thompson, Inc. PHYSICAL PROPERTIES OF AGGREGATES Company Name: Albert Frei and Sons, Inc. Material Source: Pit 6 Material Type: No. 8 Project No. CT15666.000-400 Report Date: January 2, 2014 Bulk Density (Unit Weight) and Voids in Aggregates (Loose Method) fASTM C 291 µsue s e_t, l et Is run ;Unitlei h g � - 3�'...}, Y 1 h 0. '.h. � � .�c. IY ry TS' [titer l' l: •.2y/{�, +�i +�.% � Jr'��2 �f,�, {� ! o 8,47 0.0985 86.0 8:50 0,0985 86.3 8.53 0.0985 86.6 Average Unit Weight: 86 pcf Bulk Specific Gravity (OD) = 2,70 Voids in Aggregate Compacted by Rodding = 49% Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (ASTM C 1311 EF, �'lip(9 Tigh;,K . D5000.0 3021.9 40 Determining the Percentage of Fractured Particles in Coarse Aggregate Total Evaporable Moisture Content of Aggregates by Drying ASTM C 566 � t�w.S.. t' �,e�g � i �} "f �A > ♦, `�J-"< w�a��i..`v� '-ty ti � 1 t1 3 aC ''kl ti' )"�j►TI�� < > 7 .Y1 1 �K� � t ♦ `K 1 �'� ,} � 'ps'"�:� N ifr�. t}Ii a1 a�' OF � , 1541.1 1537.1 0.3 ME Fig. A-3 This test report relates only to the items tested and shah not be reproduced, except In full, without written approval of CTL Thompson, Inc. PHYSICAL PROPERTIES OF AGGREGATES Client: Albert Frei and Sons, Inc. Sample ID: No. 8 rock, 318" chips Project: Flat and Elongated Particles Pit Name: Pit 6 Project No. CT15666.000 Percentage of Flat Particles In Coarse Aggregate (A8TM D A7911 CrirarW AA Raton '.v :':d:a ':...5-:.._-cr.....:: •......�. (. !:Sy: ..41.. .'e'er:' ..t. a]....:.�tk.. - - .. .. ..r-..n_. ..: .•.. ...:._ .w-•. .. .. .. ...a <..: .Y. •.... •. t}.. _ ..a, ..� .. :at.. .: .... :. ,.. r.... V ... a :._:.::�.:... ..... t>, ...::-..__a.0 ._. ...nv. __Y..., i.: q' �f .5 )1 "i. ♦ h -. �- ..-ti �4•SJ"wi S• \.? •[ '2 l�f\ � W e>�� __jj r+j� i P W% r! Ri••a )PAT i Y Y +�'\ f l � y�T�Jt: p�f4n�OYIrF1t�ft�l0ll Ibs► �!�� PauElcl sz =p `ojlgf �-SN Y O ] 1 ti .� y�' '4.j 1 !�' • �1 5X r � T lY � ` �tr/ SY X:c! ♦ �4' �� s ! S •,i.c � S� C . � .y\fi, \\ „r Y 5.:x ?.tl ♦ f t TF?..!T'.i X ♦ { V, i,F) 'Y " S` 1.t s n{ 4y 4h (¢t� t 4 t{">lN# [ a r'tf ��.\.iJ�S,�y"pat.?[ it�+J 3 t �� { i t: i i��� Y ,5 \p`a!h4t,. #`! c.t. t'2 k >! li w•fw'il Pk J YT 1 Jj ire.. > +� !, i. ♦ u r 11nch 0 % Inch 0 - - - - - % Inch 0 % inch 1 o. 89 102 34.8 0 0.0 0.0 0.0 0.0 0.0 �Rue4 -IV Total: 100 Total Weighted Average Flat Particles: 0.0 0.0 Percentage of Elongated Particles In Coarse Aggregate (ASTM D 4791) Criteria: 3:1 Ratio : i .RZt�.- q. � ti f p .�` y .a 4 ''r <•`V .-,_>'j _Y � %: .. t - -f x :. 1 '- rSc) 15" CGcT' ti �-- S a irtL ;^ s 4h3 h. y .5 f? h♦ '4~'c`y xt,t '# Y y, I !, "> t+.7.u�„yih.4 �i a x � } -e. ♦ S �s� t:`.`n.-t'r'�?Ky s. � � T a. °,�2 'i-- a. A'�u"�4�{y, M t:Y �f -'' t r�4+tn �yy�1♦i r k q ii rin a[ - F f 2.� nt G i Pa CI�-a ! i ✓ �. �'t1■p. t'1. X 1 A�'-J��A 4K - 0 Eft, 8 34.8 0 0.0 0. 0 0.0 0!0 Nno.at iu Total: 100 Total Weighted Average Elongated Particles: Total Weighted Average Flat Particles and Elongated Particles: 0.0 0.0 0.0 0.0 Fig. A-4 This test report relates only to the Items tested and shall not be reproduced, except In full, without written approval of CTL Thompson, Inc. 1 Physical Properties of Aggregates Client Name: Martin Marietta Materials, Inc. Address: 636 I-80 Service Road Granite Canyon, Wyoming 82059 Project Name: Martin Merietta Materials, Inc. Location: Granite Canyon, Wyoming Sampled By: Martin Merietta Date: 7/2/2013 Submitted By: Martin Merietta Date: 7/2/2013 Sieve Analysis - ASTM C136 & C117 Sieve Size Passing X Retained %Accumulative Specification ASTM C33 Min. Max. 6" 5" 4" 2 1/2" 2" 1 1/2" 1" 100 100 3/4" 99 90 100 1/2" 3/8" 34 20 55 #4 4 0 10 #8 2 0 5 #10 #16 #20 #30 #40 #50 #80 #100 #200 1.2 0 2 Comments: 1505 Old Happy Jack Road Cheyenne, Wyoming 82001 Phone: 307-632-9224 Fax: 307-635-6756 Report No.: 24136313.0014 Date: August 8, 2013 Sample Description: Concrete Aggregate Sample Location: Granite Canyon Quarry Aggregate Type: Reviewed By: Department Manager / Construction Services Test Standards - ASTM Unless Otherwise Indicated Test Standard Results Specification ASTM C33 Clay Lumps and Friable, % C142 0.1 2.0 Max. Lightweight Pieces, 2.0 spg. % C123 <0.01 0.5 Max. Lightweight Pieces, 2.4 spg.% C123 0,02 3.0 Max. Sum of Deleterious Materials, % 0.1 3.0 Max. LA Abrasion, % C131 20 50 Max. Soundness-Na, % Loss C88 0.7 12 Max. Fractured Face, % by Weight D5821 One or More 100 Two or more 100 Rodded Unit Weight & Voids C29 Unit Weight, Ibs/ft3 99.8 Percent Voids, % 42.6 Tons per cubic yard 1.32 Alkali Reactivity, % length change C1260 0.087 1.0 Max. after 16 days Specific Gravity Absorption, % C127 1.3 Bulk O C127 2.719 Bulk (SSD) C127 2.753 Apparent C127 2.815 1rerracan August 2, 2013 Martin Merietta Materials, Inc. 636 1-80 Service Road Granite Canyon, Wyoming 82059 Attn: Mr. Richard Smith Re: Potential Alkali Reactivity of Aggregates ASTM C 1260, Mortar -Bar Method Terracon Project No. 24136313 Terracon Report No. 24136313.0014 Please find tabulated below the results of the mortar bar tests performed in general accordance with ASTM C 1260, ASTM C 490 and with ASTM C 305. The molds were prepared using TFE-fluorocarbon (Teflon) as a mold release agent. In general accordance with ASTM C 1260, the mortar was prepared at a w/c ratio of 0.47. The cement Is Type 1-II manufactured by Holcim. The aggregate Is Class 67 from is from Granite Canyon Quarry, Granite Canyon, Wyoming. The aggregates were delivered to Terracon on July 2, 2013. The results of the tests are tabulated below: Age (after initial reading) 3-days 7-days 11-days 14-days % Expansion 0.010 0.025 0.055 0,087 The samples were conditioned for two (2) days prior to the initial reading, making the total length of the test 16 days from the time of casting. In accordance with ASTM C 1260, expansions below 0,10% are indicative of innocuous behavior. Please call if you have any questions or need additional information. Sincerely, Terracon Consultants, Inc. Steve L Anderson Construction Services Manager Copies to: Addressee (1) Attachment: Mortar Bar Summary Terracon Consultants, Inc. 1505 Old Happy Jack Road Cheyenne, Wyoming 82001 P 1307) 632 9224 F 1307) 635 5756 terracon.com ASTM C156741, Determining the Potential Alkali - Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar -Bar Method) Report Date: 08/02/13 Project No.: 24136313 Report No.: 0.0014 Client: Marlin Marietta Materials, Inc. 6361-80 Service Road Granite Canyon, Wyoming 80259 Materials Coarse Aggregate Source. Cement Source: Water to Cement Ratio: 0.100 0.090 0.080 0.070 �a su 0.060 s C 0.050 0.040 Le a 0.030 0.020 0.010 0.000 -% 31 0_1 _._._..__ Granite Canyon Quarry Holcim 0.47 Irerracon 1505 Old Happy Jack Road Cheyenne, Wyoming 82001 Phone: (307) 632-9224 Fax: (307) 635-5756 Project: Martin Marietta Materials, Inc. Granite Canyon , Wyoming Type: Class 67 Type: 1-II Date Molded: Time Molded: Percent: 100% 07/17/13 10:30 AM Y Reviewed By: Steve L. Anderson Department Manager III -Technical Martin Marietta Materials A Basic Quality Statistical Summary Report Period 02/12/2013 - 02/12/2014 Plant 61102-Granite Canyon Product 0401-Washed Ballast Specification Washed Ballast Spec. Sieve/Test Tests Average St Dev Target Specification 2 1/2" (63mm) 8 100.0 0.00 100-100 2" (50mm) 8 93.2 2.53 90-100 1 1/2" (37.5mm) 8 62.6 3.71 50-80 1" (25mm) 8 23.3 4.36 10-35 3/4" (19mm) 8 8.1 2.52 0-10 1/2"(12.5mm) 8 1.6 0.63 0-5 #200 (75um) 55 0.35 0.238 0-0.5 Pan 8 0.00 0.000 Comments Query Query Selections Date Created 02/12/2014 Date Range 02/12/2013 - 02/12/2014 Plant Granite Canyon aggQC 02/12/2014 Martin Marietta Materials, Inc. Page: 1 of 1 i i Sales office: Engineered Synthetic Products, Inc. Tel (770) 564.1857 Fax (770) 664.1818 www.ospgoosynfttics.com Geotextile Product Description Sheet SKAPS GT=142 Nonwoven Geotextile SKAPS GT-142 is a needle -punched nonwoven geotextile made of 100% polypropylene staple fibers, which are formed Into a random network for dimensional stability. SKAPS GT-142 resists ultraviolet deterioration, rotting, biological degradation, naturally encountered basics and acids. Polypropylene Is stable within a pH range of 2 to 13. SKAPS GT-142 conforms to the physical property values listed below: PROPERTY TEST METHOD UNIT M.A. (Minimum Average Roll Value) Weight ('typical) ASTM D 5261 oz/ydz (g/m2) 4.2 (142) Grab Tensile ASTM D 4632 lbs (kN) 120 (0.533) Seam Strength ASTM D 4632 Ibs (kN) 108 (0.48) Grab Elongation ASTM D 4632 % 50 Trapezoid Tear Strength ASTM D 4533 ibs (kN) 50 (0.222) Puncture Resistance ASTM D 4833 Ibs (kN) 70 (0.311) Puncture Resistance ASTM D 6241 Ibs (kN) 350 (1.5) Mullen Burst ASTM D 3786 psi (kPa) 240 (1654) Permittivity* ASTM D 4491 see' 1.8 Water Flow* ASTM_ D 4491 gpm/fe (1/min/m2) 120 (4885) AOS* ASTM D 4751 US Sieve (mm) 70 (0.212) UV Resistance ASTM D 4355 %/hrs 70/500 PAgCAGING Roll Dimensions x L. — ft 12.5/15 x 360 Square Yards Per Roil 500 600 Estimated Roll Weight — Ibs 15 180 At the time of manufacturing. Handling may change these properties. This Information Is provided for reference purposes only and Is not Intended as a warranty or guarantee. SKAPS assumes no liability In Connection with the use of this Information. SKAPS IndusMes, 335 Athena Me, Athens GA 30601 Phone:(706"543700, Fax(706)-3543737, www.skaps.com OSl21/09 Made in U.S.A. GEOTEX® 601 is a polypropylene, staple fiber, needlepunched nonwoven geotextile produced by Propex, and will meet the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below. The fibers are needled to form a stable network that retains dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. GEOTEX 601 conforms to the property values listed below'. Propex performs internal Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute — Laboratory Accreditation Program (GAI-LAP). This product is NTPEP approved for AASHTO standards. MARV' PROPERTY TEST METHOD ENGLISH METRIC ORIGIN OF MATERIALS % U.S. Manufactured Inputs 100% 1 100% % U.S. Mahufactured 100% 1 100% MECHANICAL Tensile Strength Grab ASTM D-4632 160 Ibs 712 N Elongation ASTM D-4632 50% 50% CBR Puncture ASTM D-6241 410 Ibs 1824 N Trapezoidal Tear ASTM D-4533 60 Ibs 267 N �Q:IUU:L\:ly� UV Resistance % Retained at 500 h. ASTM D-4355 70% 70% HYDRAULIC Apparent Opening Size ASTM D-4751 70 US Std. Sieve 0.212 mm Permittivity ASTM D-4491 1.3 sec 1.3 sec Water Flow Rate ASTM D-4491 110 4482 Umin/m ROLL SIZES 12.5 ft x 360 ft 3.81 m x 109.8 m 15ftx300ft 4.57mx91.5m NOTES: 1. The property values listed above are effective 0412011 and are subject to change without notice. 2. Values shown are in weaker principal direction. Minimum average roll values (MARV) are calculated as the typical minus two standard deviations. Statistically, it yields a 97.7% degree of confidence that any samples taken from quality assurance testing will exceed the value reported. 3. Maximum average roll value. 01propex.reotext,le Systems TESTED.PROVEN.TRUSTED www.geotextile.com Propex Operating Company, LLC • 6025 Lee Highway, Suite 425 • PO Box 22788 • Chattanooga, TN 37422 ph 423 899 0444 • ph 800 621 1273 • fax 423 899 7619 Geotex°, Landloe, Pyramaf, , x3°, SuperGro°, Petromat° and Petrotae are registered trademarks of Propex Operating Company, LLC 0 2011 Propex Operating Company, LLC ® NORTH W IN { IN FEET ) I FM . ITN. LEGEND METRIC ENTER NM1 Mp'D!m SWTMY YKx �y— MSMrSYEIWRMKR ..u- .. WDW® Tom Sim tt MdORO O t K1ER R1 Rn�EIIIS(MN an FEE MnOK➢ FIRE RIT 6wK CrM I'M M m ROE ngPµT (RTNC [2 MrK/N mnO EIM KKO DEBI6 plGTW. CNK t. 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