Reconnaissance Investigation of Sand, Gravel, and Quarried Bedrock Resources in the Bellingham 1: 100,000 Quadrangle, Washington
by Jeffrey S. Loen, William S. Lingley, Jr., Garth Anderson, and Thomas J. La pen
WASHINGTON DIVISION OF GEOLOGY AND EARTH RESOURCES Information Circular 91 January 2001
4l WASHINGTON STATE DEPARTMENTOF •.. , ;N,.,p,, y Natural Resources ..._,- Doug Sutherland- Commissioner of Public Lands DISCLAIMER Neither the State of Washington, nor any agency thereof, nor any of their em ployees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any informa tion, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference. herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or other wise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the State of Washington or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the State of Washington or any agency thereof.
WASHINGTON DEPARTMENT OF NATURAL RESOURCES Doug Sutherland-Commissioner a/Public Lands
DIVISION OF GEOLOGY AND EARTH RESOURCES Raymond Lasmanis-State Geologist Ron Teissere-Assistant State Geologist
This report is available from: Publications Washington Department of Natural Resources Division of Geology and Earth Resources PO Box 47007 Olympia, WA 98504-7007 Phone: 360-902-1450 Fax: 360-902-1785 E-mail: [email protected] Website: http://www.wa.gov/dnr/htdocs/ger/ger.html
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ii Contents
Introduction. . . . . 1 Previous studies . 2 Objectives . . . . 2 Methods ..... 2 Geology of construction aggregates in the Bellingham quadrangle 3 Surficial deposits 4 Bedrock deposits 4 Aggregate mining . 5 Significant deposits 6 Sand and gravel complexes. 6 Sweet Road-Valley View complex . 6 Axton Road complex ...... 6 East Pole Road complex . . . . 6 Trap Line-Pangborn complex . 7 Judson Lake complex .... 7 Siper Road complex . . . . 8 Columbia Valley complex . 8 Kendall complex ...... 8 Butler Hill-Samish River complex 8 Miscellaneous areas ...... 9 Bedrock quarries ...... 9 Maple Falls (Clauson, Silver Lake) quarry. 9 Tilbury Cement Co. (Kendall quarry). 9 Goodwin quarry. . . 9 Swen Larsen quarry ...... 9 Lummi quarry ...... 9 Estimated volumes of construction aggregates . 10 Conclusions . . . . 10 Acknowledgments 11 References cited . 11
APPENDICES Appendix 1. Glossary of mining-related terms ...... 13 Appendix 2. List of gravel pits and rock quarries in the Bellingham quadrangle . . . . 15 Appendix 3. Descriptions of significant geological map units ...... 35 Appendix 4. Summaries of selected water well logs in the Bellingham quadrangle 39
TABLES Table 1. Classification of gravel and bedrock resources ...... 2 Table 2. Surficial map units developed for mineral aggregate in the Bellingham quadrangle ...... 4 Table 3. Bedrock map units developed for mineral aggregate in the Bellingham quadrangle ...... 5 Table 4. Larger gravel pits in the Bellingham quadrangle ...... 10
iii FIGURES Figure 1. Map showing geographic features in the Bellingham quadrangle and location of some significant aggregate deposits ...... 1 Figure 2. The Sweet Road pit ...... 7 Figure 3. Sand and gravel operation in the central part of the Axton Road complex 7 Figure 4. Large-scale cross-bedding in the Butler Hill-Samish River complex . . . 9
PLATE Plate 1. Locations of sand and gravel pits, bedrock quarries, and boreholes and thicknesses of some significant sand, gravel, and stone resources in the Bellingham quadrangle
iv Reconnaissance Investigation of Sand, Gravel, and Quarried Bedrock Resources in the Bellingham 1:100,000 Quadrangle, Washington
2 3 2 Jeffrey S. Loen1, William S. Lingley, Jr. , Garth Anderson , and Thomas J. Lapen
1 Loen Geological Services 2Washington Division of Geology 3Washington Department of Natural Resources 18725 60th Ave NE and Earth Resources Northwest Region Kenmore, WA 98028 PO Box 47007; Olympia, WA 98504-7007 Sedro-Woolley, WA 98284-9395
INTRODUCTION and infrastructure. The Legislature, acting on a recommendation Sand, gravel, and quarried bedrock are important natural re from the Governor's Land Use Study Commission, sought this sources in the Bellingham quadrangle, which is situated in the information to assess the need to protect aggregate resources rapidly expanding northern Puget Sound region (Fig. 1). Aggre from urban sprawl and other intensive land uses. These data gate resources ( see Appendix 1 for definition of technical terms) would, in turn, result in better long-range planning and possible are essential for construction and maintenance of roads, homes, legislation to designate mineral resource lands under the Growth businesses, and industrial complexes. Consequently, the loca Management Act (Revised Code of Washington [RCW] 36. 70A; tion, abundance, and quality of aggregate resources in the Bel Lingley and Jazdzewski, 1994). lingham quadrangle are of considerable interest to land-use A principal objective of this report is to inventory known planners, industry, and residents. construction aggregate resources in the Bellingham quadrangle. The Bellingham quadrangle is an area of about 1,500 mi2 ex In addition, Plate 1 shows significant subsurface reserves, de tending from the foothills of the Cascade Range on the east to fined on the basis of geologic mapping and information from the San Juan Islands on the west. The year 2000 population of water well driller's logs. Results of this resource inventory are the quadrangle is estimated at 176,000. The most populated part presented as traditional text and map products and also in digital of the quadrangle, including the city of Bellingham (population, 65,900), is in 123° the Fraser lowland of northern Puget 49'·' Sound. The quadrangle includes the western third of Whatcom County (760 mi2), the northwestern corner of Skagit 2 County (210 mi ), and the northeast !:>TRAIT third of San Juan County (parts of 12 is OF lands totaling 75 mi2). Seawater in the GEORGIA Strait of Georgia, Rosario Strait, and nearshore bays constitutes 487 mi2 (32%) of the quadrangle. The swift pace of population growth and development in this region is reflected in Washing ton's ranking as fifth among states in sand and gravel production (Lingley and Manson, 1992). Whatcom County, the largest county in the Bellingham quad rangle, accounts for a significant share of this production. It ranks sixth of 39 counties in the state in terms of area dis turbed by surface mining, whereas Ska git County ranks fifteenth and San Juan County ranks thirty-second (Lingley and Manson, 1992). f• 5 W mt.le
This report is one of a series of in Daa'!"" ...... - .....-- ventories of construction aggregate re sources in Washington State. During its 1998 session, the Washington State Leg islature asked the Department of Natu ral Resources (WADNR) to map the significant sand, gravel, and quarried bedrock resources that are used for Figure 1 . Geographic features in the Bellingham quadrangle and location of some significant ag maintenance and construction of homes gregate deposits. See Plate 1 for contoured polygons showing potential volumes of rock. 1 2 INFORMATION CIRCULAR 91
Table 1. Classification of gravel and bedrock resources (modified from U.S. Geological Survey, 1976)
IDENTIFIED RESERVES UNDISCOVERED RESERVES Measured Indicated Inferred Hypothetical Speculative Deposit whose engineering Deposit whose measurements, Reasonable extension of Undiscovered resources that may Unexplored surficial deposits properties, reserves in tons or together with reasonable geologic indicated or measured deposit reasonably be expected to exist; with no subsurface data cubic yards, and grain sizes are projections, can be used to (generally <0.50 miles); thickness applicable where landforms, measured with a margin of error compute reserves in tons or cubic contours can be drawn with water wells, proximal mines, or <20% (that is, a mine or a well- yards confidence geophysical data justify such drilled prospect) extension Active mine Densely drilled deposit Deposit with good subsurface Possible deposit defined only by Possible deposit; mapped with control poor subsurface control surficial data only form on a CD-ROM for use in spreadsheets and geographic in quality. Moreover, a large amount of subeconomic material is formation systems. commonly present in any parcel of land that contains actual re serves. In addition, we have mapped sand resources together Previous Studies with more valuable gravel resources. Possible volumes of hypo thetical reserves are shown only where the 'average' of data Previous assessments of the geology and aggregate resources of from several water wells, together with other data such as surfi the Bellingham quadrangle were limited investigations. New cial geology, geotechnical bores, outcrop descriptions, comb and others (1949) discussed the subsurface stratigraphy hydrologic data, and mine information, allow reasonable extrap and hydrology of the area based on the results of well drilling. olation from the surface into the subsurface. Elsewhere, specu Moen (1969) listed sand and gravel and rock quarries that were lative reserves are mapped, but only where several data sets active in 1966. Limestone quarries and deposits were described strongly suggest the presence of a deposit meeting the threshold by Danner (1966). Gravel pits and quarries permitted by criteria listed below. An accurate assessment of 'identified' re WADNR were listed in Lingley and Manson (1992). General as serves in the Bellingham quadrangle would require comprehen pects of the sand and gravel industry in the Puget Sound region sive investigation, including closely spaced drilling, trenching, were discussed by Huntting (1982), who listed reserves and pit and extensive geologic field work that are beyond the scope of lives of major sand and gravel producers, and by Lingley and this study. Jazdzewski ( 1994 ). White and others ( 1990) presented results of a regional market study of the sand and gravel industry. Consid erable geologic information relevant to this analysis is found in Methods Easterbrook (1976), JIJ Construction Co. (1977), Kahle (1990), The method used in this resource analysis was developed by Golder Associates, Inc. (1992), Rongey and Associates (1992), Lingley in concert with various representatives of industry and David Evans and Associates, Inc. (1996), Kovanen and Easter governmental agencies. The steps taken consist of a compilation brook (1996), Dragovich and others (1998, 1999), Dragovich of available mineral resource data, addition of information from and Grisamer (1998), and Lapen (2000). driller's logs, selection of favorable geologic map polygons, and contouring of subsurface resources. In order to produce an ob Objectives jective analysis, sites and polygons are presented without con sideration of environmental impacts or land-use conflicts that This report consists mainly of an inventory of sand and gravel may be involved in permitting or exploiting these resources. For and stone resources. In addition, some conclusions are formed example, we depict several major sand and gravel deposits regarding the potential supply and demand of aggregate in the within the Nooksack River watershed and in alluvial gravels on quadrangle. Specifically, the inventory consists of the follow the Nooksack flood plain. However, it may be difficult or im ing: possible to develop these deposits because the Nooksack River 1. A compilation of known active mines, borrow pits, and some is a source of drinking water for several towns, competition ex depleted mines (Plate 1; Appendix 2). ists with other land uses (for example, dairy and raspberry 2. Brief descriptions of geological units known to contain rock farms, commercial and residential property, wildlife habitat, resources (Appendix 3). and open space), and alluvial mining can cause adverse impacts 3. A rough estimate of volumes of available rock resources. to aquatic and riparian habitat (Norman and others, 1998). Thickness contours (isopachs) are drawn for those deposits A list of known sand and gravel pits and rock quarries (Ap that are delineated with sufficient data (Plate 1). pendix 2) was compiled principally from WADNR reclamation 4. Locations and discussions of some deposits that may contain permit files, Washington State Department of Transportation large volumes of acceptable quality gravel or rock, but are (WSDOT) files, Whatcom County files, field investigations, not adequately delineated using existing data (see text). published and unpublished reports, and U.S. Geological Survey (USGS) topographic maps. The amount of information avail Mineral resources are grossly categorized as 'identified' or able for each site is highly variable, although for many sites 'undiscovered' reserves (Table 1) and are further subdivided these combined sources give location, deposit thickness, vol based on the quality of subsurface control. Our objective is to ume, and information on rock quality. For compilation purposes map all significant 'hypothetical' reserves (Table 1) in the Bel these sites were plotted initially on a series ofUSGS 7 .5-minute lingham quadrangle, although we probably overestimate the topographic maps, which were later digitized and reformatted volume of construction aggregate that is available under current for output at 1: 100,000 scale (Plate 1). market conditions. Overestimation is likely because our subsur face control, based for the most part on driller's logs, is of poor BELLINGHAM 1:100,000 QUADRANGLE, WASHINGTON 3
More than 800 water well driller's logs obtained from the such as the presence of shallow bedrock under surficial gravels, Washington Department of Ecology (WADOE) were used to in diminishing rock quality with depth, unmapped areas of thick terpret thickness of overburden and sand and gravel units, and overburden, lateral geologic variation, and the small number of these values were plotted on the 7 .5-minute topographic maps. water well logs used in this study. Furthermore, overestimation Priority was given to drill holes located in favorable geologic is the norm in any industry dependent on exploration; drilling units (for example, glacial outwash and alluvium) and around and mining almost always yield disappointing results rather than the periphery of existing mines and to the best quality logs. Se adding significantly to known reserves. Gravel reserves, in par lected data from drill logs used to define polygons are included ticular, are subject to exaggeration in this study because the lack in Appendix 4. of detailed subsurface information and the heterogeneous nature Geologic map polygons favorable for hosting aggregate re of most deposits have forced us to map sand deposits together sources were identified, outlined, and contoured (Plate 1) based with gravel. In the past, this could have resulted in significant on our understanding of geologic processes, written descrip exaggeration because sand cannot be used for many construc tions of map units, locations of known mine workings, well logs, tion applications. However, sand is rapidly increasing in value results ofhydrologic studies, and field examinations of pits and for use as engineered fill material. outcrops. The most important units that contain sand and gravel resources in the Bellingham quadrangle are Quaternary outwash GEOLOGY OF CONSTRUCTION AGGREGATES and alluvium (units Qgo5 and Qa; Appendixes 1 and 3), which IN THE BELLINGHAM QUADRANGLE are common and widespread in the quadrangle (Lapen, 2000). Potentially favorable units for hardrock quarries are volcanic The types and abundance of construction aggregate resources and plutonic rocks exposed in the San Juan Islands and the available in the Bellingham quadrangle reflect the age and com northern and eastern parts of the map area. Limestones are also position ofbedrock and surficial rock units and the geologic his locally important sources of quarried bedrock. tory of the area. In general, the mountainous portions of the Many potentially favorable geologic map polygons in the quadrangle are underlain by relatively soft sedimentary and Bellingham quadrangle were eliminated from consideration be metamorphic rocks. Consequently, hard, resistant bedrock units cause of insufficient volume, thick overburden, or inadequate suitable for development as quarries are scarce. The area has had rock quality. Ideally, a sand and ·gravel deposit exploited for use a complex Pleistocene glacial history that has controlled the for as construction aggregate must be thick, exposed at the surface, mation and distribution of economic sand and gravel deposits. and contain the proper proportions of sand and gravel ( 40% sand Bedrock units that display favorable characteristics for min to 60% gravel). The pebbles and cobbles should be clean, round, ing include Permian limestone of the Chilliwack Group, which hard, durable, and chemically inert. Moreover, the deposit must has been mined north of Maple Falls; meta volcanic rocks of the be free of weak or deleterious materials such as foliated meta Chilliwack Group at Trillium Corporation's Goodwin quarry; morphic rock, poorly indurated clasts, reactive clasts (including Paleozoic limestone of the East Sound Group on Orcas and alkalic volcanic rocks), clay, iron oxides, sulfides, cryptocrys Shaw Islands; Twin Sisters Dunite along the eastern edge of the talline materials, and organic matter (Bates, 1969; Washington quadrangle; and basic plutonic and volcanic rocks in Skagit and Department of Transportation, 1998). The geographic location San Juan Counties. Other rock units that have been mined lo of the deposit (proximity to demand) is also an important eco cally, mostly in small volumes, include Eocene sandstone and nomic consideration, although for the purposes of this study all conglomerate in the Chuckanut Formation south of Bellingham, locations within the quadrangle were treated equally. Jurassic schist and phyllite in the hilly areas north of Sedro The specific criteria that we used to select polygons for con Woolley, and metagraywacke of the Lummi Formation at the touring are as follows: Ace Rock quarry on Lummi Island. Pleistocene glacial deposits in the quadrangle constitute a 1. The thickness of the sand and gravel or bedrock deposit ap complexly interlayered and interfingering sequence of till, out pears to be in excess of 25 feet (7 .5 meters). wash, and glaciomarine drift that reflects multiple glacial ad 2. The 'stripping ratio' (ratio of overburden to gravel or over vances, retreats, and deposition in a variety of marine, estuarine, burden to rock) is less than one to three (1:3). deltaic, periglacial, and fluvial environments. Consequently, the 3. The rock meets minimum specifications for strength and du age and composition of glacial deposits change drastically verti rability for asphalt-treated base, a rock product used to con cally and horizontally in many areas. Many sand and gravel de struct some lower layers of asphalt roads (Washington State posits were formed by the southward re-advance of Cordilleran Department of Transportation, 1998). Asphalt-treated base ice into the Sumas and Columbia valleys during the Sumas Stade is a compacted layer of aggregate treated with asphalt for sta of the Fraser Glaciation, 11,000 to 10,000 years ago (Easter bility and weatherproofing and placed directly on the bull brook, 1962; Armstrong and others, 1965). Southward-flowing dozed earth or rock of the subgrade. The minimum accept Sumas outwash streams transported coarse sediments derived able test results are: Los Angeles (LA) Abrasion <30%; Deg from granitic and metamorphic source areas in southern British radation >15; Sand Equivalent >30; Specific Gravity >1.95 Columbia, leaving behind deposits that are valued for their hard, grams/cubic centimeter; and fine material passing a U.S. resistant, well-rounded pebbles and cobbles, which would oth Standard No. 200 sieve <9 weight percent. erwise be scarce in the Bellingham quadrangle. 4. The area of the deposit exposed at the surface exceeds both Events following the glacial age have disturbed and covered 160 acres and 1,500 linear feet as measured along the mini some favorable Sumas outwash deposits, reducing the availabil mum dimension of the deposit, or the reserves exceed 10 mil ity of construction aggregate resources. For example, during the lion tons (a few important exceptions are depicted). Holocene, the Skagit Valley was filled with dominantly fine We emphasize that our assessment of potential volumes of grained fluvial, estuarine, and deltaic sediments and then by vol rock almost certainly overestimates the actual amount of mate canic mudflow and flood deposits from Glacier Peak to the east. rial available under current market conditions because of factors Similar debris avalanches and lahars have flowed down the 4 INFORMATION CIRCULAR 91
Table 2. Surficial map units developed for mineral aggregate in the Bellingham quadrangle (sorted by decreasing number of sites). Map unit sym bols based on Lapen (2000). Dashes indicate data not available. n, number of measurements. See Appendix 3, Part 1, for descriptions of significant surficial units and Lapen (2000) for other units
No. of ROCK QUALITY DATA Map sites - LA Abrasion - - Degradation - unit Name (age) (permitted) Range Mean (n) Range Mean (n) Qgos Glacial outwash, Sumas Stade (Pleistocene) 150 (57) 11.1-29.2 18. l (35) 32-91 61 (31) Qa Alluvium (Holocene) 42 (0) 10-35.6 19.2 (24) 55-86 74.5 (6) Qgd Glacial deposits, undifferentiated (Pleistocene) 39 (I) 9.8-32.6 16.7 (11) 30-76 56 (6) Qgomee Emergence (paleobeach) deposits, Everson Interstade (Pleistocene) 34 (13) 7-24.9 15.8(10) 66-80 75.3 (4) Qgome Marine outwash, Everson Interstade (Pleistocene) 22 (5) 14.4-21.9 18.3 (6) 14-78 43.7 (4) Qgdme Glaciomarine drift, Everson Interstade (Pleistocene) 13 (0) 10.4-21 16.3 (3) 74 74 (I) Qgoe Glacial outwash, Everson Interstade (Pleistocene) 8 (2) Qgt Till deposits, Vashon Stade (Pleistocene) 8 (0) Qgoms Marine deltaic outwash (Pleistocene; Sumas Stade) 6 (6) 14.8-22.8 17.9 (4) 49-74 64.7 (3) Qaf Alluvial fan deposits(Quaternary) 4 (0) 20.5 20.5 (I) 81 81 (I) Qgoes Glacial outwash, Sumas Stade and (or) Everson Interstade (Pleistocene) 3 (I) 25.8-31.5 28.7 (I) 23 23 (]) Qga Advance outwash, Vashon Stade (Pleistocene) 3 (0) Qvlk Lahar deposits, Kennedy Creek assemblage (Holocene) 2 (0) Qgts Glacial till, Sumas Stade (Pleistocene) I (I) Qls Landslide deposits (Quaternary) I (0) 21.3 21.3 (I) 56 56 (!) Qb Beach deposits (Holocene) I (0) Qoa Older alluvium (Holocene) I (0) Total 340 (86)
Nooksack River from Mount Baker (Pringle, 1994). In the broad (largely WSDOT borrow pits), although no permitted properties alluvial plains in the north-central part of the quadrangle near exist in this unit. Blaine and Lynden, extensive peat bogs cover an estimated 10 percent of the land surface, the most of any county in the state Bedrock Deposits (Rigg, 1958; Easterbrook, 1976). In addition, large landslides The Bellingham quadrangle is mainly underlain by weak sedi have obscured underlying units along the sides of valleys in the mentary and metamorphic rocks, unlike most other areas of northeastern portion of the quadrangle. Washington State, which contain large quantities of igneous rocks that are generally more favorable for aggregate use. An as Surficial Deposits sessment of rock types developed for aggregate in the Belling Numerous types of sand and gravel deposits have been investi ham quadrangle was based on the inventory of bedrock quarries gated or developed in the Bellingham quadrangle (Table 2). The (Appendix 2). Geologic units were determined for each of the 99 quantity and quality of sand and gravel resources are functions quarries, based on geologic maps and field investigations (for of the bedrock geology of the source area, depositional environ example, Easterbrook, 1976; Dragovich and others, 1997, 1998, ment, glacial history, and distance of sediment transport. Resis 1999; Lapen, 2000). These units show a wide range in quality of tant clasts derived mainly from igneous and metamorphic the materials (Appendix 2; Table 3), although data are too sparse source areas in British Columbia were transported by the late to draw detailed conclusions. Field investigations suggest that Pleistocene Puget lobe of the Fraser Glaciation and ( or) rivers most of these bedrock units are of poor quality for aggregate, formed from the melting ice. Long-distance transport from Can even though they have occasionally been developed. Results in ada helped winnow out weaker rock types. The general charac dicate that at least 22 bedrock map units have been investigated ter of the geologic units mined for sand and gravel is described for use as aggregate (Table 3). Moreover, the rock quality data in Appendix 3. The largest number of pits have been developed indicate that it is possible to obtain material that will pass engi in glacial outwash, alluvium, beach deposits, and marine out neering specifications from at least 13 geologic units. The great wash/glaciomarine drift ( although glacial outwash constitutes est number of mines (24) are developed in various members of the largest reserves of high-quality material). In addition, gla the Eocene Chuckanut Formation (unit Ee), although none of cial till, landslide, and lahar deposits have been mined locally on these properties are permitted and none are considered signifi a small scale but are considered insignificant here because they cant because oflow rock quality. Fourteen mines, including two generally contain excessive amounts of fine-grained material. permitted properties, have been developed in the Darrington The most productive units are outwash deposits of the Fraser Phyllite (unit Jphd), although this unit is also considered insig continental glacier. A total of 172 mines, including 66 of the nificant for aggregate because of low rock quality. The Orcas largest permitted gravel pits, are in six outwash units of various Chert and the East Sound Group both have been developed by ages. Rock quality data indicate that much of this material is of ten sites each. Many other rock units have been developed by good quality (Table 2; Appendix 3). Alluvial deposits along the only a few borrow pits each. Often these sites were used because flood plains of major rivers include 42 mines, although none of they were located near specific road-building projects con these are permitted properties. Emergence paleobeach deposits ducted by WSDOT or forestry road builders; consequently it is account for 34 mines, 13 of which are permitted (mostly in the doubtful that these properties could be developed on a large Blaine area). Marine outwash hosts 22 mines, 5 of which are per scale commercial basis. mitted. Glaciomarine drift has been developed at 13 sites Only a few units appear favorable for large-scale develop ment. For example, metamorphic rocks in the Chilliwack Group BELLINGHAM 1: 100,000 QUADRANGLE, WASHINGTON 5
Table 3. Bedrock map units developed for mineral aggregate in the Bellingham quadrangle (sorted by decreasing number of sites). Map unit sym- bols based on Lapen (2000). n, number of measurements. Dashes indicate data not available. Rock type is given as 'stone' when specific rock type is not known. See Appendix 3, Part 2, for descriptions of significant rock units and Lapen (2000) for other units
No. of ROCK QUALITY DATA Map sites - LA Abrasion - - Degradation - unit Name (age) (permitted) Rock types Range Mean (n) Range Mean (n)
ECcb Chuckanut Formation (Eocene), Bellingham Bay Member 14 (0) sandstone, shale 90.6 90.6 (I) Jphd Darrington Phyllite (Jurassic) 14 (2) phyllite, schist 18-25.3 21.6 (2) 12-52 32 (2)
JRmct0 Orcas Chert (Jurassic-Triassic) 10 (2) limestone 29.5-34 32.2 (3) 9-24 16 (3) PDvse East Sound Group (Permian-Devonian) 10 (0) limestone 20-32.5 26.3 (2) 10-60 35 (2) ECcs Chuckanut Formation (Eocene), Slide Member 6 (0) sandstone 21.5 25.1 (I) 33 33 (I) PDmsc Chilliwack Group (Jurassic-Permian) metasedimentary 5 (I) limestone 16.1 16. I (I) 36 36 (I) rocks PDmbc Chilliwack Group (Jurassic-Permian) limestone and marble 4 (2) limestone 17.3 17.3 (\) Eccp Chuckanut Formation (Eocene), Padden Member 4 (0) sandstone pThmcb Bell Pass melange (Jurassic-Permian) heterogeneous 4 (0) stone 11.4 11.4 (I) 70 70 (I) metamorphic rocks KJmt Fidalgo Complex (Jurassic) 4 (0) stone 19.7 19.7 (1) 26 26 (I) pDi1 Turtleback Complex (pre-Devonian) 4 (0) stone 26.6-34.6 30.6 (2) pDgny Yellow Aster Complex (pre-Devonian) 3 (0) schist 10.7 10.7 (I) KJmc Constitution Formation (Jurassic-Cretaceous) 3 (0) stone 22.8 22.8 (I) 13 I 3 (I) Jmv Metavolcanic rocks (Jurassic) 3 (I) greenstone 13.5 13.5 (I) 33 33 (I) KJmm, Lummi Formation (Cretaceous-Jurassic) 2 (I) metagraywacke 16 16 (I) 61 61 (I) Jhmc Heterogeneous metamorphic rocks (Jurassic) 2 (0) schist Jit Intrusive igneous rocks of the Fidalgo ophiolite (Jurassic) 2 (0) stone Jmvs Shuksan Greenschist (Jurassic) 2 (0) stone PDmvc Chilliwack Group (Jurassic-Permian) metavolcanic rocks 2 (I) stone pTUts Twin Sisters Dunite (pre-Tertiary) 1 ( 1) dunite Jut Ultramafic rocks of the Fidalgo ophiolite (Jurassic) I (0) dunite 19.7 19.7 (I) 10 percent quartzite. Large-scale cross beds dip toward the west, and the com plex bas been developed parallel to the westward paleoflow direction. This out wash terrace, which stands about 25 feet above the Nooksack River flood plain, is of limited extent-on the north and east, the terrace has been eroded away by modern rivers; to the south, the de posits truncate against sandstone bed rock; and to the west, tbe gravel rapidly grades into sand. These constraints, plus pressure from residential development and agricultural activities, leave the complex with little opportunity to ex pand. The largest property in the complex, the Singer pit (WADNR permit no. I 0648), appears to have 17 years or more of reserves. In 1996, the Singer pit had estimated reserves of about Figure 2 . The Sweet Road pit. A 20-foot thick gray till overlies a 35-foot thick deposit of outwash 4,300,000 cubic yards above ground- gravel. water level, and 13,400,000 cubic yards below ground-water level (David Evans and Associates, Inc., 1996). The current rate of production is about 200,000 cu bic yards/year (Whatcom County Dept. of Public Works, 1992). The Singer pit is currently operating under water and bas submitted an application for an addi tional 60 acres, which is currently pend ing. The large reserves at this property appear to be an exception in the East Pole Road complex. Most other pits in this complex have little or no reserves at depth and will be depleted within LO years. Trap Line-Pangborn complex Two main properties, operated by Con crete Nor'west and Aggregates West, constitute more than l 00 permitted acres in this complex. The sand and gravel deposits are from 8 to 50 feet Figure 3. Sand and gravel operation in the central part of the Axton Road complex. thick, and LA Abrasion values range from 14.0 to 20.4. Overburden is thin. Deposits are very sandy, well-rounded pebble gravel containing that as much as 80 feet of sand and gravel is present to the west about 60 perc_ent granitic clasts and 40 percent metasedimentary (NEY.. sec. 12, T40N R3E). rocks and vew quartz. Pebbles are mostly in the 0.5 to 3 inch range, and maximum clast size is about 12 inches. Sand and Judson Lake compJex gravel units are interlayered with I to 3 feet of clean, cross-bed Columbia Aggregates holds W ADNR permit no. 12679 to de ded, fine sand. Pebble imbrications suggest paleocurrent flow velop a gravel deposit located east of Judson Lake (secs. 31 and toward an azimuth of 240° (southwest). 32, T4 IN R4E), along the Canadian border about 3 miles west of . Sand and gravel have been produced from this complex at a the city of Sumas. The gravel on this 183-acre property is ap high rate for several years, and the depletion of the resource is proximately 30 to 60 feet thick, overburden is thin, and reserves estimated at about 70 percent. Annual production is currently at are estimated at about 8 million cubic yards. the rate of about 600,000 tons/year (396,232 cubic yards/year; This property appears to contain a large resource of high Whatcom County Dept. of Public Works, 1992). Reserves are quality sand and gravel similar to that being mined at the Trap probably on the order of 4.5 million cubic yards, so the remain Line-Pangborn complex. The thickness of the deposit is con ing life of the existing mines is approximately 7 years at the cur firmed by driller's logs from surrounding areas, as well as by a rent high rate of production. The outwash deposits appear to ex hydrogeologic study (Golder Associates Inc., 1992). tend to the east, north, and northwest, and driller's logs suggest 8 INFORMATION CIRCULAR 91 Siper Road complex pears to be a potentially important future source for sand and gravel resources in the Bellingham quadrangle. The Siper Road complex includes seven permitted properties that cover more than 200 acres on a glacial outwash terrace east Kendall complex of the Nooksack River and north of Lawrence. This complex ranks second in permitted reserves in Whatcom County, after The Kendall complex includes outwash deposits on both sides of tbe Singer pit in the East Pole Road complex. The original per tbe North Fork Nooksack River between Kendall and Maple mitted reserves of the combined properties were on the order of Falls. Principal properties on the north side of the river are the 8 to 10 million cubic yards. Depletion of tbe properties is esti Kendall pit and the nearby Cowden property. The S-1100 (North mated at 25 to 30 percent. Gravel thickness ranges from 45 to 95 Fork) pit is on the south side of the river. The Kendall and Cow feet (avg. 72 feet), and overburden is less than 3 feet thick. The den pits are in Sumas-age outwash, and the S-1100 pit is in deposit is apparently thickest at the north end. LA Abrasion val Everson-age outwash. The Kendall and Cowden properties have ues are 19 to 19 .5. Paleocurrent direction is southerly, as deter supplied high-quality sand and gravel to the Kendall area for mined from pebble imbrications and channel structures. many years. Although the deposits are fairly thin (-20-25 feet Large permitted reserves exist at depth in this complex. thick), reserves are large-about 4 million cubic yards at the However, the properties cannot expand laterally because the Cowden pit and 1.3 million cubic yards at the Kendall pit. The outwasb appears to thin north of the permit boundary (Hopewell gravel exposed at the Kendall pit contains a high proportion Road). It is covered with thick overburden to tbe east and has (50%) of well-rounded, resistant granitic pebbles and cobbles in been eroded away by the Nooksack River to the west and south. the 0.5- to 3-inch size range, with a maximum clast size of about However, mining beneath the ground-water level in this com 8 inches. The matrix is coarse sand with scattered 3- to 10-incb plex will provide aggregate for an estimated 10 to 15 years. thick sand interbeds. Pebble imbrications suggest transport to ward the west-northwest (N70°W). The S-1100 pit contains a Columbia Valley complex greater thickness of material ( up to 80 feet) and bas reserves of more than 2 million cubic yards. Overall, this complex contains Columbia Valley, in the northeast comer of the Bellingham significant volumes of high-quality material and is expected to quadrangle east of the city of Sumas, is a potentially huge source be a major source of round rock aggregate for the northeast part of aggregate. Driller's logs suggest that substantial thicknesses of the Bellingham quadrangle for several years. (up to 120 feet) of sand and gravel are present, and overburden is typically thin (<5 feet). Field examinations of the Bluebird pit Butler HiU-Samish River complex (at the west end of Columbia Valley), roadcuts, small excava tions, and one 23-foot-deep backhoe trench indicate that the ma The Butler Hill- Samish River complex is in Skagit County west terial consists mainly of relatively weak slate and sedimentary of Sedro-Woolley. lt includes eight permitted properties total rock derived from nearby mountains, rather than more durable ing about 424 acres. The mines are in outwash channel deposits granitic rocks transported from Canada. However, testing of east of the Samish River (Samish River pit and Concrete three samples suggests that, despite the weak clast composition, Nor'west pit) and west of Butler Hill (Aliquot pit) and in rem the material meets engineering specifications for aggregate. nants of glacial-lacustrine deltas along the north side of the Ska ln the Bluebird pit, a working face at the north end of the pit git River valley (from east to west, Butler pit, Skagit County pit, about 45 feet below the ground surface displays poorly sorted and Belleville pit). pebble-small boulder gravel. Large-scale planar cross-beds dip The two pits along the east side of the Samish River, which southwest and pebble imbrications suggest transport from together constitute 115 acres, are unlikely to expand because of northeast to southwest. The gravel contains about 55 percent an problems with thick till overburden and tall highwalls. ln the gular slate, siltstone, and sandstone; 25 percent well-rounded Samish River pit, a cut more than 200 feet high exposes 70 to 80 granitic rocks; and 15 percent subrounded greenstone in a very feet of dark gray till overlying 70 to 80 feet of advance outwash coarse sand matrix. Material of similar character was observed and a basal unit of about 70 feet of brown cross-bedded sand. in a dump pile at St. Peter Cemetery along Heady Road (SE~ The LA Abrasion value for the Samish River pit is 21.9. sec. 3, T40N RSE) and in 12-foot high roadcuts along the South In the 20-acre Aliquot pit near Butler Hill, about 20 feet of Pass Road (NEY.s sec. 10, T40N R5E). horizontally stratified pebble-cobble gravel overlies gray till A 23-foot backhoe trench was excavated about 0.2 mile containing suspended pebbles. An estimated IO percent of the northeast of Limestone Junction (NEY.sNW~ sec. 15 , T40N original material remains. R5E) as part of this study, mainly to obtain samples for rock The gravel in the deltaic deposits is generally 60 to 100 feet quality analyses. The trench exposed horizontally stratified, thick and characterized by large-scale foreset cross-bedding clast-supported sand and gravel deposits similar to those at the (Fig. 4). The Butler pit (WADNR permit no. I 0319; Concrete Bluebird pit described above. The deposits were characterized Nor'west) has about 7 years of reserves remaining (2.7 million by pebbles, cobbles, and small boulders of angular black meta cubic yards at a production rate of 375,000 cubic yards/year), sedimentary rock (Huntingdon Formation?) with less than 20 and operations are currently shifting to the North Butler pit, percent well-rounded granitic rocks. The gravels contain a ma which has about 1.3 million cubic yards. The Belleville pit trix of coarse feldspathic sand and very little silt and clay. Maxi (WADNR permit no. 11512), which was operated by Burlington mum clast size is 24 inches. Testing of three samples at the Northern prior to 1950, probably has the largest reserves in the WSDOT Materials Laboratory produced LA Abrasion values of complex. It is thought to contain about 3 million cubic yards of 19 to 21 and Degradation values of23 to 55, with optimal grain mineable material above the water table and 5 million cubic size distribution. These test results suggest that the material yards of additional reserves below the water table. Rock quality from this pit passes specifications for construction aggregate de in these pits is good; LA Abrasion values range from 14.8 to spite the questionable durability of the metasedimentary rock 22.8. Overall, the delta remnants are likely to provide aggregate clasts. Additional testing is needed, but Columbia Valley ap- for the southeasternmost portion of the Bellingham quadrangle for perhaps IO to 20 years or more. BELLINGHAM 1:100,000 QUADRANGLE, WASHINGTON 9 M.iscellaneous areas Silver Lake valley-Silver Lake valley north of Maple Falls (secs. 6, 7, 18, and 19, T40N R6E) locally contains sand and gravel deposits that are worthy of further investigation, although they do not meet the minimum size thresholds required in this report. Deposits along the northwest edge of Silver Lake have previously been mined, and two widely separated well logs in the narrow valley west of Silver Lake suggest that thick (70-80 feet) sand and gravel deposits are present in and around bedrock expo sures. Mosquito Lake valley- Mosquito Lake valley (secs. 14, 23, and 26, T38N R5E) contains ice-contact deposits (Kovanen and Easterbrook, 1996) that locally may be of interest for develop ment. However, we have no basis for mapping sand and gravel polygons in Figure 4. Large-scale foreset cross-bedding in the Butler Hill-Samish River complex. this area; our data suggest that deposits are thin (<30 feet) and discontinuous. Agate Bay area-The valley north of Agate Bay on Lake What ley, presents a logistical challenge for mine operators. Reserves com (secs. 19 and 30, T38N R4E; sec. 24, T38N R3E) contains were previously estimated at about 50 million tons (Danner, glacial outwasb that has been developed locally by Whatcom 1966), although permitted reserves currently are on the order of County (pit no. 383-01), WSDOT (sites F-37 and F-100), and 15 to 20 million tons. The property currently is inactive, but private industry (WADNR permit no. 11899). Pockets of com could become a major aggregate producer. mercial sand and gravel appear to be separated by areas contain ing thick overburden (as much as several hundred feet) as indi Goodwin quarry cated by more than 30 water well logs (a sample of wells is The Goodwin quarry, developed by Trillium Corp, is located shown on Plate 1 and described in Appendix 4). east of Lawrence on the southwest flank of Sumas Mountain. The rock is fairly bard, durable metasedimentary rock, which is Bedrock Quarries consistent in quality and exists in large volumes (12.8 million High-quality bedrock deposits suitable for use as aggregate are tons) on Sumas Mountain. The quarry is currently permitted scarce in the Bellingham quadrangle. The following are general only for forestry applications. descriptions of the most significant rock quarries in the Belling ham quadrangle. Swen Larsen quarry The Swen Larsen quarry, located in the mountains just within Maple Falls (Clauson, Silver Lake) quarry the eastern edge of the quadrangle, is a well-known source for The Maple Falls quarry, north of Maple Falls, is developed on olivine-rich dunite for industrial refractory purposes. Fresh ex limestone of the Permian to late Devonian Chilliwack Group. posures of the hard, durable dunite would likely pass the criteria The permitted property is a 25-acre plot on which limestone is for aggregate use, although we have no records of such tests. mined to a depth of about 150 feet. Overburden is about 6 feet Large volumes of material (as much as I 90 billion tons; Moen, thick. The mine is a long-time producer of aggregate and riprap. 1969, p. 38) are present in the Twin Sisters Dunite, although the The property produced about 70,000 cubic yards (140,000 tons) location is remote and the rock is currently more valuable for re in 1999 (Whatcom County files). Reserves are estimated at ap fractory use than as a source of crushed rock. proximately I .2 million tons. Tests ofChilliwack limestone pro duce LA Abrasion values of 16. l to 17 .3 and Degradation values Lummi quarry of36 percent. Lummi quarry is a source of larger rock products and decorative stone on Lummi Island. Much of the importance of this mine is Tilbury Cement Co. (Kendall) quarry due to its location. It is one of the few quarries located beside a First developed for hydrated lime before 1926, the Tilbury Ce dock on Puget Sound, and therefore the material can be barged ment Co. quarry is situated on the west side of Red Mountain, long distances at low cost. The deposit consists of pods of meta about 2 miles north of Kendall. A body of fossiliferous gray Per morphosed lithic sandstone, which are interbedded with, and mian limestone, estimated to be about 4,000 feet long and 120 to faulted against, black phyllite. Although the sandstone is locally 700 feet wide, is mined for concrete in a large cut more than hard and durable, the phyllite is too weak for construction aggre 1,500 feet long and as much as 240 feet high (Danner, I 966; gate. Moen, 1969). The mountaintop location of this large quarry, which is more than 1,200 feet above the floor of Columbia Val- 10 INFORMATION CIRCULAR 91 Table 4. Larger gravel pits in the Bellingham quadrangle with estimated reserves greater than 1.0 million tons as of May 2000. Reserves estimates based on WADNR permits, volumetric ca lcu lations. and statements of gravel pit operators (oral commun., 2000). Production rate estimates based on Whatcom County records for 1999 and statements of gravel pit operators (oral commun., 2000). Conversion factor used for converting cubic yards to tons is 1.5 ton/cubic yard. Dashes indicate data not available Annual Reserves production r ate Mine name (permit no.) Operator Location (million tons) (million tons/yr) Whatcom County Singer pit ( I 0648) Wilder Construction Co. East Pole Road 15.2 0.320 proposed pit (12679) Columbia Aggregates Sumas 12.8 0 Siper Road pit ( 11 742) Concrete Nor·west Siper Road 10.0 0.227 Cowden pit Cowden Sand and Gravel Kendall 6.0 Siper Road pit ( 12020) John H. Van Boven Siper Road 2.88 0.100 Hoy pit (12712) Gailen Hoy Nooksack 3.2 0.005 Sweet Road pit ( I 0365) Aggregates West Blaine 2.61 Si per pit( I 0664) Henifin & Assoc., Inc. Siper Road 2.26 S 11 00 pit ( 12729) Department of Natural Resources North Fork 2.13 Honcoop- Pangborn pit ( 11866) Aggregates West Sumas 2.0 0.425 Kendall pit (no permit) Ferndale Ready Mix Kendall 2.00 0. 150 Si per I I pit ( 12593) Pacific Concrete Industries Siper Road 1.94 0.224 Ganslerpit (1 1874) Pacific Concrete Industries Siper Road 1.86 Nooksack pit ( 11872) Concrete Nor' west Nooksack 1.40 0.003 Hickey pii (12681) John H. Van Boven Everson 1.24 0.200 Killam pit (12530) Aggregates West Sumas 1.02 0.010 Subtotal 68.5 million Ions J.66 million tons/year Skagit County Belleville pit (proposed) ( 11512) Concrete Nor'west Bow 12.8 Butler pit ( I 0319) Concrete Nor'west Butler Hi ll 2.94 o.600 Butler North ( 12909) Concrete Nor'west Butler Hill 1.3 Upper Samish pit ( 11351) Skagit County Public Works Sedro-Woolley 1.16 S11b1otal /8.l millio11 ro11s 0.600 mWio11 tons/year Tora/ 86.7 million tons 2.26 111illio11 1011slyear ESTIMATED VOLUMES OF are simply extensions of known deposits throughout associated CONSTRUCTION AGGREGATES geologic map units (Qgo5, Qgt, Qa, and Qgd). Inventoried sand and gravel properties in the Bellingham quad Some of the polygons shown by 25-foot contours on Plate 1 rangle appear to have about 105 million tons of inferred reserves are of questionable significance. Thin gravel deposits seldom (Table 1), most of which is accounted for by permitted proper contain significant reserves. For example, a 15-foot thick depo ties. The Bellingham quadrangle contains very little bedrock sit covering 20 acres would only yield about 300,000 cubic suitable for aggregate production. Reserves ofpermitted proper yards of sand and gravel, and the value of the gravel is unlikely ties are largely based on values listed in W ADNR permit files, to exceed the real estate value obtained from selling the land in augmented with information from field investigations and per its undisturbed state. Another problem is that current mining sonal communication with operators. These reserve values have technology is designed to excavate large thicknesses in small ar been modified based on volumetric calculations and the esti eas, rather than thin veneers of sediment or bedrock. And finally, mated degree of depletion of the properties as of May 2000. Esti surface mining of thin deposits is more destructive environ mated volumes were calculated as follows: mentally, and hence permitting and reclamation costs are higher for voluminous, thin deposits than for small, thick deposits. permitted area x 4840 sq yd x thickness (ft) = volume (acres) 1 acre 3 ft/cu yd (cu yd) Reserves in tons were obtained by multiplying cubic yards CONCLUSIONS by the conversion factor 1.5 ton per cubic yard. Depletion was High-quality aggregate resources are in great demand in the Bel estimated either visually during field investigations or by multi lingham quadrangle, a region of rapid development of homes, plying annual production rate by the number of years of produc businesses, and infrastructure. Inventorying the supply of these tion. In many cases, the degree of depletion was discussed with materials helps ensure a supply of construction aggregate to the operator. Values used for depletion range from Oto 100 per meet the future needs of its residents, whose numbers are ex cent and average 58 percent for 70 permitted properties. All ter pected to increase by almost 30 percent between 2000 and 2010 minated permits and WSDOT borrow pits were assumed to be to more than 200,000 people (Bellingham- Whatcom Economic 100 percent depleted. Development Council, oral commun., 2000). However, the ln addition to measured reserves of known properties, we area's supply of aggregate resources is generally sparse for geo identified polygons of'indicated' and 'inferred' sand and gravel logic reasons and high-quality permitted resources are rapidly resources, based mainly on well logs. Many of these polygons decreasing. The bedrock that underlies the Bellingham quadran gle consists mainly of relatively soft, nondurable sedimentary BELLINGHAM 1:100,000 QUADRANGLE, WASHINGTON 11 and metamorphic rocks, and many of these bedrock resources Bates, R. L., 1969, Geology of the industrial rocks and minerals: Do (as well as sand and gravel deposits in streams derived from ver Publications, Inc. [New York], 459 p. them) do not meet minimum standards for construction aggre Danner, W. R., 1966, Limestone resources of western Washington; gate. In contrast, hard, resistant granitic sand and gravel depos with a section on the Lime Mountain deposit, by G. W. Thorsen: its transported south from Canada by glaciers during the Fraser Washington Division of Mines and Geology Bulletin 52,474 p Glaciation constitute an outstanding, but rapidly diminishing, David Evans and Associates, Inc., 1996, Singer gravel quarry, aggregate resource, which has supplied the local market for Everson, Washington~Gravel inventory: David Evans and Asso many decades. ciates, Inc. [under contract to] Wilder Construction, Inc., 3 p. Inventoried sand and gravel resources total about 105 mil Dragovich, J. D.; Grisamer, C. L., 1998, Quaternary stratigraphy, lion tons (70 million cubic yards; see Appendix 2). Permitted cross sections, and general geohydrologic potential of the Bow sand and gravel resources constitute about 92 percent (96 mil and Alger 7.5-minute quadrangles, western Skagit County, Wash lion tons) of this total. Only 20 (-6%) of the 340 sand and gravel ington: Washington Division of Geology and Earth Resources deposits inventoried in the Bellingham quadrangle are consid Open File Report 98-8, 29 p., 6 plates. ered significant in terms of reserves for long-term resource de Dragovich, J. D.; Norman, D. K.; Anderson, Garth, 2000, Interpreted velopment (Table 4). These deposits constitute about 87 million geologic history of the Sedro-Woolley North and Lyman 7.5-min tons of permitted resources (although this includes a 12.8 mil ute quadrangles, western Skagit County, Washington: Washing lion ton deposit at Judson Lake, west of Sumas). The remaining ton Division of Geology and Earth Resources Open File Report 52 permitted properties constitute an estimated 18. 7 million tons 2000-1, 71 p., I plate. of reserves. WSDOT's 14 7 sand and gravel borrow pits through Dragovich, J. D.; Norman, D. K.; Grisamer, C. L.; Logan, R. L.; An out the quadrangle formerly had a resource of about 30 million derson, Garth, 1998, Geologic map and interpreted geologic his tons, which has largely been exhausted by many decades of road tory of the Bow and Alger 7.5-minute quadrangles, western Skagit construction projects. County, Washington: Washington Division of Geology and Earth The greatest volume of commercial sand and gravel deposits Resources Open File Report 98-5, 80 p., 3 plates. occurs in Pleistocene glacial outwash (for example, East Pole Dragovich, J. D.; Norman, D. K.; Haugerud, R. A.; Pringle, P. T., Road, Siper Road, Butler Hill, and Samish River complexes), 1997, Geologic map and interpreted geologic history of the Kend and all significant deposits appear to have been discovered. A all and Deming 7 .5-minute quadrangles, western Whatcom large, thick body of outwash gravel in the Columbia Valley is a County, Washington: Washington Division of Geology and Earth potential future resource because testing indicates some of the Resources Open File Report 97-2, 39 p., 3 plates. material passes specifications for asphalt-treated road base. The only identified bedrock aggregate resources of commercial Dragovich, J. D.; Norman, D. K.; Lapen, T. J.; Anderson, Garth, 1999, Geologic map of the Sedro-Woolley North and Lyman 7 .5-minute quality and volume include metasedimentary rocks at the quadrangles, western Skagit County, Washington: Washington Goodwin quarry, Permian limestone at the Maple Falls and Division of Geology and Earth Resources Open File Report 99-3, Tilbury Cement Co. quarries, and Twin Sisters Dunite at the 37 p., 4 plates. Swen Larsen quarry. Twenty-seven polygons of indicated and inferred sand and Easterbrook, D. J., 1962, Pleistocene geology of the northern part of the Puget Lowland, Washington: University of Washington Doc gravel resources were identified on the basis of existing pit loca tor of Philosophy thesis, 160 p. tions, subsurface drill logs, and geologic mapping. Several poly gons in western Whatcom County have potential problems hin Easterbrook, D. J., 1976, Geologic map of western Whatcom County, dering development because they are thin ( <25 feet thick) and Washington: U.S. Geological Survey Miscellaneous Investiga dominantly sand and the current land use is well-established tions Series Map I-854-B, 1 sheet, scale 1:62,500. farms and residential developments. The favorable outwash unit Golder Associates Inc., 1992, Preliminary draft hydrogeologic assess ment report for the proposed Columbia Aggregates gravel surface Qgo5 at Siper Road and East Pole Road grades westward into fine sand layers south of Lynden, which are considerably less mine: Golder Associates Inc. [under contract to] Gacek Associ desirable than coarse-grained gravel-bearing deposits. ates, 38 p. Huntting, M. T., I 982, Major sand and gravel producers in the Puget Sound region~Reserves and pit lives: Marshall T. Huntting, ACKNOWLEDGMENTS 38 p., 13 plates. We thank Joe Dragovich (Wash. Div. of Geology and Earth Re Jackson, J. A., editor, 1997, Glossary of geology; 4th ed.: American sources) and Douglas Goldthorp (Whatcom County) for useful Geological Institute, 769 p. geological discussions. Dallas Wavrin (WSDOT) and Angie JIJ Construction Co., 1977, Environmental impact statement for grav Galbraith and Sally Alexander (W ADOE) helped the data com el pit operation: Whatcom County Planning Commission, 1 v. pilation process proceed smoothly. Jari Roloff and Karen Meyers edited the manuscript. Gravel pit and quarry owners gra Kahle, S. C., 1990, Hydrostratigraphy and groundwater flow in the ciously allowed access to and shared information about their Sumas area, Whatcom County, Washington: Western Washington properties-we wish to especially thank John Van Boven, Mike University Master of Science thesis, 92 p. Crawford, and Alvin Starkenburg for their help. Kovanen, D. J.; Easterbrook, D. J., 1996, Extensive readvance of late Pleistocene (YD?) alpine glaciers in the Nooksack River valley, 10,000 to 12,000 years ago, following retreat of the Cordilleran REFERENCES CITED ice sheet, North Cascades, Washington: Western Washington Armstrong, J. E.; Crandell, D. R.; Easterbrook, D. J.; Noble, J. B., University Geology Department; Friends of the Pleistocene Pa 1965, Late Pleistocene stratigraphy and chronology in southwest cific Coast Cell Field Trip Guidebook, 74 p. ern British Columbia and northwestern Washington: Geological Lapen, T. J., 2000, Geologic map of the Bellingham 1:100,000 quad Society of America Bulletin, v. 76, no. 3, p. 321-330. rangle, Washington: Washington Division of Geology and Earth Resources Open File Report 2000-5, 36 p., 2 plates. 12 INFORMATION CIRCULAR 91 Lingley, W. S., Jr.; Jazdzewski, S. P ., 1994, Aspects of growth man Rongey and Associates, 1992, Hydrogeological investigations for As agement planning for mineral resource lands: Washington Geol sociated Sand & Gravel, Inc., Burlington gravel pit: Rongey and ogy, v. 22, no. 2, p. 36-45. Associates, 23 p. Lingley, W. S., Jr.; Manson, C. J., 1992, Directory of Washington U.S. Geological Survey, 1976, Principles of the mineral resource clas mining operations, 1992: Washington Division of Geology and sification system of the U.S. Bureau ofMines and U.S. Geological Earth Resources Information Circular 87, 76 p. Survey: U.S. Geological Survey Bulletin 1450-A, 5 p. Moen, W. S., 1969, Mines and mineral deposits of Whatcom County, Vance, J. A., 1975, Bedrock geology of San Juan County. In Russell, Washington: Washington Division of Mines and Geology Bulle R. H., editor, Geology and water resources of the San Juan Is tin 57, 134 p., 14 plates. lands, San Juan County, Washington: Washington Department of Newcomb, R. C.; Sceva, J.E.; Stromme, Olaf, 1949, Ground-water re Ecology Water-Supply Bulletin 46, p. 3-19. sources of western Whatcom County, Washington: U.S. Geologi Washington Department of Transportation, 1998, Standard specifica cal Survey Open-File Report 50-7, 134 p., 2 plates. tions for road, bridge, and municipal construction, 1998-Eng Norman, D. K.; Cederholm, C. J.; Lingley, W. S., Jr., 1998, Flood lish: Washington Department of Transportation, 1 v. plains, salmon habitat, and sand and gravel mining: Washington Whatcom County Department of Public Works, 1992, Final environ Geology, v. 26, no. 2/3, p. 3-20. mental impact statement, Columbia Aggregates gravel surface Pringle, P. T., 1994, Volcanic hazards in Washington-A growth mine: Whatcom County Department of Public Works, 128 p. management perspective: Washington Geology, v. 22, no. 2, White, W. W., III; Stebbins, S. A.; Hillman, Thomas, 1990, Puget p. 25-33. Sound region sand and gravel market study: U.S. Bureau ofMines Rigg, G. B., 1958, Peat resources of Washington: Washington Divi Report BIA 64-III, 149 p. • sion of Mines and Geology Bulletin 44,272 p. Appendix 1. Glossary of mining-related terms Aggregate, construction aggregate - A mixture of sand and gravel or centa;ge of rock remaining intact after tumbling with steel balls in a wet sand and crushed rock used in portland cement concrete, asphaltic con chamber. Large numbers indicate favorable rock. crete, mortar, plaster, or graded fill. Gravel and crushed stone that are in Fine aggregate - Sand and gravel or crushed stone that will pass grain-to-grain contact in the aggregate are strong enough to support the through a 11.-inch sieve (4.76 mm), but will be trapped in a 200 mesh weight of roads, buildings, or other infrastructure. The sand keeps the (ultrafine) sieve. coarse aggregate in grain-to-grain contact by limiting the ability of the 1 larger particles to shift laterally. Granite - A light gray or pink, coarsely crystalline (typically /s-inch crystals) intrusive igneous rock composed of the hard minerals quartz Alluvium - Unconsolidated boulders, cobbles, pebbles, sand, silt, and and feldspar with minor amounts of black mica and black iron-magne ( or) clay deposited relatively recently from a stream or river and sorted sium rich minerals. Granite and closely related rocks can make excel by the current velocity. lent construction aggregate. Asphalt - Heavy oil (tar) produced from oil wells that is used to make Gravel- An unconsolidated natural accumulation of typically rounded asphalt roads. rock fragments resulting from erosion and consisting predominantly of Asphaltic concrete- Concrete made of asphalt and crushed aggregate. particles larger than sand, such as boulders, cobbles, and pebbles, in Asphalt-treated base - A specific construction aggregate used to pre any combination. (Modified from Jackson, 1997.) pare the base of an asphaltic concrete road. Intrusive rock- Igneous rock that was emplaced below the earth's sur Basalt- A black volcanic bedrock that is finely crystalline. Basalt is the face as a magma that cooled very slowly to form a coarsely crystalline most common rock in the earth's crust and forms the floor of almost all rock. of the oceans. In Washington, basalt covers the entire Columbia Basin Kame -A hummock, terrace, or short ridge composed of stratified sand and much of the Cascade Range and high Olympic Mountains. Basalt and gravel deposited at the margin of a glacier as a delta or fan. In that erupted on land (for example, the Columbia River Basalt Group) is Washington, the term is generally applied to landforms created by dep hard and makes excellent crushed aggregate, whereas basalt that osition in the low area between the margin of a glacial ice sheet and the erupted on the sea floor is commonly weak (for example, much of the confining hills. After the ice has melted away, a high-quality sand and Crescent Formation basalts) gravel deposit frequently remains. (Modified from Jackson, 1997.) Batching, batch plant- A concrete manufacturing process or plant that Limestone- A rock composed of the mineral calcite. Normally, these mixes aggregate and portland cement or aggregate and asphaltic ce are rocks deposited in the ocean from materials that are by-products or ment to manufacture concrete. Basically, a batch plant functions like a remnants of shells. Limestone is an important source of construction gigantic egg-beater and bowl. aggregate in much of the nation. Boulder - A rock fragment larger than 10 inches (256 mm) that has Los Angeles Abrasion Test- A laboratory test to assess the strength of been somewhat rounded by abrasion in the course of transport. (Mod aggregate under dry conditions. A 100-pound sample is placed in a tum ified from Jackson, 1997.) bler resembling a washing machine with a tungsten carbide ball weigh Cement- ( 1) baked limestone dust and water that glues aggregate parti ing about five pounds. The tumbler is revolved 500 times and then the cles together to form concrete; (2) minerals, usually precipitated from sample is passed through a U.S. Standard No. 4 sieve. The larger the hydrothermal fluids, that naturally glue the grains of a rock together percent of the sample that passes through the sieve, the weaker the sam creating a hard sediment or harder rock. ple. The Los Angeles Abrasion number indicates the percent of the sample that has passed through the sieve. Clast- A rock fragment of any size, initially broken off bedrock by the force of water freezing in cracks or by impact from another rock. Clasts Outwash - Sand, gravel, and coarser round rock deposited from become smaller as they roll off a hillside and ( or) down a stream. streams and rivers issuing from alpine or continental (ice-age) glaciers. Proximal outwash was deposited relatively close to the snout of a gla Clay - Sediment composed of particles that are plastic, consolidated cier and is poorly sorted and has a large fraction of cobbles and boul when dry, and will pass a U.S. Standard No. 200 sieve (smaller than ders. Distal outwash was deposited miles from the edge of the glacier 0.0025 inches or 0.074 mm). Clay will not support weight (it behaves as and is relatively well sorted and dominated by sand. a paste) because it is composed primarily of platy clay minerals. Clay is 1 unsuitable for use in construction aggregates and even a small amount Pebble - A stone, usually rounded by water transport, /6 to 2.5 inches must be washed off coarser aggregate. ( 4-64 mm) in diameter-the size of a small pea to that of a tennis ball. (Modified from Jackson, 1997.) Coarse aggregate - Gravel or crushed stone that is larger than V. inch (4.76 mm). All clasts in coarse aggregate are larger than pea-gravel Pebble imbrication - A sedimentary fabric characterized by disk (pebbles, cobbles, and boulders). shaped or elongate pebbles dipping in a preferred direction at an angle to the bedding. It is commonly displayed by pebbles on a stream bed, Cobble -A rock fragment larger than a pebble, but smaller than a boul where flowing water tips the pebbles so that their flat surfaces dip up der, having a diameter in the range of2.5 to 10 inches ( 64-256 mm) that stream. (Modified from Jackson, 1997.) has been somewhat rounded by abrasion in the course of transport. (Modified from Jackson, 1997.) Pit- This term is restricted herein to sand and gravel mines, regardless of size. A borrow pit is a small (<3 acre) mine that periodically pro Construction aggregate - see Aggregate duces unprocessed gravel and other sediment, generally for use as fill. Cross-bed - A bed inclined at an angle to the main plane of stratifica Portland cement- Cement made by heating limestone to about 2, 700°F tion. Usually indicates deposition in a delta. (Modified from Jackson, (calcining) to form lime. This lime is mixed with small amounts of wa 1997.) ter and dries to a hard adhesive that can glue aggregate together to form Crushed stone - Bedrock, cobbles, or boulders that have been crushed portland cement concrete. Portland cement by itself does not have great with a mechanical crusher to gravel-size rock fragments with at least compressive strength, and it is costly because of the heat used in its three freshly broken faces. Crushed stone makes an excellent base manufacture. For these reasons, aggregate is added to form concrete. course for road construction because the rock fragments tend to form an The gravel in portland cement concrete has great compressive strength interlocking matrix. It is the only material suitable for asphaltic con and adds inexpensive filler to the mix. crete because asphalt only sticks to freshly broken surfaces. Quarry- Used exclusively herein for mines that produce aggregate by Degradation Test- A laboratory test designed to test the durability of blasting bedrock. rock under wet conditions. The degradation number indicates the per- 13 14 INFORMATION CIRCULAR 91 Round rock, round rock aggregate - Coarse aggregate that has been rounded by the process of stream or glacial transport. It generally has greater value than crushed aggregate because it is less expensive to mine, easy to mix in batch plants, and easy to finish to a smooth surface with trowels or other tools when used in concrete. Asphalt does not ad here effectively to round rock aggregate. Sand Equivalent Test - A laboratory test that measures the cleanness of a sample in terms of the relative proportion of fine-grained dust or clay. High numbers indicate less dust/clay, whereas low numbers indi cate greater plasticity. Favorable samples have values greater than 30. Silt- Sediment composed of particles that are unconsolidated or poorly consolidated when dry and will pass a U.S. Standard No. 200 sieve (<0.0025 inches or 0.074 mm). Silt has little or no cohesive strength be cause it contains a small proportion of clay minerals. Abundant silt can render a gravel deposit unsuitable for use in construction aggregates. Specific gravity - The specific gravity of a sample is the weight of a substance relative to the weight of an equal volume of water. The spe cific gravity of water, weak aggregate, granite, limestone, and basalt are 1.0, 1.95, 2.65, 2.72, and 3.2 grams/cubic centimeter, respectively. Stabilizer R-Value Test - A laboratory test that measures horizontal deformation when a vertical weight is applied. High numbers indicate stronger materials. Favorable samples have values greater than 70. Till - Very poorly sorted clay, silt, sand, gravel, cobbles, and boulders deposited directly from glacial ice in the form of a moraine or a com pact blanket of sediment under the ice. Generally, till is unsuitable for construction aggregate. Description of the Mine Database The following descriptive information for Appendix 2 was inad Million cubic yards-The estimated volume (in millions of cu vertently omitted from Information Circular 91. bic yards) of aggregate resource present within the permitted boundary of a mine as of May 2000. This database contains information about most small borrow pits or quarries, small terminated borrow pits or quarries, large Million tons-Reserve weight calculation based on reserve vol mines, large terminated mines, and large proposed mines that ume estimates. Conversion factors are 1.5 yd3/ton (sand and are plotted on Plate 1. The information contained herein is avail gravel); 2.4 cu yd/ton (basalt and gabbro); and 2.2 cu yd/ton (si able digitally as part of the GIS files for the Bellingham liceous igneous rocks). 1: 100,000 quadrangle. The columns that are not self explanatory Permitted acres-The number of permitted acres on the Wash are defined as follows: ington Department of Natural Resources form SM-2 Applica WADNR unique number-A Washington Department ofNatural tion for Surface Mining Reclamation Permit. Includes not only Resources reference number that ties the information in the da areas of aggregate extraction, but also all operations associated tabase to a location on Plate 1. The last four digits are a unique with the mine (stockpillng, crushing, screening, scales, etc.). number on each 7 .5-minute quadrangle that ties the database to a Percent depletion-The percentage of the resource that has feature. been depleted by mining, as based on communication with the WADNR data type code-A Washington Department of Natural mine operators or field investigation. Resources code number that indicates the type and size of the Qualifier-The qualifier code indicates that the thickness is ex excavation, as follows: 15 = small borrow pits and quarries act because the well or boring went all the way through the re (point), 16 = small terminated/depleted borrow pits and quarries source (blank) or that the actual resource thickness is greater (point), 18 = large active mines (polygon), 21 = large termi than the thickness reported because the boring stopped short of nated/depleted mines (polygon), and 22 = large proposed mines the lower boundary(>). (polygon). Overburden thickness-Thickness in feet of soil, clay, or non WADNR/USFS permit number-The 5-digit number on the commercial aggregate that must be removed in order to reach Washington Department of Natural Resources Form SM-2 Ap the aggregate resource. plication for Surface Mining Reclamation Permit for a permit ted mine. Arbitrary 5-digit numbers have been assigned by the Los Angeles Abrasion, Degradation, Specific Gravity, Sand writers to the U.S. Forest Service mines. Equivalent, and Stabilometer R Value tests-Results of labora tory tests, conducted mainly by the Washington State Depart WSDOT site number-A number assigned by Washington State ment of Transportation (WSDOT), that reflect the quality of the Department of Transportation that links strength and durability deposit (see glossary in Appendix 1 for explanation of tests). testing to a particular mine or outcrop. The number consists of a letter that identifies the county the site is in, followed by a se Percent > 20i inches, Percent ~-20i inches, Percent < ~ inch, quentially assigned number. Percent < U.S. No. 200 sieve-Results of laboratory grain-size analysis of samples (values are given in weight percent). The Legal description-The location of the feature with reference to first three fields divide the whole sample, and the fourth field re the Government Land Office grid in the form-Yi Yi section, sec fers to the amount of silt and clay in the sample. • tion, township, and range. Townships and ranges are shown on Plate 1. Product-The material being mined-rock, gravel, or sand. Appendix 2. List of gravel pits and rock quarries in the Bellingham quadrangle Reserve data for sand and gravel pits are based on WADNR and WSDOT files, volumetric calculations, and personal communication with producers. Percent depletion is based on author's judg ment and information from producers. (Note: Terminated WADNR permits and WSDOT borrow pits are assumed to be 100% depleted). Value used to convert cubic yards of sand and gravel to tons is 1.5 tons/cu yd for sand and gravel, and 2.0 tons/cu yd for bedrock. Some columns are blank in order to preserve the data structure used in other DNR aggregate reports IDENTIFIER LOCATION RESERVES QUALITY C...... = ~ .!:! .. "Cl...... = ,__ "' -=e = .. "' .. = ·e .. .. "'.. =M .." .. = "Cl"' " "' = i:i. -= -= .:.== .. -= = ..i:i. e e .. ~ ...... "' OI = -= " z= c 00 "' "'...... "' ; :a" = c = " -= =O" OI ... = ...... ; ·;:; -;.. = ·=~ " .... = .:.= OI 00 OI 00 ...... = " OI is. "' = OI ... ·-~ M = ·= "Cl ;;i ·= :a "' " ..= .. = = M I ·-~ ;;; "Cl .. "O t,J) ;= ..t,J) ·; = "' :a" = "Cl ....= "'OI A ~ V V ci:: ci:: '2 = .... = .s ...... ·- OI O" ...... "Sii" " .... = .. "O .... z z z ""'0 .: = = = = ·s. -= OI C" ... Q Q Q Q = ... ·e ..= -=.. i:i. < ... ·.:; """O ..= = .. = =.. 00 Legal 7.5-minute Rock OI E :S .. ..." ~ .. ·;:: t,J) .. .." .. "... "... < < < =...... < .. i:i. OI= .. .." .. .. ~ ~ ~ ~ Mine name Operator description quadrangle County type i i =- =- i 0 00 ..l Q 00 00 =- =- =- =- PART I. BEDROCK QUARRIES " " 9224 16 borrow pit forestry use NWY..SEY.. sec. Canyon Whatcom sandstone Eccb 29, T39N R6E Lake 9224 16 borrow pit forestry use NEY.NW\/, sec. Canyon Whatcom sandstone Eccb 30, T39N R6E Lake t:l:l 9224 16 borrow pit forestry use NEY.NEY, sec. Canyon Whatcom sandstone Eccb 5 90.6 til 30, T39N R6E Lake L' L' 9124 16 borrow pit forestry use NEY.NEY, sec. Maple Whatcom sandstone Eccb 15, T39N R6E Falls z Cl 9424 16 M-258 borrow pit WSDOT SWY,NWY.. sec. Lyman Skagit sandstone Eccb ::t 13, T35N RSE > 9424 16 M-200 borrow pit WSDOT SWY..SWY.. sec. Lyman Skagit sandstone Eccb 200 I s:: 12, T35N RSE ,_. 9322 16 F-133 borrow pit WSDOT NWY..SEY.. sec. Lake Whatcom shale 3 0.014 Eccb 0 36, T37N R3E Whatcom 0 9322 16 F-082 quarry WSDOT NEY.NEY, sec. Lake Whatcom sandstone 20 0.002 100 10 0.50 0 Eccb 0 20, T37N R4E Whatcom 0 9321 16 F-003 test pit WSDOT SEY,SWY.. sec. Bellingham Whatcom sandstone Eccb 0.01 /0 23, T37N R3E South C: 9322 13 F-004 test pit WSDOT SWY.,SWY.. sec. Lake Whatcom sandstone Eccb O.oI >t, 31, T37N R4E Whatcom 9223 16 F-064 Deming Whatcom Co. SWY..SEY.. sec. Deming Whatcom sandstone ECcp 0.02 ~ quarry PWD 31, T39N RSE z Cl 9223 16 quarry unknown SEY.NEY.. sec. Deming Whatcom sandstone ECcp L' 28, T39N RSE ~tr:1 9223 16 quarry unknown NEY.NEY, sec. 6, Deming Whatcom sandstone ECcp T38N RSE ~ 9424 16 F-066 quarry WSDOT SWY..SEY.. sec. Lynden Whatcom sandstone ECcp >rJJ 11, T39N R3E ::t 9124 16 borrow pit forestry use NWY..SEY.. sec. 7, Maple Whatcom sandstone ECcs z T39N R6E Falls Cl >-3 9124 16 borrow pit forestry use NWY,SEY.. sec. 3, Maple Whatcom sandstone ECcs 0 T39N R6E Falls z 9124 16 borrow pit forestry use NEY,SWY.. sec. 3, Maple Whatcom sandstone Ecc, T39N R6E Falls ,_. V, IDENTIFIER LOCATION RESERVES QUALITY °'- ,-.,... 0 .. ..> .. .. = ~ .2! .Q "O ... ,-., "' 0 ~ 0 z .. 0 'Ti :, ·s 0 .. "' .. .Q " .. " .Q 0 = .. .. "O"' .:,:= =.o" "' -= "' = =- .. .. = ... -=.. 0 :,::, ..:, .... =- :, .... "' 0 =" 'Z ... r.r, = = .."' =...... "' ... :c" 0 -c = " -= ~ i... "' .. = ·- =- = = ... .:,:= ...... ·.c ·;;: ~ =" r:,_i ... r.r, .. ·-~ i5. =0 .. = ;i ... :c" "' " "' = = =0 > I ;;;i ....,> ·=:, "O ·=:, :, = = .. = ...... = ·; "' ·-~ "' " 0 "O "O 0 "O .: "'A ~ V V c:2 r- :c...... ="' "" ·s,, " ... :, ="" .. "O= =- ...... 5 'Z 'Z 'Z " ... .Q C w 0 0 .: =0 =0 =0 .Q ·s. " = = Q" Q" Q Q > ·e .. .. < = ·.:; "O ...... z r.r, Legal 7.5-minute Rock 0 ,_ = .. =- .. = = < < < .. = .. .." > ·.: < .."" .. = .." .." .." .." n Cl.. Cl.. ..l Q r.r,=- r.r,= Cl.. Cl.. Cl.. Cl.. ~ ~ ~ ~ Mine name Operator description quadrangle County type ~ ~ ~ 0 ~ ~ 9124 16 borrow pit forestry use SWY,SWY. sec. Maple Whatcom sandstone Ecc," " 21.5 33 2.92 n 6, T39N R6E Falls c:::: r' 9124 16 borrow pit forestry use NWY. NEY. sec. Maple Whatcom sandstone Ecc, 9, T39N R6E Falls :,::,> 9124 16 borrow pit unknown SEY.NEY. sec. Maple Whatcom sandstone ECcs l,C) 31, T40N R6E Falls - 9422 16 M-179 borrow pit WSDOT SWY.NEY. sec. 4, Alger Skagit schist Jhmc T35N R4E 9422 16 quarry unknown SEY,SEY. sec. 3, Alger Skagit stone Jhmc T35N R4E 9418 16 borrow pit unknown NWY.SWY. sec. Blakely San Juan stone Ji, 16, T35N RIW Island 9418 16 SJ-003 quarry WSDOT SWY.SEY. sec. 4, Blakely San Juan stone Ji, T35N RIW Island 9423 16 M-078 Bassett pits Skagit Co. NWY,NEY. sec. Sedro- Skagit green- Jmv 50 0.4 PWD 13, T35N R4E Woolley N stone 9423 16 10307 Dukes Hill Skagit Co. NWY,NEY, sec. Sedro- Skagit stone Jmv 20 0.01 quarry PWD 13, T35N R4E Woolley N 9323 16 quarry forestry use NWY.SWY. sec. Acme Skagit stone Jmv 3 13.5 33 2.75 4, T36N R5E 9321 15 10731 Bloedel l Bloedel NE Y.SWY. sec. Bellingham Whatcom phyllite Jphd 2.00 quarry Timberlands 27, T37N R3E South Develop- ment, Inc. 9324 16 borrow pit forestry use NEY.NEY. sec. 9, Cavanaugh Skagit phyllite Jphd T36N R6E Creek 9324 16 borrow pit forestry use SEY.SWY. sec. Cavanaugh Whatcom phyllite Jphd 25.3 12 2.96 33, T37N R6E Creek 9424 16 borrow pit forestry use SEY.SE'/. sec. 31, Lyman Skagit phyllite Jphd 6 0 T36N R6E 9424 16 borrow pit forestry use NEY.SWY. sec. Lyman Skagit phyllite Jphd 10, T36N R6E 9423 16 borrow pit forestry use NWY,SEY, sec. Sedro- Skagit phyllite Jphd 32, T36N R5E Woolley N 9324 16 borrow pit unknown SWY,SEY. sec. Cavanaugh Whatcom phyllite Jphd l.2 10 l 24 75 36 30, T38N R6E Creek 9324 16 borrow pit unknown NEY.NWY. sec. Cavanaugh Whatcom phyllite Jphd 31, T38N R6E Creek 9323 16 F-191 borrow pit WSDOT NEY,NEY. sec. Acme Whatcom phyllite Jphd 36, T37N R4E 9323 16 quarry forestry use NEY.NWY. sec. Acme Whatcom phyllite Jphd 31, T37N R5E 9323 15 quarry unknown SWY.SEY. sec. Acme Whatcom phyllite Jphd 10 l 18 52 2.74 22, T37N R4E IDENTIFIER LOCATION RESERVES QUALITY Z' .. ..> .. .. = ~ .. .Q "O .... "' c:, "' e ... ·e .. .."' --... "' = .. .Q ...... Q = = .. .. = "O"' = bl) .."' Q. .. .:.= ~ -=... = Q. e ...... e >, "' ..o:1 =c:, ... -=... = c r.,;, = .."' >, .."' ; :a c = -=... z= =C" o:1 ... = ...."' ...... ~ .. = ·-~ c,i .... r.,;, .:.== ...... o:1 ·s: -; = o:1 ...... :E o:1 -a "' =c:, o:1 > ·-~ .... ·- ·= "O ;i ·= ... "' ..= .. = .... I ~ ;;i c:, .. c:, = ..IOI) ·; = "' = = = "O "O "O IOI) "' .~ ~ V V a: a: ~ ·-E-- ... ~ ...... o:1 o:1 C" .... ·s.i ...... "O ... ia;,l ...." ...... = .Q z z z 0 c:, .: =c:, c:,= =c:, .Q= ·s. o:1 -= = = = Q Q Q Q > .... ·e =.. .. Q. < .. ·.; "O ..... =...... r.,;, Legal 7.5-minnte Rock o:1 .." .. ·.: IOI) ...... " < < < =...... > < .. Q. =o:1 ...... " :::: :::: :::: :::: Mine name Operator description quadrangle County type i i =-- =-- i 0 czi ..l Q r.,;, r.,;, =-- =-- =-- =-- 9323 16 M-262 quarry WSDOT SEY.NEY. sec. I, Acme Skagit schist Jphd" 100" 0.3 T36N R4E 9322 18 11461 Whatcom- unknown SEY.NEY, sec. I, Lake Skagit phyllite Jphd 70 0.20 Skagit quarries T36N R3E Whatcom 9322 16 M-212 borrow pit Washington NEY.SEY. sec. 5, Lake Skagit dolomite Jphd? 70 0.05 Loggers Corp T36N R4E Whatcom 9124 16 borrow pit forestry use NWY.NWY. sec. Maple Whatcom stone pThmcb 22, T40N R6E Falls 9124 16 borrow pit forestry use SWY.SWY. sec. Maple Whatcom stone pThmcb 2 11.4 70 2.88 91 0 100 16 1.4 21, T40N R6E Falls 9124 16 borrow pit forestry use SWY.NWY. sec. Maple Whatcom stone pThmcb 10, T40N R6E Falls 9124 16 borrow pit forestry use SEY,NEY, sec. Maple Whatcom stone pThmcb 20, T40N R6E Falls to tii 9423 16 borrow pit forestry use NEY,NEY. sec. Sedro- Skagit stone Jsh. r' 29, T36N R5E WoolleyN r' 9422 15 quarry forestry use NEY,SEY, sec. Alger Skagit stone Jsh. z 15, T36N R4E 0 ::t 9317 15 12874 SJ-050 Boxeur Dolphin Bay NWY,NWY, sec. Eastsound San Juan stone J"limct0 2.4 quarry Quarry Inc. 2, T36N R2W > ~ 9317 16 Langdon unknown SEY.NEY. sec. Eastsound San Juan limestone J"Rmclo quarry 25, T37N R2W - 9317 limestone McGraw- NEY.NWY, sec. Eastsound San Juan limestone Jl 9318 16 quarry unknown SWY,SWY. sec. Mount San Juan limestone Jl 9123 16 limestone unknown NWY.NWY. sec. Kendall Whatcom limestone PDms0 16.l 36 2.74 quarry 23, T40N R5E 9124 16 12531 quarry Clauson NWY,SEY, sec. Maple Whatcom limestone PDms0 Lime Co. 23, T40N R5E Falls 9123 16 F-195 Tilbury pit WSDOT NWY,NWY. sec. Kendall Whatcom limestone PDmsc 75 0 17, T40N R5E 9317 16 Double Hills unknown NWY,SEY. sec. Eastsound San Juan limestone PDmt. 0.3 quarries 15, T37N R2W 9317 16 Eastsound unknown NEY.SWY. sec. Eastsound San Juan limestone PDmt. quarry 14, T37N R2W 9317 16 limestone Orcas SEY.SW\!, sec. Eastsound San Juan limestone PDmle 41 20 60 2.79 quarries Lime Co. 30, T37N R2W to trl 9317 16 limestone unknown NEY.SWY. sec. Eastsound San Juan limestone PDmt. t'"' quarry 21, T37N R2W t'"' 9317 16 limestone unknown NWY.SWY, sec. Eastsound San Juan limestone PDmte 32.5 10 2.75 z quarry 21, T37N R2W a :::i:: 9318 16 quarry Chuckanut SWY.SWY. sec. Mount San Juan limestone PDmt. > Lime Co. 23, T37N RIW Constitution S;:: 9317 16 SJ-037 quarry Clauson SEY,NWY, sec. Eastsound San Juan limestone PDmt. 50 Lime Co. 21, T37N R2W 9317 16 Red Cross unknown SWY.SEY. sec. Eastsound San Juan limestone PDmle 0.05 0- 0 quarry 20, T37N R2W 0 0 9317 16 Rusch quarry unknown SWY,SE'/, sec. Eastsound San Juan limestone PDmt. 0 15, T37N R2W ,0 9317 16 Sonderberg unknown SW'/.SEY, sec. Eastsound San Juan limestone PDmt. C: quarry 30, T37N R2W t,> 9324 15 12069 Swen Larsen Olivine NEY.NEY, sec. Cavanaugh Whatcom dunite pTUts 100 0.10 quarry Corp. 34, T38N R6E Creek PART II. SAND AND GRAVEL PITS ~ I 0,07 a 9424 21 Tl2013 Van Dykpit Ferndale SEY.NWY. sec. 3, Lynden Whatcom sand & Qgos 15 0.78 1.25 44 100 0.00 t'"' Ready Mix & T39N R3E gravel trl Gravel Inc. 9122 16 Tl 1749 gravel pit (NE Aggregates NWY,SWY. sec. Sumas Whatcom sand & Qgos 100 0.00 ~ of Nooksack) West 21, T40N R4E gravel Cl)> 9119 21 Tl 1431 gravel pit James E. SEY.SWY. sec. 2, Blaine Whatcom sand & Qgom•• 28 1.537 2.46 45 100 0.00 I 0.04 :::i:: O'Brien T40N RlE gravel z 9119 16 Tl 1413 gravel pit Douglas & SWY.SEY. sec. Blaine Whatcom sand & Qgo. 100 0.00 a Louise 23, T40N RIE gravel >-l Connelly 0 9119 21 Tl I 058 Hamm Road Lynden SWY,NEY. sec. Blaine Whatcom sand & Qgos 12 1.26 2.02 65 100 0.00 I 0.08 z pit Transport Inc. 33, T40N RIE gravel -'° N IDENTIFIER LOCATION RESERVES QUALITY 0 Z' 1 1 9321 16 F-134 borrow pit WSDOT SE /.NW /. sec. Bellingham Whatcom sand Qa 10 0.008 O.oI 100 0.00 0.00 54 0 2 98 17 23, T37N R3E South 9321 16 F-005 borrow pit WSDOT SEY,SEY. sec. IS, Bellingham Whatcom sand & Qa 12 0.003 0.00 100 0.00 2.5 0.21 12 65 23 T37N R3E South gravel 9321 15 F-084 borrow pit WSDOT NWY.SWY. sec. Bellingham Whatcom sand & Qa 10 I 0.10 64 9 41 50 30, T37N R3E South gravel 9321 16 F-075 borrow pit WSDOT NWY.SEY, sec. Bellingham Whatcom sand & Qgd 20 I 0.05 0 38 62 12, T37N R2E South gravel 9321 16 F-006 borrow pit WSDOT NE Y.SWY, sec. 8, Bellingham Whatcom sand Qgd 12 100 3 0.25 15 39 45 T37N R3E South 9120 16 F-098 borrow pit' WSDOT SWY,NEY. sec. Bertrand Whatcom sand Qgo, 20 0.35 0.56 100 0.00 0.8 25, T40N RIE Creek 9120 16 F-096 borrow pit WSDOT SWY.SWY, sec. Bertrand Whatcom sand, silt, Qgdm. 0.25 0.40 100 0.00 0 10 0 5 95 8, T39N R2E Creek clay 9120 16 F-115 borrow pit WSDOT NWY.SWY, sec. Bertrand Whatcom sand Qgo, 9 0.25 0.40 100 0.00 0.5 0.06 91 2 6, T39N R2E Creek 9120 16 F-062 borrow pit WSDOT NEY,NEY, sec. 2, Bertrand Whatcom sand Qgo, 16.5 0.2 0.32 100 0.00 1.5 0.09 T39N R2E Creek 9120 16 F-063 borrow pit WSDOT SEY,SEY. sec. 36, Bertrand Whatcom sand Qgo, 16.5 0.125 0.20 100 0.00 1.5 0.09 T40N R2E Creek 9120 16 F-126 borrow pit WSDOT NWY.SEY. sec. 6, Bertrand Whatcom sand Qgo, 0.1 0.16 100 0.00 91 0 2 98 2 T39N R2E Creek 9120 16 F-153 borrow pit WSDOT NEY.NWY. sec. Bertrand Whatcom sand Qgo, 13 0.08 0.13 100 0.00 0.3 0.02 74 4 23, T40N R2E Creek 9120 16 F-023 borrow pit WSDOT SEY,SWY. sec. Bertrand Whatcom sand & Qgo, 9 0.065 0.10 100 0.00 1.5 0.17 92 0 20 80 I 27, T40N R2E Creek gravel 9120 16 F-012 borrow pit WSDOT NWY.NE Y. sec. Bertrand Whatcom sand & Qgdm 0 100 7, T39N R2E Creek gravel 9120 16 F-010 borrow pit WSDOT SEY,NEY, sec. I, Bertrand Whatcom sand Qgo, 100 3 97 0.2 T39N RIE Creek 9120 16 borrow pit WSDOT SEY,SEY. sec. 11, Bertrand Whatcom sand Qgo, T39N R2E Creek 9120 16 DeWilde pit Emil A. SWY.SWY, sec. Bertrand Whatcom sand Qgo, 100 0.00 DeWilde 19, T40N R2E Creek IDENTIFIER LOCATION RESERVES QUALITY ...... -... >...... = ~ ·:;; ..c t ....= 0 -"' 0 e .. ·e ..... "'...... "'... 0 ...... c ..c t "' "' = i:,. ... = .:.:= ~ ... -= "' i:,. e ...... = e >, "' .. =0 .. -=.. .5 z= c "'... >, "'... ·.c:: :.c 0 -c ... -=.. O" = ...."' ...... = ·~ ~ = ...... "'...... = .:.: .. .. .: ·:: -; = ·~ czi .... = "S. .. 0 ~ = :Ei "' .. "' = 0 .. > I ;:i ·= t.. "';;i ·= ...... = .. = .. ·; "' ~ = "' = :a ....=0 t t ....=0 t l>ll "' .: l>ll "' ~ V V ci::: ci::: ~ E-- ...... = ...... O" ...... z '6'Ji .... = ..c.. t i::::.. 1-l " z z 0 0 =0 =0 =... 0= ..c= ·a...... Q Q Q Q > ·e .. i:,. < .. ·c t = = = = Legal 7.5-minute Rock ...... ·;: l>ll ...... < < < ... "...... > .... < ... i:,...... "' type =r;.:, r;.:, Cl. Cl. 0 ...l Q ..= Cl. Cl. Cl. Cl. ~ ~ ~ ~ Mine name Operator description quadrangle County ~ ~ ~ "' "' "' 9120 16 Hicks gravel Melvin G. SEY.NE\/, sec. Bertrand Whatcom sand & Qgo, pit Hicks 33, T40N R2E Creek gravel 9120 16 F-027 Kreider pit WSDOT SEY.NEY. sec. 3, Bertrand Whatcom sand & Qgo, 0 100 83 I T39N R2E Creek gravel 9120 16 Willeys Lake Whatcom Co. SW\/,SW\/, sec. Bertrand Whatcom sand & Qgo, \00 pits PWD 27, T40N R2E Creek gravel 9118 16 F-131 borrow pit WSDOT NEY.NE'!. sec. Birch Point Whatcom sand & Qgom •• 14 0.08 0.13 100 0.00 3 0.21 14.9 76 2.75 73 8 54 38 5 14, T40N RIW gravel 9119 16 Aldergrove Whatcom Co. SW\/,SE\/, sec. 9, Blaine Whatcom sand & Qgom •• 100 pit PWD T39N RIE gravel 91 \9 16 F-124 borrow pit WSDOT SEY.NEY. sec. Blaine Whatcom sand Qgo, 10 \.3 2.08 100 0.00 0.00 92 0 0 100 I 16, T40N RIE 91 \9 \6 F-088 ~orrow pit WSDOT SWY.NWY. sec. Blaine Whatcom sand & Qgom •• 60 0.5 0.80 100 0.00 0 0.00 26 4 59 37 32,T41NR\E gravel to t'I1 9119 16 F-119 borrow pit WSDOT NEY.NEY. sec. Blaine Whatcom sand Qgo, 5 0.387 0.62 !00 0.00 0 0.00 91 0 0 100 2 t""' 22, T40N RIE t""' 9\19 16 F-095 borrow pit WSDOT SE'!.SEY. sec. 35, Blaine Whatcom sand & Qgom •• 7.5 0.3 0.48 100 0.00 1.5 0.20 65 z T41N RIE gravel Cl 9119 16 F-097 borrow pit WSDOT NWY.SEY. sec. Blaine Whatcom sand Qgo, 10 0.18 0.29 \00 0.00 0.00 88 0 0 100 ::r:: 16, T40N RIE > ~ 9119 16 F-121 borrow pit WSDOT SEY.SE\/, sec. 26, Blaine Whatcom sand Qgo, 20 0.148 0.24 100 0.00 0.5 0.02 94 0 5 95 4 T40N R!E 9119 16 F-099 borrow pit WSDOT SEY.SWY. sec. Blaine Whatcom sand Qgo, 8 0.125 0.20 100 0.00 0.5 0.06 3 -0 0 23, T40N RIE 0 & 0 9119 16 F-187 borrow pit DOT SE\/,SWY. sec. 3, Blaine Whatcom sand Qgom •• 80 0.09 0.14 100 0.00 10 0.12 70 7 93 53 2.7 0 T40N RIE gravel IO 9119 16 F-128 borrow pit DOT SW\/,SW\/, sec. Blaine Whatcom sand Qgo, 14 0.083 0.13 100 0.00 0.5 0.04 66 14 C: 5, T40N RIE > 9119 16 F-163 borrow pit DOT NEY.NW\/, sec. Blaine Whatcom sand Qgdm 0 15 0.033 0.05 100 0.00 2 0.13 21 74 2.68 74 0 I 99 9 tl 10, T39N RIE ~ 9119 16 F-162 borrow pit DOT NEY.NW\/, sec. Blaine Whatcom sand Qgom •• 7.5 0.005 O.ot 100 0.00 0.00 14.8 79 2.7 73 9 z 9, T39N RIE Cl t""' 9119 16 F-079 borrow pit DOT NW\/,NEY. sec. Blaine Whatcom sand & Qgom •• 6 0.002 0.00 100 0.00 0 0.00 18.4 2.77 60 t'I1 \6, T39N RIE gravel 9119 15 F-039 borrow pit Whatcom Co. SE'/.,NEY. sec. 3, Blaine Whatcom sand & Qgom •• 25 0.5 0.80 80 0.16 1 0.04 7 2.7 88 0 100 49 5 ~ PWD T40N RIE gravel r:/J> 9119 16 F-011 borrow pit DOT SEY.NW\/, sec. 2, Blaine Whatcom sand Qgdm0 100 3 97 I ::r:: T39N R!E z 9119 13 F-025 borrow pit DOT SW\/,SW\/, sec. Blaine Whatcom sand & Qgctm. 100 Cl 36, T41N RIE gravel >-l 0 9\ 19 16 borrow pit unknown SW\/,NE'/, sec. 9, Blaine Whatcom sand Qgom00 T39N R!E z 9119 15 F-024 gravel pit City of Blaine NWY.SW\/, sec. Blaine Whatcom sand & Qgom •• 35 50 0.00 0.00 12 88 31 I gravel 3, T40N RIE N -.J N IDENTIFIER LOCATION RESERVES QUALITY 00 Z'...... = ; .~ .Q "Cl ..= "' -z "' CJ 5 CJ .. "' 'Tl 0 CJ = = ·e .. "' M .. .Q - .. = .. .. .Q "Cl.. .. = 0 Q. .. .i.t.= .. -=CJ Q. 5 5 .. CJ !!I ... ..= ~ ... "' OS = -=CJ 00 .."' ... .. ':C= :c ...... -=CJ z= =i::r OS = "' ..= ·= ~ la.. ... CJ .. ... = ·;:: = ';!:. r,3 CJ .. ... -; ... 00 = .i.t. OS ·-';!:. M = OS .. = OS CJ .. > :Ei = I ·- ;;;i ·= "Cl ;, !:: ·= =- "' ..= .. = = .. .. M ~ "'j ..IOI) ·; "Cl .. "Cl IOI) = = "Cl = .. ':C= A ~ V V "' CJ :c =CJ s= OS ci:: ci:: ii: ...... = .. OS CJ ...... "Cl =- ... 5 ·;, ... .Q "1il z z z 0 al .Q= ·a= OS C Q Q Q = = ..= = Q. ·.; "Cl ..= ...... z Q .. = ·e CJ = .. < .. CJ =CJ =CJ =CJ 0= OS IOI) < < < 00 Legal 7.5-minute Rock :S .. .. ·;: ...... (") ...... < .. Q. =OS ...... ~ ~ ~ ~ Mine name Operator description quadrangle County type (;.:, (;.:, ~ ~ =- =- ~ 0 00 ..l Q 00 00 =- =- =- =- ~ 9119 15 sand pit unknown SWY.NWY. sec. Blaine Whatcom sand Qgo, 10 (") 14, T40N RIE C t'"" 9119 21 F-123 Soeters pit William WNWY. sec. II, Blaine Whatcom sand & Qgdrn. 67 13 50 37 6 > Soeters T40N RIE gravel :::0 9418 16 SJ-024 borrow pit DOT SWY.SEY, sec. 9, Blakely San Juan sand Qgt 20 O.oJ 0.0Z 100 0.00 1.5 0.08 91 I 99 88 1 \0 T36N RIW Island - 9418 16 gravel pit unknown SWY.SEY. sec. I, Blakely San Juan sand & Qb T35N RIE Island gravel 9421 16 M-053 Inman pit DOT SEY.NWY. sec. Bow Skagit sand & Qgo, 30 0.5 0.80 100 0.00 2 0.07 19.3 62 2.65 23 15 85 22 15 21, T35N R3E gravel 9224 16 F-070 borrow pit DOT NEY.SEY. sec. Canyon Whatcom sand & Qgo. 12 0.015 0.02 100 0.00 I 0.08 75 2 67 31 23, T38N R5E Lake gravel 9224 16 borrow pit forestry use NEY.NEY. sec. Canyon Whatcom sand & Qgo. 26, T38N R5E Lake gravel 9324 13 F-190 borrow pit DOT SWY.NEY, sec. Cavanaugh Whatcom sand & Qls 21.3 56 36, T38N R5E Creek gravel 9223 15 F-176 borrow pit DOT NWY,SEY. sec. 7, Deming Whatcom sand & Qgo, 15 0.012 0,02 100 0.00 2 0.13 44 4 T38N R5E gravel 9223 16 F-060 borrow pit DOT SEY.SEY, sec. 21, Deming Whatcom sand & Qgo, 15 0.008 0.01 100 0.00 6 0.40 0 52 48 T39N R5E gravel 9223 16 F-071 borrow pit Washington SWY.SEY. sec. Deming Whatcom sand & Qgo, 15 0.075 0.12 80 0.02 2 0.13 17.6 40 2.63 55 Loggers Corp 15, T39N R5E gravel 9223 13 F-067 borrow pit DOT NEY,SWY. sec. 5, Deming Whatcom sand & Qa 6 0.4 0.64 100 0.00 0 0.00 18.7 (river bar) T38N R5E gravel 9223 16 F-016 borrow pit DOT NWY.NWY., sec. Deming Whatcom sand & Qa 10 O.Q75 0.12 JOO 0.00 0.00 95 9 91 31 2 (river bar) 15, T39N R5E gravel 9223 16 F-015 borrow pit DOT NWY.NWY. sec. Deming Whatcom sand & Qa 10 0.008 0.01 100 0.00 0.5 0.05 18.4 8 51 41 (river bar) 22, T39N R5E gravel 9223 16 F-068 borrow pit DOT SE 1/.SEY.. sec. 28, Deming Whatcom sand & Qa 12 0.005 0.01 100 0.00 6 0.50 6 52 42 (river bar) T39N R5E gravel 9223 16 F-009 borrow pit DOT SE Y..NE Y. sec. 6, Deming Whatcom sand & Qa 100 (river bar) T38N R5E gravel 9223 16 F-199 gravel pit Wilder SWY.NWY. sec. Deming Whatcom sand & Qgo, 0.05 0.08 50 0.04 18 2.66 75 94 53 7.1 Construction 4, T38N R5E gravel Co. 9223 16 gravel pit forestry use NEY.SEY., sec. Deming Whatcom sand & Qgo, 16, T38N R5E gravel 9223 16 gravel pits unknown SEY.NEY. sec. Deming Whatcom sand & Qgo, 27, T39N R5E gravel 9317 16 SJ-010 borrow pit DOT NEY.SWY. sec. Eastsound San Juan sand & Qgd 25 0.224 0.36 100 0.00 5 0.20 21.8 30 48 9 91 60 9 27, T37N R2W gravel 9317 16 SJ-019 borrow pit DOT NEY.NEY. sec. 9, Eastsound San Juan sand & Qgd 40 O.D25 0.04 100 0.00 I 0.02 72 0 100 70 2 T36N RIW gravel IDENTIFIER LOCATION RESERVES QUALITY '"'...... ~ .:!: .c.. "O.. ...= "' I: = .. "' '"'.. = .. ·e .. .c ...... "' =...... c "O"' oj) "' .c = i:i. .. = .:& .. i:i. I: I: = .c .. ..= .... "' .. = ...... c c = "' .."' ...... "' ... ;§ = -0 .. z= er= .. i;.."' ...... ·;;: ..= = ~·= c;,i ... = .:& .. .. = .. -a .. .. ·-~ .... = .. .'.: :E "' .. "' = ·= "O "'~ ·= ...... = .. ·:;;= = .. ·;...... I ·-~ ;5 "' = "O "O = "O IOJl ·.c IOJl A ~ V V ci::= ci:: ci: ,.. ..= 5 ..= ...= .. ...= ...... er ·s,, ...... "O ...... z z z 0 .; = = ... = .c= ·;.= .c C ~ Q Q Q Q = .. = ·e ..= = i:i. < .. ·;; "O ..= =.. ..= "'= Legal 7.5-minute Rock .. ~ .. .. ·;: IOJl ...... < < < ...... < "'i:i...... "' =c.,"' c., i:i..."' ... Q"' =.. .. ~ ~ ~ ~ Mine name Operator description quadrangle County type i i i:i..."' i 0 "' ...l "' "' i:i..."' i:i..."' i:i... i:i..."' 9317 16 SJ-008 borrow pit DOT NEY.NWY. sec. Eastsound San Juan sand & Qgom. 20 0.015 0.02 IOO 0.00 I 0.05 19.3 89 0 22 78 2 14, T37N R2W gravel 9317 16 SJ-009 borrow pit DOT NEY.SW'!. sec. Eastsound San Juan sand & Qgom. 7 0.005 0.01 100 0.00 I 0.14 19 2 63 3 II, T37N R2W gravel 9317 16 SJ-023 borrow pit San Juan Co. NWV,SEV, sec. Eastsound San Juan sand & Qgd 6 0.004 0.01 100 0.00 2.5 0.42 35 0 100 86 9 13, T37N R2W gravel 93l7 16 SJ-046 borrow pit DOT SW'!,NEV, sec. Eastsound San Juan sand & Qgd 50 2.7 27, T37N R2W gravel 9317 16 SJ-026 gravel pit DOT SEY.NE'!. sec. Eastsound San Juan sand & Qgd 75 0.05 0.08 100 0.00 I 0.01 12.5 2.72 91 I 99 48 I 21, T37N R2W gravel 9220 16 F-150 borrow pit DOT NW Y.SE Y. sec. Ferndale Whatcom sand Qgo, 30 0.9 1.44 100 0.00 6 0.20 12 II 28, T39N R2E 9220 16 F-125 borrow pit WSDOT SEV,SWV, sec. Ferndale Whatcom sand Qgdm0 0.1 0.16 100 0.00 89 0 2 98 4 17, T39N R2E t:O tr:I 9220 16 F-174 borrow pit WSDOT NW Y.NE Y. sec. Ferndale Whatcom sand Qgo, 5 0.1 0.16 IOO 0.00 I 0.20 29 17 r 26, T39N R2E r 9220 16 F-129 borrow pit WSDOT SWY.SWY. sec. Ferndale Whatcom sand Qgdm. 12 0.06 0.10 IOO 0.00 0.00 83 0 0 100 4 z 17, T39N R2E Cl 9220 16 F-032 borrow pit WSDOT NWY.SEY. sec. Ferndale Whatcom sand & Qgo, 20 0.06 0.10 IOO 0.00 1 0.05 55 0 100 28 5 ::i:: 23, T38N R2E gravel ~ 9220 16 F-091 borrow pit WSDOT SWY.NWY. sec. Ferndale Whatcom sand Qgo, 40 O.D35 0.06 100 0.00 3.5 0.09 64 0 5 95 ...... 27, T39N R2E ...... 9220 16 F-054 borrow pit WSDOT NEY.NW\/, sec. Ferndale Whatcom sand Qgo, 27 O.o3 0.05 100 0.00 0 0.00 72 0 0 27, T39N R2E 0 9220 16 F-164 borrow pit WSDOT NWY.SEV, sec. Ferndale Whatcom sand 5 0,02 100 0.00 0.20 0 Qgo, 0.011 I 2 0 23, T39N R2E !:) 9220 16 borrow pit unknown SEY.SW\/, sec. Ferndale Whatcom sand Qgo, c:: 14, T39N R2E 9220 16 F-159 borrow pit WSDOT SWV,SWY. sec. Ferndale Whatcom sand Qa 8 100 I 0.13 47 0 100 100 15 ~ (river bar) 29, T39N R2E :,:, 9220 16 gravel pit Swiecki NWY.SWY. sec. Ferndale Whatcom sand Qgo, 90 0.00 ~ (Van Boven) 15, T39N R2E Cl 9220 15 gravel pit Pottle Const. SWV,NWV, sec. Ferndale Whatcom sand Qgo, r (BHRDCo.) 15, T39N R2E F1 9220 16 Hicks pit E & M Hicks NWV,SEV, sec. Ferndale Whatcom sand Qgo, ~ 21, T39N R2E >r/1 9123 16 Bluebird pit Whatcom Co. NWY.SEY. sec. 9, Kendall Whatcom sand & Qgo, 40 80 5 ::i:: PWD T40N RSE gravel z 9123 15 borrow pit unknown NEY.NW\/, sec. Kendall Whatcom sand & Qa 60 Cl 24, T40N R4E gravel >-l 9123 16 borrow pit forestry use NEY.SEY. sec. Kendall Whatcom sand & Qgo. 0 32, T40N R5E gravel z 9123 16 F-033 borrow pit Whatcom Co. NWY.SWV, sec. Kendall Whatcom sand & Qa 10 O.ol 0.02 100 0.00 0 0.00 14.3 4 96 34 (river bar) PWD 10, T39N RSE gravel N '° \;.) IDENTIFIER LOCATION RESERVES QUALITY 0 Z'...... = ~ .:!! ~ "O ,'.: : "' z s ..= s ..... 0 ... -.. "'... = 'Tl = ... .. ~ ~ "' "' = 0 ... "O ~= ~ ... -= =... =- s ..,s .. = .. ... -= .. "' :,0 c CJ,=- "' .. .5 "' "'... .., ..."' ...= :c -c =... -=.. z= ~ er= ~ = ... " ...... = = ~ ... CJ, ... ~= .. ·:: -; = 00 " ... "' .. "S. "' = = = ·-:,.'. > ·= "O ~ ·= .. :c = ... = ... ".. ·;;;= ...... "'I ·-~ ;;i --3 IOI) ·; = " "' :i: "O" "O "O IOI) ·.:= " A ~ V V ...... ~ E-- ..= ... ..= ...= ... s .. er ... = .. "O .. (.al ...... 0 z z z 'Sil .; ... = ~" C 0 = = ... = ~ ·a " =... =... =... =... "Q "Q Q Q .. = = ·s == = .. < .. ·.:; "O z 0= ... =- "IOI) .. < < < CJ, Legal 7.5-minute Rock ...... "'... .. ·.:... < ...... = ...... "'... .."'... .."'... n c,:, c,:," CJ, CJ,=- CJ, ~ ~ ~ ~ Mine name Operator description quadrangle County type i i =.. =.. i 0 ..l Q " =.. =.. =.. =.. ~ 9123 16 F-046 borrow pit WSDOT NWY,NWY. sec. Kendall Whatcom sand & Qa 20 0.05 0.08 100 0.00 3 0.15 10 0 100 35 5 n (river bar) 2, T39N RSE gravel C: l' 9123 16 F-059 borrow pit WSDOT SWY,SWY. sec. Kendall Whatcom sand & Qa 6 O.o3 0.05 100 0.00 0 0.00 19.8 5 67 28 (river bar) 10, T39N R5E gravel >:,0 9123 16 gravel pit forestry use NWY.NEY. sec. Kendall Whatcom sand & Qgt \0 6, T39N R5E gravel - 9123 15 Hicks pit Melvin G. NWY.SWY. sec. Kendall Whatcom sand & Qa Hicks 5, T40N R5E gravel 9123 15 Jones pit Brad Jones SEY.SEY. sec. 3, Kendall Whatcom sand & Qgo, T40N R4E gravel 9322 16 F-142 borrow pit WSDOT NEY.NEY. sec. Lake Whatcom sand & Qgd 30 0.285 0.46 100 0.00 I 0.03 54 9 57 34 II 29, T37N R4E Whatcom gravel 9322 13 M-168 borrow pit WSDOT NEY.NWY. sec. Lake Skagit sand Qgdm. 20 0.1 0.16 100 0.00 I 0.05 82 0 IOO 92 14 I, T36N R3E Whatcom 9322 16 M-173 borrow pit WSDOT SWY.NWY. sec. Lake Skagit sand & Qgt 6 0.09 0.14 100 0.00 I. 13 0 13 87 32 I, T36N R3E Whatcom gravel 9322 16 F-132 borrow pit WSDOT SEY,SEY, sec. 12, Lake Whatcom sand Qgd 12 0.08 0.13 IOO 0.00 2 0.17 72 0 100 85 6 T37N R3E Whatcom 9322 16 M-104 borrow pit WSDOT SWY.SEY, sec. 5, Lake Skagit sand & Qgom. 9 0.08 0.13 100 0.00 0 0.00 19.l 78 2.71 82 10 90 34 5 T36N R4E Whatcom gravel 9322 16 F-080 borrow pit WSDOT NEY.NEY. sec. Lake Whatcom sand & Qgd 8 0.026 0.04 JOO 0.00 0 0.00 24 29, T37N R4E Whatcom gravel 9322 13 F-087 borrow pit WSDOT NWY.SEY. sec. Lake Whatcom sand & Qgd 15 0.01 0.02 100 0.00 I 0.o7 31 8 61 31 29, T37N R4E Whatcom gravel 9322 16 M-103 borrow pit WSDOT SEY.SEY. sec. 5, Lake Skagit sand & Qgom. 10 0.01 0.02 100 0.00 0 0.00 15 51 34 8 T36N R4E Whatcom gravel 9322 16 M-018 gravel pit WSDOT NEY.SEY. sec. 5, Lake Skagit sand & Qgom. I 16.5 2.67 86 9 91 28 2 T36N R4E Whatcom gravel 9322 16 gravel pit unknown SEY.NEY, sec. 5, Lake Skagit sand & Qgom. T36N R4E Whatcom gravel 9322 16 gravel pit fores try use NEY.SWY. sec. 4, Lake Skagit sand & Qgom. T36N R4E Whatcom gravel 9322 16 gravel pits forestry use SEY.SWY. sec. 3, Lake Skagit sand & Qgt T36N R4E Whatcom gravel 9322 16 F-149 Smallwood pit Betty NWY.SWY. sec. Lake Whatcom sand & Qgd 30 0.01 0.02 60 O.ot I 0.03 15.8 65 2.72 32 3 72 28 6 Smallwood 21, T37N R4E Whatcom gravel 9222 16 F-037 borrow pit WSDOT SWY,SEY. sec. Lawrence Whatcom sand & Qgo, 20 0.05 0.08 100 0.00 2 0.10 69 2 53 45 8 24, T38N RJE gravel 9222 16 F-100 borrow pit WSDOT NEY.SWY. sec. Lawrence Whatcom sand & Qgo. 15 O.D2 0.03 100 0.00 1 0.o7 29.2 74 2 60 38 19, T38N R4E gravel 9222 16 F-145 borrow pit WSDOT SWY.NWY. sec. Lawrence Whatcom sand & Qgo. 0.01 0.02 100 0.00 16.2 2.68 58 7 28, T39N R4E gravel 9222 16 F-108 borrow pit Whatcom Co. SWY.NWY. sec. Lawrence Whatcom sand & Qgo, 20 0.1 0.16 50 0.08 I 0.05 29 73 2.66 89 I 48 51 PWD 24, T39N R3E gravel IDENTIFIER LOCATION RESERVES QUALITY ...... 0 -.. > .. .. ~ .;!! ,:J ....= "' -= 0 : c::, s " ·e .. -; .. -" "'.. ...c::, = .. .. -= ,:J"' .:,j ~ .."' -= Q. -= ~ Q... s s .. = ..= .... "' OS 0= .... -= .5" ;z;= = c = "' .."' ...... "' .: :2" 0 .... " -= er OS "'i;...... ·;; =.. = ~ " .... = .:,j ., r.r.i OS ...... = " OS OS =0 OS ..> ·-~ = ·= ,:J "';;, ·.; ·= :s " "' =.. .. =0 1 ·-~ ;;i ,:J =-.. ,:J .. ... 0 0 ·; = = :2" = = ,:J = l>Jl "'OS .: l>Jl ~ V V a:: a:: cii: ...... OS er ...... ;z; ;z; ;z; "S'Ji" " .... = = .. ,:J i:: siJ " '"'0 0 .: 0= = 0= ·a -= OS " Q Q Q Q -; > ·e ..= -=.. Q. < .. · ,:J ..= ..= ..= ..= < Legal 7.5-minute Rock OS :5 .. .." .. ·.: l>Jl ...... " .. .." < < Q. " "' ...... > < .. =OS ...... " .. ~ ~ ~ ~ Mine name Operator description quadrangle County type ~ ~ =- =- ~ 0 00 ..l Q "' "' =- =- =- =- 9222 16 F-008 borrow pit WSDOT NWY.NE Y. sec. Lawrence Whatcom sand & Qgdm"' 0 "' 100 16 57 27 6, T38N R4E gravel 9222 16 F-058 borrow pit WSDOT NWY,NWY, sec. Lawrence Whatcom sand & Qa 6 0.13 0.21 100 0.00 0 0.00 (river bar) 35, T39N R4E gravel 9222 16 F-013 borrow pit WSDOT NEY.SEY. sec. Lawrence Whatcom sand & Qa 10 0.05 0.08 100 0.00 0 0.00 22.7 3 73 24 (river bar) 28, T39N R4E gravel 9222 16 F-014 borrow pit WSDOT NWY.NEY. sec. Lawrence Whatcom sand & Qa 40 0.015 0.02 100 0.00 2 0.05 30.2 86 2.68 6 67 27 6 (river bar) 28, T39N R4E gravel 9222 16 F-155 borrow pit WSDOT SWY.SEY, sec. Lawrence Whatcom sand & Qa 3 I 0.33 18.7 71 2.7 46 3 76 21 12 (river bar) 17, T39N R4E gravel 9222 16 Carl Post pit Steve Paysee NWY.SWY, sec. Lawrence Whatcom sand & Qgo, 100 0.00 29, T39N R4E gravel 9222 15 F-031 M & E Hicks WSDOT SE'/,SE'/, sec. 24, Lawrence Whatcom sand & Qgo, 25 0.01 O.o2 100 0.00 s 0.20 22 68 2.74 49 0 100 63 1.6 pit T38N R3E gravel ttl tii 9219 16 F-078 Blunt pit WSDOT SEY.NWY. sec. Lummi Bay Whatcom sand & Qgom00 10 0.9 1.44 100 0.00 0.00 11.6 2.66 63 0 84 16 L' 17, T38N RlE gravel L' 1.44. 9219 16 F-101 borrow pit WSDOT NEY.NWY. sec. Lummi Bay Whatcom sand & Qgom00 10 0.9 100 0.00 I 0.10 24.2 89 14 43 43 z 4, T38N RlE gravel C") 92\9 \6 F-102 borrow pit WSDOT SEY,NWY, sec. 4, Lummi Bay Whatcom sand & Qgom •• \0 0.9 1.44 100 0.00 \ 0.10 17.3 83 10 46 44 ::i:: T38N RIE gravel > ~ 9219 16 F-103 borrow pit WSDOT SWY.SWY. sec. Lummi Bay Whatcom sand & Qgom •• 7 0.155 0.25 100 0.00 I 0.14 86 0 37 63 3, T38N RlE gravel 0 9219 16 F-093 borrow pit WSDOT SWY,NEY. sec. Lummi Bay Whatcom sand Qgom00 20 0.1 0.16 100 0.00 1.5 0.08 92 0 27 73 - 0 28, T39N RIE ·o 0 9219 16 F-076 borrow pit WSDOT NEY.SWY, sec. Lummi Bay Whatcom sand & Qgdm0 6 0.04 0.06 100 0.00 2 0.33 10.4 2.69 12 59 29 0 24, T39N RlE gravel /0 9219 16 F-105 borrow pit WSDOT SEY.NWY. sec. Lummi Bay Whatcom sand & Qa 6 0.02 0.03 100 0.00 I 0.17 12.9 2.68 89 0 48 52 C: 12, T38N RlE gravel > 9219 16 F-092 borrow pit WSDOT NWY,NWY, sec. Lummi Bay Whatcom sand Qgo, O.D2 O.o3 100 0.00 t, 36, T39N RIE 9219 16 F-094 borrow pit WSDOT SWY.SWY. sec. Lummi Bay Whatcom sand & Qgom •• 8 O.D2 O.o3 100 0.00 0.25 0.03 97 7 43 50 34, T39N RIE gravel ~C") L' 9219 16 F-104 borrow pit WSDOT NE Y,SW Y. sec. Lummi Bay Whatcom sand & Qgdm 0 6 0.015 0.02 100 0.00 1 0.17 18.6 2.7 92 10 34 56 tii 24, T38N RIE gravel 9124 16 F-007 borrow pit WSDOT NWY.NWY. sec. Lummi Bay Whatcom sand & Qgom •• 100 0 49 51 :;E 3, T38N RIE gravel >r/J 9219 16 gravel pit unknown SWY,NWY, sec. Lummi Bay Whatcom sand & Qgom •• ::i:: 3,T38NR1E gravel z 9219 16 gravel pit unknown NWY.SEY. sec. Lummi Bay Whatcom sand & Qgom •• C") 28, T39N RIE gravel >-l 0 9319 16 gravel pit unknown SWY.NEY. sec. 9, Lummi Whatcom sand & Qgom •• T37N R\E Island gravel z 9319 16 gravel pit unknown SWY.NE Y. sec. Lummi Whatcom sand & Qgom •• 15, T37N RIE Island gravel -w \;J IDENTIFIER LOCATION RESERVES QUALITY N Z' ,:; .. ..> .. .. ~ .2: ..Q "C ....= "' Q "' z e ·e .. .."' "' = 'T1 .. ..Q -"" ...... "" .. ..Q = "C"' "" .."' ..Q 0 = =- .. e .. --== ~ ..Q ,:; ..= >. =- e >. "' ... Q= "" ..Q .... = "' >. "' :2"" Q "" = z C' ... i;.. "' ...... ; c =.. ·- "" ~ = .... "' = .... = .. i ·;: -; ·-= ~ r,i .. ... Q ~ .... = ...... --= "" ..."" "S.. "' Q ... > > ·= "C "':;;i ·;; ·= :c "' ..= .. ·;;= = .... I ·-~ ;5 --l "" Q Q .. ·; = :2 = "C "C.. = "C t,J) ; t,J) A ~ V V ~ E- = .... = ...... C' ...... = '6',i"" "" ...... "C i;,J 5 = ..Q z z z ;:; ..Q = C 0 Q Q Q = = ·s. ... "" Q Q Q Q > = = =...... ·.:; "C =.. ="' ="' ="' z ... ·e :5 =- < t,J) < < < Legal 7.5-minute Rock =...... "" ..> ·.: < ...... = .."" .."" .."" .."" (") :3: :3: :3: ; Miue name Operator description quadrangle County type ii ii .. .. ii 0 en ..l Q =- ...... =- =- "' "' =- =- =- =- ~ 9424 16 M-149 borrow pit WSDOT SEV..NWY, sec. Lyman Skagit sand Qa"' 17"' 0.07 O.l l 100 0.00 I 0.06 92 0 0 82 5 (") 13, T35N R5E C r< 9424 16 borrow pit unknown SW'!iNEV.. sec. Lyman Skagit sand & Qgom0 ? 10, T35N R6E gravel >::., 9424 16 borrow pit forestry use NEV..SWV.. sec. Lyman Skagit sand & Qgo. l,C) 18, T36N R6E gravel 9424 16 borrow pit forestry use NEY,NEV.. sec. Lyman Skagit colluvium Qgo. 32, T36N R6E 9422 16 M-072 borrow pit WSDOT SEY,NEV.. sec. Lyman Skagit sand & Qa 8 0.08 0.13 100 0.00 0 0.00 20.7 0 64 36 3 (river bar) 23, T35N R5E gravel 9424 16 F-045 borrow pit WSDOT SEV..SEV.. sec. 4, Lynden Whatcom sand Qgo, 25 0.2 0.32 100 0.00 2 0.08 l 49 50 2 T39N R3E 9424 16 F-055 borrow pit WSDOT SEY.SEY. sec. 24, Lynden Whatcom sand & Qgo, 10 0.15 0.24 100 0.00 0.00 0 40 60 T40N R2E gravel 9424 16 F-184 borrow pit WSDOT SEY.SEY. sec. 2, Lynden Whatcom sand & Qgo, 30 O.l 0.16 100 0.00 0.00 17.5 53 2.63 93 100 T39N R3E gravel 9424 16 F-047 borrow pit WSDOT SEV.. SWV.. sec. Lynden Whatcom sand & Qgo, 17 O.l 0.16 100 0.00 0.00 0 100 65 l 24, T40N R2E gravel 9424 16 F-130 borrow pit WSDOT SWY,SWV.. sec. Lynden Whatcom sand & Qgo, 10 0.05 0.08 100 0.00 l 0.10 42 2.66 71 0 58 42 10 2, T39N R3E gravel 9424 16 F-035 borrow pit WSDOT NEV.NEV. sec. Lynden Whatcom sand & Qgo, 15 0.015 o.oz 100 0.00 0.00 2.68 0 48 52 15, T40N R3E gravel 9424 16 F-052 borrow pit WSDOT NEY,NEV.. sec. 2, Lynden Whatcom sand & Qgo, 10 0.01 l 0.02 lOO 0.00 0 0.00 0 65 35 T39N R3E gravel 9424 16 F-048 borrow pit WSDOT NWV..NWV..sec. Lynden Whatcom sand & Qa 10 O.ot 0.02 100 0.00 0.00 16.2 2.69 31, T40N R3E gravel 9424 16 F-186 borrow pit WSDOT SEY,SEV.. sec. 2, Lynden Whatcom sand & Qgo, 0.002 0.00 100 0.00 l 7.4 32 2.7 48 92 27 25.5 T39N R3E gravel 9424 16 F-l 16 borrow pit WSDOT NEY,NEY, sec. Lynden Whatcom sand & Qa 0.001 0.00 100 0.00 l l .4 2.65 0.3 36, T40N R2E gravel 9424 16 F-050 borrow pit Whatcom Co. NWV..NEV.. sec. Lynden Whatcom sand & Qgo, 12 0.01 o.oz 50 0.01 l 0.08 PWD 2, T39N R3E gravel 9424 13 F-143 borrow pit WSDOT WY,NEY, sec. 2, Lynden Whatcom sand & Qgo, 10 l 0.10 89 2 41 57 2 T40N R3E gravel 9424 15 F-202 borrow pit Polder SEV..SWY, sec. 3, Lynden Whatcom sand & Qgo, 16 52 2.67 Enterprises T39N R3E gravel 9424 15 F-044 gravel pit WSDOT NWV..NEY, sec. Lynden Whatcom sand & Qgo, 0.11 0.18 100 0.00 ll,T39NR3E gravel 9424 16 gravel pit Christofferson, SWV.SWY, sec. Lynden Whatcom sand & Qgo, 100 0.00 James, & Teri 3, T39N R3E gravel 9424 16 gravel pit unknown SEY,SEV.. sec. 36, Lynden Whatcom sand & Qgo, T39N R2E gravel 9424 16 gravel pit unknown SE V.NWV. sec. 2, Lynden Whatcom sand & Qgo, T39N R3E gravel IDENTIFIER LOCATION RESERVES QUALITY ~...... = ~ -~ .c 'C ...= ,-, "' 0 "' ~ '5 .. 0 .."' " .."' ~ = " .. .c .c 'C"' " "' .c: = .. .. ~= ~ .c:.. "' ..= =- =- ... "' .. 0= .5" .c: z= c rJl = "'= "'.. ..." .."' ·.: :a" 0 a " ="=' = ;:: ...... ·;:: -;=.. ·~= ~ " {11 'i: ... rJl .. ~= 0 ~ ·~= " ... :E" " -a. "' = 0 I ;;i 'C "" = "' ..= .." = .. ·;.. "' ::::; 'C .. 'C ; CJ) = " "' = :a" =0 " 'C = CJ) "' " "'A ::::; V V ~ E-- ... = ...... "=' ...... '6',i" " ... = .c.." 'C t:: 1-l z z z 0 0 .: =0 =0 =0 .c= ·a " " "Q Q" Q Q .. 'is ..= .. < ·.; 'C ..= ..= ..= ..= 0 ... =- ..CJ)" < < < rJl Legal 7.5-minnte Rock .. .." .. .." .. ·;::... < "' = .." .." .." .." (.!I (.!I ~ ~ rJl ..l Q =- ~ ~ ~ ~ ~ ~ ~ ~ Mine name Operator description quadrangle Connty type i i i 0 "' "' "'" 9424 16 Northwood Whatcom Co. NEY.NEY.sec. Lynden Whatcom sand & Qgo. 100 0.00 pit PWD 15, T40N R3E gravel 9424 16 F-171 sand pit WSDOT SWY,NWY. sec. Lynden Whatcom sand Qgo. 0.01 O.o2 100 0.00 I 6 8, T39N R3E 9424 15 sand pit John H. Van SEY,NWY. sec. Lynden Whatcom sand Qgo. Boven to, T39N R3E 9124 16 F-017 borrow pit WSDOT SEY,SEY, sec. 19, Maple Whatcom sand & Qgo. 100 0.00 T40N R6E Falls gravel 9124 16 borrow pit unknown SEY.SEY, sec. 2, Maple Whatcom sand & Qgo. T39N R5E Falls gravel 9124 16 borrow pit unknown NEY.NWY. sec. Maple Whatcom sand & Qoa I, T39N R5E Falls gravel 9124 16 F-056 borrow pit WSDOT NWY,SW'/, sec. Maple Whatcom sand & Qa 6 0.o75 0.12 100 0.00 0 0.00 20.6 7 53 40 (river bar) 28, T40N R6E Falls gravel mt:o 9124 16 F-021 borrow pit WSDOT SWY.SE Y. sec. Maple Whatcom sand & Qa 100 0.00 r' (river bar) 29, T40N R6E Falls gravel r< 9124 15 F-018 Kendall pit Ferndale SWY.NEY, sec. Maple Whatcom sand & Qgo. 20 1.25 2.00 0 2.00 I 0.05 16.7 56 2.67 69 3 97 50 5 z Ready Mix & 35, T40N R5E Falls gravel a Gravel Inc. ::i:: > 9124 16 Silver Lake Whatcom Co. NWY.SEY. sec. 6, Maple Whatcom sand & Qgo. 100 S;:: pit PWD T40N R6E Falls gravel 9124 15 Warner pit Wilfred G. NEY,NEY. sec. I, Maple Whatcom sand & Qgo. 60 Warner T40N R5E Falls gravel -0 0 9318 16 SJ-022 borrow pit WSDOT SWY.NEY. sec. Mount San Juan sand & Qgd 30 0.2 0.32 100 0.00 I O.o3 14.7 2.78 77 I 99 58 3 0 36, T37N RlW Constitution gravel 0 0 SJ-007 WSDOT SWY,SWY, sec. Mount San Juan sand & Qgd? 12 0.017 0.03 100 0.00 10 0.83 13. l 0 48 52 6 9318 16 borrow pit ,0 30, T37N RIW Constitution gravel C 9318 16 SJ-025 borrow pit WSDOT NEY.SEY, sec. 3, Mount San Juan sand & Qgd 6 0.005 0.01 100 0.00 2 0.33 90 0 100 60 3 > T36NRIW Constitution gravel t:l 9318 16 SJ-028 borrow pit Rosario Inc. SWY.NWY. sec. Mount San Juan sand & Qgd? 15 0.01 O.o2 100 0.00 2 0.13 91 0 100 86 4 ~ 4, T36N RIW Constitution gravel ~ 9423 16 M-248 borrow pit WSDOT SWY,SWY, sec. Sedro- Skagit sand & Qgom. 30 0.15 0.24 100 0.00 5 0.17 14 2.66 73 0 100 56 4 a 24, T36N R4E Woolley N gravel r' ~t:Ii 9423 16 M-126 borrow pit WSDOT SEY,SEY. sec. 24, Sedro- Skagit sand & Qgom. 16 0.1 0.16 100 0.00 1.5 0.09 21.9 2.69 82 I 99 54 5 T36N R4E Woolley N gravel ~ 9423 13 M-247 borrow pit WSDOT NWY.SE Y. sec. Sedro- Skagit sand & Qvlk 40 0.1 0.16 100 0.00 8 0.20 65 2.69 51 100 55 7 >VJ 19, T35N R5E Woolley N gravel ::i:: 9423 16 M-241 borrow pit WSDOT NEY.SWY. sec. Sedro- Skagit sand & Qgom. 15 0.05 0.08 100 0.00 0.00 2.67 89 I 99 28 1.3 z 36, T36N R4E Woolley N gravel a 9423 16 M-148 borrow pit WSDOT SWY.NWY. sec. Sedro- Skagit sand & Qgdm. 12 0.043 0.07 100 0.00 I 0.08 98 I 99 51 I >-3 18, T35N R5E WoolleyN gravel 0 9423 16 M-151 borrow pit WSDOT SEY.SWY. sec. Sedro- Skagit sand & Qaf 0.033 0.05 100 0.00 I 13 87 52 4 z 11, T35N R5E WoolleyN gravel w w w IDENTIFIER LOCATION RESERVES QUALITY .i,. .... c:i -"' >"' .. = ~ ·;;"' .::,"' "O"' .... z 5 .. "' = 'Tj = e -"' "' M "' .. .::,"' =.::, "' "' "' "' = 0 = Q. "O .:0:= ?n "' -= = "' "'Q. 5 ~ "' c:i 5 >, "' .. = -= "' ;z "' ~ 00 "' >,.. "' "' "' -= C' = "' .:= :E ~ = ·= = ...... = .... ="' .."' .... .:= ·::: -;="' ~ ="' 00 ~ 00 .... .:0: "' C."' .. = ·-~ N > .. "' :E .."' "' = = .. > I :,:'. ..., ·= "O ~ ·= "' .. M ·- ;;i "' = = .. :,:'. "O "O"' ·; = "' = :E "O"' .... ~ ·="' ....= ~ A V V i:i:: i:i:: ~ .... = ....= ...... = ...... C' ...... ;z ;z ;z "6ii"' "' ...."' = .. "O la;l 5 0'"' .: = = = = .::,= ·a .::, i;:::"' = = = Q Q Q Q = > = = ·e "' = .. Q. < .. ·;:; "O "' "' "' "' z < < < 00 Legal 7.5-minute Rock .. .. "' ·;: ~ "' .."' ="' "' = .. .. "'> < "'Q. =...... n Mine name Operator description quadrangle County type c:.,"' c:., Q."' Q."' 0 ..l Q"' 00 00 Q."' Q."' Q."' Q."' ~ ~ ~ ~ ~ ~ ~ cri ~ 9423 16 M-158 borrow pit WSDOT SWY,NEY, sec. Sedro- · Skagit sand & Qgom. 20 0.03 0.05 100 0.00 2 0.10 73 0 100 78 4 n 13, T35N R4E Woolley N gravel C I:""' 9423 16 M-138 borrow pit WSDOT NEY.SWY, sec. Sedro- Skagit sand & Qgom. 20 1.5 0.08 47 0 100 74 11 13, T35N R4E Woolley N gravel :;.,> 9423 16 M-139 borrow pit WSDOT NE Y.SWY. sec. Sedro- Skagit clay Qgom. 98 13, T35N R4E WoolleyN '° 9423 13 M-005 borrow pit WSDOT NEY.NEY, sec. Sedro- Skagit sand & Qvlk 19, T35N R5E Woolley N gravel 9423 16 gravel pit unknown NEY.NEY. sec. Sedro- Skagit sand & Qgom. 24, T36N R4E Woolley N gravel 9423 16 gravel pit unknown SWY.NWY. sec. Sedro- Skagit sand & Qgom. 25, T36N R4E WoolleyN gravel 9423 16 gravel pit unknown SEY,NEY. sec. Sedro- Skagit sand & Qgom. 25, T36N R4E WoolleyN gravel 9423 16 gravel pit unknown NW1,1 PART 1, SURFICIAL MAP UNITS of Quaternary glacial deposits are unreconcilable. This Qa Alluvium (Holocene)-Well-sorted and stratified unit includes 39 sites, which are mostly inconsequen cobbly gravel, gravel, sandy gravel, gravelly sand, tial borrow pits. One permitted property, the Boxeur sand, silty sand, silt, clay, and peat. Clasts are rounded pit, is developed in this unit on Orcas Island. to subrounded and consist of metamorphic, sedimen Qgoes Glacial outwash, Sumas Stade and (or) Everson tary, and igneous rocks derived from sources in the Interstade (Pleistocene)-Glacial outwash deposits drainage basin of a particular river or stream and for of either Sumas Stade and ( or) Everson lnterstade eign material derived from reworked glacial deposits. (units Qgo5 and Qgoe respectively). This symbol is Color is dependent on lithology and oxidation state but used where no distinction can be made between these is generally some combination of gray and brown. units. See the descriptions of units Qgo5 and Qgoe be Thicknesses range from a few meters to locally over low for details of the deposits. This unit hosts two in 85 m. Deposits generally occur in stream and river significant mines in the Acme 7 .5-minute quadrangle. channels, modern deltas, and modern flood plains. Qgo Glacial outwash, Sumas Stade (Pleistocene) River bars in this unit were previously 'scalped', al 5 Loose, moderately to well-sorted gravel with local though this practice has been curtailed. boulders, sandy gravel, minor gravelly medium to Generally, alluvium in the Bellingham quadrangle coarse sand, and rare sand to silt. Clasts are generally is much finer grained, richer in organic material, and subrounded to rounded and derived from the Coast contains fewer durable pebbles and cobbles than gla Plutonic Complex in British Columbia and nearby cial outwash. Rock quality is highly variable: LA sources. Bedding is massive to well stratified; strati Abrasion, 10-35.6 (avg. 19.2); Degradation, 55-86 fied sections are generally planar with bedding thick (avg. 74.5). ness ranging from a few centimeters to a few meters, Qb Beach deposits (Holocene)-Moderately to well depending on clast size; beds are rarely cross-strati sorted coarse sand and gravel and, locally, sand, silt, fied. Color is brown to gray, depending on oxidation and clay in tidal-flat deposits. Bedding is planar and state. Thickness is highly variable across the Belling channel cross-stratified and locally massive; locally ham quadrangle, ranging from 3 to 280 m, and is thick includes very well sorted eolian back-beach sand est in the Columbia Valley east of Sumas Mountain. dunes. Clasts are generally well rounded and some Sumas outwash is common in the Columbia Valley, times crudely polished by wave action and mostly de Whatcom basin, and the Sumas and Samish River rived from reworked glacial deposits. Color is depend areas. ent upon dominant clast lithology. Thickness is highly This unit is the most important source of sand and variable but generally greater than 2.5 m. There is one gravel in the Bellingham quadrangle, hosting 149 mine in the Blakely Island 7.5-minute quadrangle. mines (including 57 significant permitted properties). This unit is not a significant source of sand and gravel. Rock quality is commonly high: LA Abrasion, 11- Qoa Older alluvium (Holocene)-Well-sorted and strati 29 .2 (avg. 18.1); Degradation, 32-91 (avg. 61). fied cobbles, sand, silt, and lesser clay. Clasts are gen Qgom5 Marine deltaic outwash, Sumas Stade (Pleisto erally rounded to subrounded and consist of metamor cene )-Loose, moderately to well-sorted cobbly grav phic, sedimentary, and igneous rocks derived from lo el with local boulders and mixtures of sand and gravel cal sources such as bedrock and reworking of glacial with lesser silt and clay layers. Clasts are generally deposits. Color is brown to gray, depending on oxida subrounded to rounded and derived from the Coast tion state and composition. Thickness of the deposits is Plutonic Complex of British Columbia and local poorly constrained, however some exposures are at sources, including, but not limited to, andesite from least 15 m thick, based on the height of erosional river Mount Baker and dunite of probable Twin Sisters ori terraces. Exposures of unit Qoa in the Bellingham gin. Color is some combination of brown and gray, de quadrangle generally flank modern alluvial flood pending on oxidation state. Thickness is 7 to 25 m. The plains of the Skagit River and the south, middle, and unit is commonly thickly to thinly bedded and rarely north forks of the Nooksack River. Locally contains nonbedded; large foreset beds (3-18 m high) are com reworked volcanic mudflow deposits (unit Qvlk)- This mon. Topset beds are generally subhorizontal and con unit hosts one insignificant mine in the Maple Falls sist of gravels with interbeds of sand and silt. An out 7.5-minute quadrangle. wash channel of the Sumas Stade is incised into up Qgd Glacial deposits, undifferentiated (Pleistocene) lifted marine terraces near Butler Hill (Easterbrook, 1979, 1992). Exposures of unit Qgom , important May include any and all glacial deposits described be 5 sources of gravel, are present only in the Butler Hill low. Unit symbol Qgd is used where detailed field and map data are lacking and (or) differing interpretations and Butler Flat areas in the southern part of the Bel lingham quadrangle. The six mines that produce grav- * Modified from Lapen, 2000. 35 36 INFORMATION CIRCULAR 91 el in this area have average Los Angeles Abrasion and drift (unit Qgdm8 ). The unit unconformably overlies Degradation values of 18 and 65, respectively. older deposits and usually lies beneath or grades up ward into eolian deposits. It also occurs as topographic Qgo Glacial outwash, Everson Interstade (Pleistocene) 8 benches interpreted as wave-cut terraces (strandlines ). Loose, moderately to well-sorted cobbly gravel, grav Color is variable and depends on lithologic content elly sand, sandy gravel, sand, and rare silt. Clasts are and local iron-oxide staining. Thickness is from less angular to subrounded. Bedding is planar in fine than 1 to 7.5 m. grained sediments and commonly trough cross-bedded Outcrops occur near Blaine, Ferndale, and Lake in coarser deposits. Foreset beds are locally present. Terrell, on Lummi Island and Bay View Ridge, and in Subhorizontal bedding is commonly crudely devel the Butler Hill area. The unit contains 34 mines, in oped and defined by meter-thick, laterally extensive cluding 13 permitted properties in the Blaine-Lummi vertical variations in clast size. Pebble imbrication is Bay area. Rock quality is good: LA Abrasion, 7-24.9 common. The unit is terrestrial in origin. Clasts were (avg. 15.8); Degradation, 66-80 (avg. 75.3). mostly derived from local and distant sources to the north and east of the Bellingham quadrangle. Granitic Qgdm8 Glaciomarine drift, Everson Interstade (Pleisto and yellow quartzite clasts are the strongest evidence cene)-Moderately to poorly indurated, moderately to for a British Columbia source. Color is typically some unsorted diamicton with lenses and discontinuous combination of olive-gray, gray, and brown, depend beds of moderately to well-sorted gravel, sand, silt, ing on lithologic content and oxidation state. Thick~ and clay. Dropstone content is variable; they are com ness ranges from less than a meter to perhaps as much monly polished, striated, and ( or) faceted. A fluvial in as 100 m near Lyman Pass. terbed occurs in the Deming area and within bluffs Outcrops are common throughout the Bellingham near Bellingham Bay. Bedding is massive to poorly quadrangle from 125 m to greater than 200 m eleva stratified (planar beds) in marine sediments and lo tion. Most smaller exposures flank the sides of moun cally cross-bedded in sandy interbeds. The unit varies tains-the result of subglacial meltwater. Large de from nonfossiliferous to highly fossiliferous and is lo posits are present in the Lyman 7.5-minute quadrangle cally phyllite and vein-quartz rich. It is derived from as terraces flanking major drainages. The unit hosts local sources as well as the Coast Plutonic Complex of eight mines, including two permitted properties, in the British Columbia. Color is gray to blue-gray to olive area between Lyman and Maple Falls. gray to brown, depending upon oxidation state. Thick ness ranges from a few meters to as much as 90 m. Qgom Marine outwash, Everson Interstade (Pleistocene) 8 Exposures are pervasive, especially in Whatcom Loose, moderately to well-sorted, subangular to sub basin and the Skagit River area, and only occur at or rounded gravelly sand, sandy gravel, and sand with below about 200 to 240 m elevation, the marine limit minor interbeds of silt and silty sand. Clasts are suban during Everson time. Complex facies relationships ex gular to rounded and locally angular. Bedding is well ist in this unit, and there is still considerable debate re developed on a scale of centimeters to meters and is lated to the mode of deposition (for example, ice calv rarely massive. Unit Qgom commonly forms high 8 ing at a retreating ice terminus vs. deposition from amplitude foreset beds and trough cross-bedding, floating berg or shelf ice). The unit hosts 13 insignifi which are indicative of deltaic deposition. These beds cant borrow pits in the Blaine-Ferndale area. Rock are usually tens of meters high, dip 15 to 40 degrees, quality is good: LA Abrasion, 10.4-21 (avg. 16.3); and are overlain by 1 to 2 m thick subhorizontal topset Degradation, 74. beds. Distal marine outwash deposits are generally thinly plane-laminated and rarely rhythmically bed Qga Advance outwash, Vashon Stade (Pleistocene) ded. Clasts were derived from local and distant Moderately indurated, moderately to well-sorted sandy sources, and clasts and sand are locally phyllite and gravel, pebbly sand, medium to coarse sand, silt, and vein-quartz rich. Color is brown to gray, depending on clay. This unit forms an overall upward-coarsening se oxidation state and lithologic content. Thickness is quence from silts and clays at the base to coarse sand from less than 1 m to 70 m. and gravel near the top. It is generally thickly to thinly Outcrops are common within the Bow, Alger, bedded with subhorizontal stratification; trough cross Sedro-Woolley North, and Lyman 7.5-minute quad bedding and cut-and-fill structures are common. Silt rangles, especially flanking the Skagit River valley. and clay layers are commonly planar-bedded and lo This unit hosts 22 mines, including 5 significant per cally contain dropstones and soft-sediment deforma mitted properties, mostly in the Sedro-Woolley North tional features. Local foreset bedding in sand and grav and Lake Whatcom 7 .5-minute quadrangles. Rock el suggests deposition into standing water (proglacial quality is generally good: LA Abrasion, 14.4-21.9 lakes?). Color is gray to pale yellowish brown, de (avg. 18.3); Degradation, 14-78 (avg. 43.7). pending on lithologic content and oxidation state. Thickness is variable from a few meters to possibly as Qgom Emergence (paleobeach) deposits, Everson Inter 88 much as 80 m. Exposures are uncommon in the Bel stade (Pleistocene)-Loose, moderately to well lingham quadrangle, though many outcrops are pres sorted gravel and sand and local boulders and fine to ent in the South Fork Nooksack River and Skagit River medium sand. Clasts are subrounded to rounded. valleys. This unit hosts three insignificant borrow pits Bedding is massive, laminated, or cross-stratified and in the Shaw Island 7.5-minute quadrangle. locally fills channels cut into underlying deposits. De posits are typically reworked Everson glaciomarine BELLINGHAM 1:100,000 QUADRANGLE, WASHINGTON 37 PART 2. BEDROCK MAP UNITS sandstone are locally polymictic. Sandstone and mud Tertiary Rocks stone are commonly interbedded or gradational into each other. Sandstone is commonly thin bedded Ultramafic rocks of the Fidalgo ophiolite (Juras (<7 cm) or massive and moderately to well sorted. sic)-Serpentinite and harzburgite with lesser dunite Color on fresh surfaces ranges from light to dark and olivine chromitite layers. Cross-cutting veins of greenish gray for sandstones to dark gray to black for pyroxenite occur throughout the ultramafic body. mudstone, and weathered surfaces are commonly light Color ranges from near black in serpentinized areas to brown. The unit occurs on Lummi, Eliza, Jack, Cy a golden dun color in serpentinized harzburgite; py press, Blakely, Orcas, Obstruction, Peapod, and Fidal roxenite veins are golden brown with emerald green go Islands. This unit hosts two mines, including the spots (diopside). This unit hosts one mine, used for permitted Ace Rock quarry on Lummi Island. Rock crushed road surfacing by the WSDOT, in the Cypress quality is highly variable because of heterogeneous li Island 7 .5-minute quadrangle. thology. Darrington Phyllite (Jurassic)-Graphitic phyllite Twin Sisters Dunite (pre-Tertiary)-An ultramafic and quartzose graphitic phyllite with lesser calcareous mass that contains the largest olivine reserves in the phyllite and rare mica schist and metachert. Phyllite U.S. Dunite (80-90%) with lesser serpentinite and and semischist are commonly interlayered on a scale harzburgite. Dunite is green to light olive-green on un of centimeters to hundreds of meters. Phyllite is dark weathered surfaces and dun to orange-brown on to silvery gray; mica schist is light to medium gray, weathered surfaces; serpentinites are usually dark gray-green, and light olive-green; metachert is olive green to black. The Twin Sisters Dunite is a large green. Outcrops are common and extensive. Devel (6 km wide, 16 km long) alpine-type ultramafic body oped in 14 sites, mostly insignificant forestry borrow representing upper-mantle material and is exposed pits, but there are two small permitted properties in the across the boundary between the Bellingham quadran southeast part of the Bellingham quadrangle. Rock gle and the Mount Baker 1: 100,000-scale quadrangle quality is variable: LA Abrasion, 18-25.3 (avg. 21.6); to the east. Dunite from the Twin Sisters is mined for Degradation, 12-52 (avg. 32). refractory purposes, but this rock could be an impor Jhmc, Heterogeneous metamorphic rocks and metavol tant source of construction aggregate in the future. Jmv canic rocks (Jurassic)-Metabasalt, meta-argillite, PDvse East Sound Group (Permian to Devonian)-Vol and metasandstone with lesser metachert, metatuff, canic breccia, volcanic sandstone and siltstone, pebble and serpentinite. Metabasalt is commonly light olive and cobble conglomerate, tuff, and minor basaltic to green to dark green on fresh surfaces and light brown dacitic flows and hypabyssal rocks with lesser fossilif ish gray-green on weathered surfaces. Meta-argillite erous limestone. Bedding in elastic rocks ranges from and metasandstone are commonly dark to medium massive (typically volcanic breccia) to very well bed gray, chert varies from reddish orange to green or ded. Color of the volcanic rock ranges from various black, tuff is pale green to orangish yellow, and ser shades of green to less commonly gray, tan, and red; pentinite is dark green to black. Outcrops occur on fine-grained siliceous tuff and argillite are commonly Butler and Sterling Hills and smaller hillocks in the dark gray to black; and limestone is commonly some nearby area. This unit produces bedrock of unknown shade of gray. Outcrops occur on Orcas Island, and the quality from two quarries in the Alger area. type locality is near the community of East Sound. Ten Shuksan Greenschist (Jurassic)-Metabasaltic green sites include quarries and prospects developed during schist, metagabbro, and intermediate arc-related meta the early 1900s. Rock quality is variable: LA Abra volcanic rocks. Greenschist is moderately to well foli sion, 10-32.5; Degradation, 10-60. ated and generally fine to medium grained and locally Orcas Chert of Vance (1975) (Jurassic to Trias phyllitic. Color on a fresh surface is always some sic)-Ribbon chert with lesser pillow basalt, mafic shade of green and ranges from silvery greenish gray tuff, limestone, and mudstone. Chert is light blue-gray to dark olive-green and rarely blue-green. Weathered to black (locally red), basalt and tuffs are green, lime surfaces generally have a brown to light gray or stone is gray to light pinkish gray, and muds tone is creamy color. Most mapped outcrops occur in the commonly black. Outcrops occur mainly on Orcas and Acme, Bow, Alger, Sedro-Woolley North, and Lyman Shaw Islands. This unit hosts ten mines on Orcas Is 7.5-minute quadrangles. This unit hosts three mines land, including two permitted sites. Rock quality is fair in Skagit County, including one permitted property. to unacceptable: LA Abrasion, 29.5-34; Degradation, Rock quality is marginal. 9-24. Kjmm 1 Lummi Formation (Cretaceous to Jurassic)-Meta Chilliwack Group (Permian to Devonian)-Three major rock morphosed, variably sorted pebble conglomerate, types are included: metavolcanic rocks, metasedimentary rocks, sandstone, and mudstone. Bedding ranges from mas and marble. sive to well bedded; bedding structures include graded beds, parallel lamination, climbing ripples, sole PDmvc Metavolcanic rocks-Metamorphosed basic to felsic marks, and local flame structures. Metamorphic folia flows, tuffs, and volcaniclastic rock. Flows are com tion, defined by aligned minerals and flattened clasts, monly massive to weakly foliated; tuffs and volcani is variably developed and commonly subparallel to clastic rocks are variably foliated and lineated. Volca bedding. Lithologies are commonly highly indurated niclastic rock, predominantly volcanic breccia, is gen and locally veined. Pebble conglomerate and coarse erally massive and consists of angular to subrounded volcanic clasts (<1--40 cm in diameter) in a finer- 38 INFORMATION CIRCULAR 91 grained matrix of similar material. Tuff is typically PDmbc Limestone and marble-Fossiliferous limestone and fine grained and appears similar to massive flows. marble with rare chert. Bedding is commonly massive Color ranges from light gray-green (felsic) to dark but locally poorly developed, averaging 20 to 30 cm green (mafic) on fresh surfaces and commonly weath thick. Outcrops occur as small (few meters thick) pods ers to gray, tannish gray, and brown. Outcrops occur to large, cliff-forming exposures (-100 m thick), mostly on Red and Black Mountains. This unit hosts two though most are discontinuous along strike. The unit is mines in the Lawrence and Deming 7.5-minute quadran commonly interbedded with elastic and volcanic rock. gles, including the significant Goodwin quarry near Color ranges from light to dark gray, light to dark blu Lawrence. ish gray, and light to dark brownish gray. Outcrops oc cur on Sumas, Red, and Black Mountains. This unit PDmsc Metasedimentary rocks-Metamorphosed, variably hosts four mines in the Maple Falls 7.5-minute quad sorted volcanic sandstone, sandstone, siltstone, argil rangle, including several historically important per lite, and tuff with lesser conglomerate and chert. mitted properties and the Kendall quarry, which has Graded beds, scour structures, planar laminations, and large reserves. LA Abrasion is good, 17.3. ripple structures are typical. The color of tuff and vol canic sandstones is light to dark green-gray on fresh surfaces and brown to grayish tan on weathered sur faces, argillite is dark greenish gray to black, conglom erates are medium to dark gray, and chert is greenish white to black. Outcrops occur on Sumas, Red, and Black Mountains and just west of Twin Sisters Moun tain. This unit hosts five mines, including the signifi cant permitted Clauson quarry, in the Maple Falls area. Rock quality is fair: LA Abrasion, 16.1; Degradation, 36. Appendix 4. Summaries of selected water well logs in the Bellingham quadrangle Logs of water wells were obtained from the Washington Department of Ecology, Bellevue, WA. The WADNR unique number, quadrangle code, and data type code are used to link data from Ap pendix 4 with the GIS coverages used to build Plate 1. Some columns are blank in order to preserve the data structure used in other DNR aggregate reports.>, indicates minimum thickness of overburden Z'.. Z'...... i: ,; .. .. = .. .,,.. -.. ,;- ,; "N -= -"' ,; "' "' <.; e ... .."' "' .. $.. .,, $ " "' .. "' = "' ,; "" = ..0...... = .."' ...= ...... 5= ~ .. ... = ...... = ii:: .. .. e-g ~ -= :a ...... :s ...... = ... -= -.. .S'= .;, ... .. e .,,"" ~ :a .,, C. .. .. - -= :a .,, ;§ "0. .,,.. -= = r--... .,,- = .. ·= .. .. E .. = ·;:: .. .,, "ii- .. ""ii- -= "ii ;; 0. e ...= .. -=,_ > .. > i:i:: i:i:: r i:i:: "ii = ...... > ,_.. .. ,_ E ...... z z .. z ii:: ..> " = ..,_ $ " ! ,_ Q Q ,6 Q j,;l = ;;= -=.. = .. ·=- Z' .. -= Z' .,, ~ "S" .. .. .,, .,, .,, " < <" < 0 =.. .. > ·- ...... =- .. "ii .. Q Q = N= =.i: ~ ~ [; ~ " ~ Original well owner Well address Well location County O' 0 "' -"' "'- "' o::::- ~ =i 1180001 118 ti P. Wenig SW'l,NE'I, sec. 11, T39N RIW Whatcom Qgomee"' 89 21 -10 85 120 N 1 1180002 118 11 Robert Wanless SE'l,SW /, sec. 1, T39N RIW Whatcom Qgo, 108 12 10 120 N 1180003 118 11 Mr. Colacurcio SE'l,NEY. sec. 21, T40N RIW Whatcom Qgomee 30 31 74 61 135 N 1180004 118 II Birch Bay View Inc. NE'l,NWY. sec. 23, T40N RIW Whatcom Qgom•• > 41 36 30 77 N 1190004 119 11 Jay Lancaster SE 1!.SEY. sec. 11, T39N RIE Whatcom Qgdme 176 96 3 55 30 4 271 480 N 1190005 119 11 William Rush Brown Road SEY.NW'!. sec. 12, T39N RIE Whatcom Qgdme > 110 75 35 30 212 250 N 1190008 119 11 Pleasant Valley Water Assn. SWY.NWY. sec. 9, T39N RIE Whatcom Qgdme > 138 21 119 159 N 1190010 119 11 Utah International Inc. SW'l,NW'I, sec. 5, T39N RI E Whatcom Qgdme 103 32 28 34 413 610 N 1190011 119 11 Utah International Inc. NWY.NWY. sec. 4, T39N RI E Whatcom Qgdme 420 420 N 1 to 1190013 119 11 G. N. Stewart 7472 Valley View Road SW'l,SW /, sec. 35, T40N RlE Whatcom Qgdme > 42 6 5 48 N tTl 1190016 119 II Utah International Inc. NEY.NWY. sec. 34, T40N RIE Whatcom Qgo, 178 8 113 299 N t""' 1190017 119 II Utah International Inc. NEY.NW'!, sec. 28, T40N RIE Whatcom Qgo, 472 472 N t""' 1190020 119 11 Heinz Whichmann 2874 Birch Bay-Lynden Road SW'l,SW'/, sec. 24, T40N RI E Whatcom Qgo, > 2 33 15 35 N z 1190021 119 II Doug Marsh 8439 Custer School Road SEY.NEY. sec. 23, T40N RIE Whatcom Qgo, 3 25 5 28 N a :::i:: 1190022 119 11 North American Exploration SWY.SWY. sec. 23, T40N RIE Whatcom Qgo, 2 43 255 300 N > 1190023 119 II Goldstar Resorts SW'l,NE'I, sec. 22, T40N RI E Whatcom Qgo, 0 23 5 23 N a;:: 1190025 119 11 Crosby, Galbraith and Assoc. N 1/,NW'I, sec. 22, T40N RJE Whatcom Qgo, 48 34 73 82 155 N 1190026 119 11 Bruce Magnusson 3550 Loomis Trail Road SWY.SWY. sec. 15, T40N RlE Whatcom Qgo, 0 25 3 25 N 1190028 119 11 Gary Hummer 3060 Loomis Trail Road NWY.SEY. sec. 14, T40N RI E Whatcom Qgo, 0 17 7 I 25 N 0 -0 1190035 119 11 Kalman Mozes 3585 Sweet Road NW'l,NW'I, sec. 10, T40N RlE Whatcom Qgo, > 81 13 75 94 N 0 1190036 119 11 Pam MaGee 3258 Haynie Road NW'l,SWY. sec. 11, T40N RIE Whatcom Qgo, 0 7 90 8 97 N 0 1 0 1190038 119 11 Doug Martin SE !.NE'I, sec. 11, T40N RI E Whatcom Qgdm0 122 122 N Randy Elsbree 3426 Sweet Road SWY.SEY. sec. 3, T40N RIE Whatcom Qgomee 175 63 175 N ,0 1190042 119 11 C 1190046 119 11 Alpine Evergreen Co., Inc. NEY.SE'/, sec. 2, T40N RlE Whatcom Qgom00 0 167 93 87 260 N 1190047 119 11 Frank Longo 9543 Stein Road SEY.NW'/, sec. I, T40N RJE Whatcom Qgomee > 90 20 30 5 72 145 N >t; 1190048 119 II Marris Liao NE'l,NWY. sec. I, T40N RIE Whatcom Qgomee 105 17 85 91 207 N :::;;i 1190059 119 11 V. T. Gaines NW'/,NW'I, sec. 3, T40N RlE Whatcom Qgomee > 19 159 152 178 N >z 1190060 119 11 Walt Berg SE'l,SE'I, sec. 34, T41N RJE Whatcom Qgomee 2 167 49 201 216 N a 1190061 119 11 City of Blaine NE'l,SEY. sec. 4, T40N RIE Whatcom Qgdme 5 93 122 22 215 N t""' 1190062 119 11 Larry and Sue Croft 3 824 H Street SE'l,SWY. sec. 33, T41N RIE Whatcom Qgomee > 71 164 153 235 N .tTl 1200002 120 11 LeRoy Richards SWY.NWY. sec. 8, T39N R2E Whatcom Qgo, 3 24 16 27 N 1200006 120 II Carl Hughes NW'/,NW'I, sec. 6, T39N R2E Whatcom Qgo, 29 5 29 N ~ Qgo, > 1200008 120 11 Jaynie Nava NEY.SWY. sec. 5, T39N R2E Whatcom 5 22 5 27 N VJ> 1200009 120 11 Tesil Henry Harksell Road NW'l,NE'I, sec. 4, T39N R2E Whatcom Qgo, > 2 22 6 24 N :::i:: 1200010 120 II Brad Kelly SWY.NW'I, sec. 11, T39N R2E Whatcom Qgo, l 20 7 21 N z 1200011 120 11 James Manthey 6548 Woodlyn Road SWY.SWY. sec. 11, T39N R2E Whatcom Qgo, 25 11 25 N a 1200013 120 11 Bob Castanada 425 W. King Tut Road NWY.NWY. sec. 13, T39N R2E Whatcom Qgo, 8 28 10 36 N --3 1200018 120 II Rocky Oordt 7485 Enterprise Road NE'l,SE'/, sec. 32, T40N R2E Whatcom Qgo, > 0 24 7 24 N 0 1200019 120 11 Connie Rodriques Zell Road NWY.SEY. sec. 31, T40N R2E Whatcom Qgo, 1 32 3 33 N z 1200023 120 11 David Kreps NWY.SEY. sec. 19, T40N R2E Whatcom Qgo, 1 33 7 34 N 1200024 120 11 Del Corral 8916 Delta Line NW'l,NWY. sec. 19, T40N R2E Whatcom Qgo, 4 31 7 12 42 N vJ l,C) Z' ~ -.. .. .; .. 0 .. ~ .. =c:, .c.. .. -.. ~ -=c:, -"' ~ "' ~ "' ~ .." Z' E .!l ... .."' i'l "' .. "' .!l .. "" = "' = "' = "'.. .. ~ -=.!l = = ..." .. ...= .. =" ""... ii: .. ~ .c "" = ""... :;; = ... .c- .. z ...... c:, 'T:I = r~ E £ ""... £ "" :;;"" C. .. ·;;;"' ,..._.A 8 !!.. = ""-=.. i = :;; £ -=- ... .. -= 0 = ... = .. .. -=.. ;; .c.. ;; 2 -= .. -= ;; ·;: E =... .. -= ;;- .c .. - -; ... z1:df .. =...... 2 ... z= =z ii: .. .!l 2 c:, ~ c:, .c= .. .. - Q'" .. = ... .. "" Q -,:] Q !al .. .; =;= .. .. .s- Z' .. -=- .. > < < 0 .. ;; ...... ·= -= -= .. -=... --... .. ;; -= >--l ~ ;. Q Q- {..:, O'= "' "' = =~ ..., .. ~ ~ ~ Original well owner Well address Well location County 0 - "' "'- Q~ ~ = 1200025 120 II Jim Crabtree 8676 Sunrise Road NW'!.SW'!. sec. 17, T40N R2E Whatcom Qgo, > 2 58 24 60 N 5 1200026 120 II Henry Hoekstra 1503 Birch Bay-Lynden Road SWY.SWY, sec. 21, T40N R2E Whatcom Qgo, > 2 27 13 29 N z (") 1200027 120 II Archie Crabtree SWY.SEY. sec. 28, T40N R2E Whatcom Qgo, > 0 40 21 40 N 1200030 120 II Doug Clark 980 Crabtree Lane NEY,NEY.i sec. 27, T40N R2E Whatcom Qgo, > 2 37 12 39 N ~ (") 1200031 120 II Art Terpsma 629 Birch Bay-Lynden Road NWY,NWY. sec. 26, T40N R2E Whatcom Qgo, > I 37 9 38 N c:: 1200032 120 II Macrae Stone NEY,NEY.i sec. 26, T40N R2E Whatcom Qgo, > I 27 6 28 N r' 1200034 120 II Enfield Farms NWY.SEY. sec. 22, T40N R2E Whatcom Qgo, > 2 36 21 38 N > 1200036 120 II Dennis H. 739 Loomis Trail Road NWY.NEY.i sec. 23, T40N R2E Whatcom Qgo, > I 37 22 38 N :;;::i 1200037 120 II Dick Yoder 8941 Glendale Road SWY.SWY.i sec. 15, T40N R2E Whatcom Qgo, 4 35 10 39 N \0 1200038 120 II Tom Lange SWY.NWY.i sec. 14, T40N R2E Whatcom Qgo, I 45 22 46 N - 1200040 120 II 4 See Investments 9400 Sunrise Road NE'!.SEY.i sec. 6, T40N R2E Whatcom Qgdme > 280 15 57 295 N 1200041 120 II Andrew Smith SEY.SWY.i sec. 2, T40N R2E Whatcom Qgdme > 133 7 77 140 N 1210001 121 II Flemming Plat Water Assn. NEY.NWY. sec. 13, T39N R2E Whatcom Qgo. I 51 15 52 N 1210002 121 II Roger Hawley 6700 Guide Meridian SWY.NEY.i sec. 12, T39N R2E Whatcom Qgo. 10 29 I II 40 N 1210003 121 II Bill Bliss SEY.SWY.i sec. 6, T39N R3E Whatcom Qgo, 245 245 N 1210009 121 II Dave Boeringa Old Guide/Wiser Lake Road SWY.SEY.i sec. 36, T40N R2E Whatcom Qgo, 0 34 14 34 N 1210010 121 II Keith Bouma NE'/,SWY.i sec. 31, T40N R3E Whatcom Qgo, 2 33 27 35 N 1210012 121 II Jacob Blok 210 Wiser Lake Road SEY.SEY. sec. 31, T40N R3E Whatcom Qgo, > 2 42 28 44 N 1210013 121 II Paul Bushey SWY.SEY.i sec. 32, T40N R3E Whatcom Qgo, 0 30 21 30 N 1210014 121 II City of Lynden Van Dyke Road SWY.NEY.i sec. 32, T40N R3E Whatcom Qgo, 2 32 408 80 442 N 1210015 121 II William Osgood 988 Van Dyke Road SWY.NWY.i sec. 33, T40N R3E Whatcom Qgo, > 3 29 22 32 N 1210016 121 II B. Bogarth NWY,SEY.i sec. 34, T40N R3E Whatcom Qgo, > I 51 44 52 N 1210017 121 II Delorne Design SWY,NEY.i sec. 33, T40N R3E Whatcom Qgo, 2 32 13 34 N 1210038 121 II Oreg Koog 339 Birch Bay-Lynden Road NWY.NEY, sec. 25, T40N R2E Whatcom Qgo, > I 39 12 40 N 1210039 121 II Floyd Bouma 8033 Flynn Road NEY.NEY, sec. 25, T40N R2E Whatcom Qgo, 8 28 4 36 N 1210041 121 II Anita Tromo NEY,SWY.i sec. 24, T40N R2E Whatcom Qgo, > 2 58 12 60 N 1210042 121 II Dick Buddington 8497 Guide Meridian SEY.SEY. sec. 13, T40N R2E Whatcom Qgo, > 2 31 6 33 N 1210043 121 II Lynden School Dist. SWY.SWY.i sec. 17, T40N R3E Whatcom Qgo. I 37 7 38 N 1210044 121 II Donald Plagerman 8788 Guide Meridian SWY.NWY, sec. 18, T40N R3E Whatcom Qgo, > 2 34 6 36 N 1210045 121 II J. Burton SEY.NWY, sec. 18, T40N R3E Whatcom Qgo, > 2 28 6 30 N 1210046 121 II City of Lynden NWY.SEY, sec. 16, T40N R3E Whatcom Qgo, 7 52 265 20 30 344 N 1210047 121 II Line Road Water Assn. 8869 Line Road NEY.NEY. sec. 16, T40N R3E Whatcom Qgos > 2 30 14 32 N 1210048 121 II Delta Water Assn. SEY.SEY. sec. 9, T40N R3E Whatcom Qgo, > 4 36 14 40 N 1210049 121 II Gerald Selens NEY.NWY.i sec. 15, T40N R3E Whatcom Qgo, > I 45 29 46 N 1210052 121 II Lois Hazel 1520 E. Badger SWY.SEY.i sec. 10, T40N R3E Whatcom Qgo. > 2 53 22 55 N 1210053 121 II Ray Kornelis 1432 Harman NEY.SWY, sec. 10, T40N R3E Whatcom Qgo, > 3 37 15 40 N 1210054 121 II Jeff Lagerway 1700 Hoverman Road NEY.SE'/, sec. 10, T40N R3E Whatcom Qgo, > 2 26 15 28 N 1210055 121 II B. Thompson SWY,NWY, sec. 11, T40N R3E Whatcom Qgo, > 2 37 39 N 1210056 121 II Ron Brann SWY,NEY.i sec. 10, T40N R3E Whatcom Qgo, > 2 34 17 36 N 1210057 121 II Gerald Bosman 9269 Northwood Road NEY.NEY. sec. I 0, T40N R3E Whatcom Qgo, > 2 34 8 36 N 1210058 121 11 K. Sidhu 9250 Clay Road NWY.NWY.i sec. 10, T40N R3E Whatcom Qgo, > 2 43 45 N 1210059 121 II Dennis Lenssen NWY.NEY. sec. 9, T40N R3E Whatcom Qgo, 2 63 5 10 70 N 1210060 121 II Henry Weg NWY.SEY, sec. 8, T40N R3E Whatcom Qgo, > 4 26 4 30 N 1210061 121 II Ray Stuit 9005 Benson Road NEY.SEY. sec. 7, T40N R3E Whatcom Qgo, > 2 29 4 31 N 1210062 121 II John Van Wingerden 9207 Benson Road SEY.NEY. sec. 7, T40N R3E Whatcom Qgo, > 2 38 8 40 N 1210063 121 II Harvey Bajama 9030 Guide Meridian NWY.SWY. sec. 7, T40N R3E Whatcom Qgo, 2 54 IO 56 N 1210064 121 II Bart Blankers NEY,SWY. sec. 12, T40N R2E Whatcom Qgo, > I 30 5 31 N 1210065 121 II Fred Dykman 9358 Guide Meridian SWY,SWY.i sec. 6, T40N R3E Whatcom Qgo, > 5 28 6 33 N 1210066 121 II Marvin Sweegman 9427 Double Ditch Road NEY.SWY.i sec. 6, T40N R3E Whatcom Qgo, > 2 36 3 38 N 1210067 121 II Brian De Zeevw 575 Pangborn Road NWY.NW'!. sec. 8, T40N R3E Whatcom Qgo, > I 46 13 47 N - C .. ~" " - =" ...... " - t " ~" ... " " ~ ~ I: "' ~ "' "' .." .!! "... "' "' "' "' ~- " ~ "' " "' ~ ~" ... = .. ...= " ...= ~ .!! = .:= ~ " ...... = " ... " ~ .. t'"" ...... = .;:/ ...... = :§ ...= ... -= .::= 1:-= I: ~- ;§ ... of ... 0. !:" ,...._Ji 8 !l = ..... - ;§ ... ;§ ... :s " " ... i::: ·= "" ..." ..= = ..." = ·;: .. = .....= ;; .. ;; ..." ;; .s -;; =: 1:d:" =: i I: ...... > .. > "" ;z; ;z;" ;z; ...... > .s ...... Q .. > " = = ".. " -s Q Q = ... .. ".. -=~ <-g r,l !l ;;" :; .. " .~ .. ·=~- .. ;; ".. < < ' i = "> .. -.: ...... -- ... g Q =~ ...,.. """ .. :::: :::: & :::: " :::: Original well owner Well address Well location County " O' 0 -"' ... "'= "'~ !~ :::: i:c 1210068 121 II John Gussen 562 Pangborn Road SWV.SWV. sec. 5, T40N R3E Whatcom Qgo," 0 28 6 28 N 1210069 121 II Garret Honcoop SWV.NWV. sec. 5, T40N R3E Whatcom Qgo, > 4 29 4 33 N 1210070 121 II Keith Penn NWV.NWV. sec. 3, T40N R3E Whatcom Qgo, > I 25 8 26 N 1210071 121 II GTE SWY,SEV. sec. 3, T40N R3E Whatcom Qgo, 2 83 10 10 14 22 150 N 1210072 121 II Delta Water Assn. I 082 Pangborn Road SEY,SEV. sec. 3, T40N R3E Whatcom Qgo, 3 70 12 73 N 1210074 121 II Fred Ondeck 1987 Halverstick Road NEV.NEV. sec. 2, T40N R3E Whatcom Qgo, 3 56 II 59 N 1210075 121 II Fred Ondeck 2096 Halverstick Road NEY,NW'!. sec. 2, T40N R3E Whatcom Qgo, > 0 26 26 N 1210076 121 II Rader Farms NEV.NEV. sec. 3, T40N R3E Whatcom Qgo, > 3 33 14 36 N 1210077 121 II Donna Roberts 1500 Halverstick Road SWV.SEV. sec. 34, T41N R3E Whatcom Qgo, 4 58 2 7 64 N 1210078 121 11 Owen Gosei 9400 Bender Road NWV.SWV. sec. 4, T40N R3E Whatcom Qgo, > 3 37 2 40 N 1210079 121 II Ed Brandsma 9500 Depot Road NWV.SEV. sec. 5, T40N R3E Whatcom Qgo, > 10 50 9 60 N 1210080 121 II Daryl Vander Haak Visser Road NWV.NEV. sec. 5, T40N R3E Whatcom Qgo, 3 59 10 62 N 1210081 121 II Ray Hillyard Drilling Co. NWV.SEV. sec. 33, T40N R3E Whatcom Qp > 2 83 150 18 22 8 283 N 1210082 121 11 Charles Vogel NEV.SEY. sec. 36, T41 N R2E Whatcom Qp > I 32 5 33 N 1220001 122 11 Ray Hillyard Drilling Co. NWV.NWV. sec. 13, T39N R3E Whatcom Qgdme 48 19 33 100 N 1220002 122 11 Roger Elliott 6645 Mission Road SEY,SEV. sec. 12, T39N R3E Whatcom Ogdme 6 47 36 53 N 1220003 122 II Kim Washkow 6667 E. 66th Terrace NEY,SEY, sec. 12, T39N R3E Whatcom Ogo, 3 45 34 48 N 1220019 122 II Younkin Construction NEV.NWY, sec. I, T39N R3E Whatcom Ogo, 1 44 II 12 56 N ttl tT1 1220020 122 11 City of Everson 7500 Mead NEV.SHI sec. 36, T40N R3E Whatcom Qgo, 2 45 110 15 157 N r< 1220021 122 II Mr. Jackson 7364 Emmerson Road SEV.SEV. sec. 31, T40N R4E Whatcom Oa 19 13 32 N r< 1220022 122 II Joe S. SWV. sec. 33, T40N R4E Whatcom Oa > 35 3 18 38 N z 1220024 122 II Mt. Baker Mushroom Farm SWV.NWV. sec. 34, T40N R4E Whatcom Oaf > 35 27 30 62 N C) 1220025 122 11 Felix V. 3801 South Pass Road NEY,NWY, sec. 34, T40N R4E Whatcom Oaf > 65 II 49 76 N ::c: 1220026 122 II Great Western Lumber 7636 Goodwin Road NEV.NEY, sec. 33, T40N R4E Whatcom Oaf 17 18 25 8 60 N > 1220027 122 11 Ted Pike 3212 South Pass Road NEV.NE'!. sec. 32, T40N R4E Whatcom Oa 3 28 3 31 N ~ 1220031 122 II Henry Tjoelker 7960 Van Buren Road SWY,NEY, sec. 30, T40N R4E Whatcom Oa 25 12 4 37 N 1220032 122 11 Marty Tylstra NWV.SWV. sec. 28, T40N R4E Whatcom Qgo. > 0 59 9 59 N 0 1220033 122 II Albert Kortus 3545 Breakenridge Road NEV.SEY. sec. 28, T40N R4E Whatcom Oaf 10 23 3 I 36 N .o- 1220034 122 II George Tjoelker 7824 Goodwin Road NWV.SWV. sec. 27, T40N R4E Whatcom Oaf 34 7 I 41 N 0 0 1220036 122 II Utah International Inc. SEY,SEY, sec. 22, T40N R4E Whatcom Qgo, I 68 84 200 y 0 1220037 122 11 Scott McLeod SEY,SWV. sec. 22, T40N R4E Whatcom Ogo, 3 21 24 12 2 38 62 N tO 1220038 122 11 Jeff McKenna 8500 Carl Road NWV.SEV. sec. 22, T40N R4E Whatcom Ogo, > 0 67 43 67 N C 1220039 122 11 Norm Stacey 8161 Carl Road NWY,SEY, sec. 22, T40N R4E Whatcom Ogo, > I 41 38 11 76 91 N > 1220040 122 II Sue Tenkley 8184 Carl Road NEY,SEY, sec. 22, T40N R4E Whatcom Ogo, 3 66 38 69 N t, ';,;) 1220041 122 II Scott McLeod 8405 Carl Road SEY,NEV. sec. 22, T40N R4E Whatcom Ogo, 13 86 50 99 N > 1220046 122 II Frank J. 8389 Carl Road NWV.SEV. sec. 21, T40N R4E Whatcom Qgo, 76 4 38 80 N z 1220049 122 II Bob Otterson 3294 Lindsay Road NEY,NEY, sec. 20, T40N R4E Whatcom Oa > 2 38 8 40 N C) 1220050 122 II Gary T. NWV.SEV. sec. 20, T40N R4E Whatcom Qa 40 6 36 46 N r< 1220051 122 II Mike Van Berkum NWV.NWY, sec. 20, T40N R40E Whatcom Oa > 15 3 10 18 N .tTJ 1220053 122 II Rod Blankers 2562 Lindsay Road SWV.SW'/, sec. 18, T40N R4E Whatcom Ogdme 260 260 N :.:E 1220054 122 II Narinder Sidhu East Badger Road NWV.NEV. sec. 13, T40N R3E Whatcom Ogdme 250 250 N > 1220055 122 II Berendsen Dairy NWV.NEY, sec. 17, T40N R4E Whatcom Oa > 1 55 8 56 N 1:/J 1220056 122 II Nooksack Farms NWV.SWY, sec. 16, T40N R4E Whatcom Oa > 12 19 12 31 N ::c: 1220057 122 11 George Rozeboom NEY,NWV. sec. 15, T40N R4E Whatcom Oa 29 27 26 10 82 N z 1220058 122 II Jim Blair SW'!.SEV. sec. 9, T40N R4E Whatcom Oa > 25 32 3 57 N C) '"'3 1220059 122 II Bill Bosman SEV.NWY, sec. 10, T40N R4E Whatcom Oa > 30 25 12 55 N 0 1220061 122 II Rick Benner Minaker Road NWV.SEV. sec. 11, T40N R4E Whatcom Ogt. 3 32 21 22 56 N z 1220064 122 II Meadowdale Water Assn. NEV.NEV. sec. 7, T40N R4E Whatcom Ogt, 16 74 8 90 N 1220065 122 II Virgil Stremler NWY,SWV. sec. 5, T40N R4E Whatcom Ogt, 0 70 31 70 N 1220066 122 11 L. Silvis 2600 Pangborn SWV.SWV. sec. 6, T40N R4E Whatcom Ogo, > 1 58 35 59 N -.j::,. Z' .i::,...... Z' .. N .. ~- .. .. = .c.. .. -.. ~ - -= ~ "' ~ " Z' "' ~ "' "' .." <'• e .!: "... .."' .."' "' .. "' .. .. = .. = "' "' ->I= "' .i:: -= = = Cl. .. ->I .."' ->I= ...... -.. .. .!: ~ ...... ->I= ii: .. ~ .c :.; ->I= ->I= .... -.c -.. z .,. e-= <'• ... ;§ ... ;s ... !: "Tl = J; 8 .5 e ;§ :.; ~ .. ·;; -= ·;; - ;§ -= "Cl. .. = 0 r--... = r::.. - ..= -= .. -= .. -=" = ·;: .. .c.. oi .c oi- .!: Cl. ::,::, ~= ~ e ...= .. -= oi > .. "i ~r oi ...... > .. .!: > ->I :z: :z:" :z: ii: > " ... .c= .. ".. .." -" -.!: ... ~ Q Q ii Q fol = "i .. .." .5 .. Z' .. ,Sz- .. < .. .5 oi " = .. .. ·= ci. .. oi " > < < 0 > -= -= .. -= >-l ~ ;. Q Q.. r.,=.. = =.i:: ...,-=.. "'.i:: .. ~ ~ ~ Original well owner Well address Well location County 0 0 -"' -"' N= "'- C- ~ = 0 1220067 122 11 Mohinder Gill 9293 Trap Line Road NEY.NEY. sec. 12, T40N R3E Whatcom Qgo. > 2 78 24 80 N z 1220068 122 II Pangborn Water Assn. 9304 Kraght Road SEY,SWY, sec. I, T40N R3E Whatcom Qgo. I 48 I 12 50 N n 1220069 122 II Richland Farms NW'!.NWY. sec. I, T40N R3E Whatcom Qgo. I 39 II 40 N ;;a 1220070 122 11 Richland Fanns NWY. sec. I, T40N R3E Whatcom Qgo. > 5 45 IO 50 N n 1220071 122 II Martin VandeHoef NEY.NEY. sec. I, T40N R3E Whatcom Qgo. 3 42 13 20 24 78 N C 1220072 122 11 Bathe Farms Inc. 2804 Halverstick Road NEY.NEY. sec. 6, T40N R4E Whatcom Qgo. 3 47 36 50 N r' 1220073 122 II B. DeHoog 9329 Hammer Road SEY.NEY. sec. 6, T40N R4E Whatcom Qgo. > 2 33 7 35 N > 1220074 122 II Dave Swanson 9361 Swanson Road SWY.NWY. sec. 5, T40N R4E Whatcom Qgo. 0 40 23 40 N ::,::, 1220075 122 II Bill Visser 9451 Swanson Road SWY,NWY. sec. 5, T40N R4E Whatcom Qgo. 2 22 88 112 N \0 1220076 122 II Paul Roords NWY.NWY. sec. 5, T40N R4E Whatcom Qgo. > 5 76 50 81 N - 1220078 122 II Cornie Aolleman NEY.NEY. sec. 5, T40N R4E Whatcom Qgo. > 16 66 40 82 N 1230005 123 II Walt Gauderson NEY,NEY, sec. 10, T39N R5E Whatcom Qa ? ? ? ? 8 50 N 1230006 123 ll Frank Ulrich NWY.NWY. sec. 10, T39N R5E Whatcom Qa > 2 50 IO 37 N 1230007 123 II Wash. Dept. of Fisheries Nooksack Salmon Hatchery NWY.SEY. sec. 3, T39N R5E Whatcom Qa 5 88 99 14 202 N 1230009 123 II B. Prather SWY.SEY. sec. 34, T40N R5E Whatcom Qgo. > 2 56 18 58 N 1230010 123 II Dan Williamson SEY.NEY. sec. 34, T40N R5E Whatcom Qgo. > 3 55 14 58 N 1230012 123 II Ed Beard NWY,NWY, sec. 35, T40N R5E Whatcom Qgo. > 5 53 58 N 1230013 123 II Chuck Smith NWY,NEY. sec. 34, T40N R5E Whatcom Qgo. > I 47 13 48 N 1230014 123 II Dennis Brownson 2801 Kendall Road NWY.SEY. sec. 27, T40N R5E Whatcom Qgo. > 17 21 IO 38 N 1230016 123 II Peaceful Valley NWY.SWY. sec. 22, T40N R5E Whatcom Qgo. > 0 80 52 80 N 1230018 123 II Asaph 3600 Tilbury NWY.SEY. sec. 15, T40N R5E Whatcom Qgo. > 2 76 51 78 N 1230019 123 II Paradise Lake SWY.SWY. sec. 15, T40N R5E Whatcom Qgo. 5 85 15 13 42 115 N 1230020 123 II Mike Bates 8740 Green Tree Lane SEY.NWY, sec. 15, T40N R5E Whatcom Qgo. > 10 67 60 77 N 1230025 123 II Tom Leaque SEY,NWY, sec. 10, T40N R5E Whatcom Qgo. > I IOI 82 102 N 1230026 123 ll Brad Jones NEY.NEY. sec. 10, T40N R5E Whatcom Qgo. > I 124 95 125 N 1230028 123 II Scott Doumna Heady Road N. of cemetery NWY.SEY, sec. 3, T40N R5E Whatcom Qgo. > I 107 110 108 N 1230029 123 II Dick Vickerboom 9093 Frost Road SWY.NEY. sec. 8, T40N R5E Whatcom ago. > 0 55 31 55 N 1230032 123 II Rick Benner Minaker Road NWY.SEY. sec. 11, T40N R4E Whatcom Qgt. 3 32 16 22 56 N 1230033 123 II Martin Vreugdenhil SEY,SEY, sec. I, T40N R4E Whatcom Qa 90 9 90 N 1230034 123 11 Keith Boon NEY.NEY. sec. I, T40N R4E Whatcom Qa > 37 59 IO 96 N 1230035 123 11 Jim VanderVeen W. Jones Road NEY.SWY. sec. 32, T41N R5E Whatcom Qa 25 65 50 140 N 1230036 123 11 Ray Dykstra 4927 Jones Rd SEY.NWY. sec. 31, T41N R5E Whatcom Qa 52 20 2 8 74 N 1240008 124 11 The Glen SWY.SEY. sec. 36, T40N R5E Whatcom Qa 3 44 19 47 N 1240009 124 II Don Churchill SEY.NWY. sec. 35, T40N R5E Whatcom Qgo. 6 39 18 36 63 N 1240011 124 11 John Ungen SEY.NEY. sec. 35, T40N R5E Whatcom Qgo. > 3 45 14 14 20 76 N 1240012 124 II Dennis Feather 6858 Mt. Baker Hwy. NEY.NE'!. sec. 35, T40N R5E Whatcom Qgo. > 25 71 5 96 N 1240013 124 II Maple Falls Lot 13, Block 3, NEY.SWY. sec. 30, T40N R6E Whatcom Qgo. > I 156 119 157 N Water Cooperative Maple Falls 1240026 124 II G. Nesin 680 I South Pass NWY.SEY. sec. 2, T40N R5E Whatcom Qgo, > 30 70 80 100 N 1240028 124 II Thomas Straka 7294 South Pass Road SEY.SEY. sec. 36, T41N R5E Whatcom Qgo. > 2 131 133 N 1240029 124 II Edward Mura 6980 South Pass Road SWY,SWY. sec. 36, T41N R5E Whatcom Qgo. > 155 138 155 N 1240030 124 II Martyn Adams SEY.NEY. sec. 35, T41N R5E Whatcom Qgo. 15 19 37 14 70 N 2190001 219 II Paul De Graaf Haxton Way S. of Cagey Road SEY,NEY. sec. 27, T38N RIE Whatcom Qgo. > 35 59 94 N 2190003 219 II Ron Thorpe 3769 Haxton Way SEY,SEY, sec. 14, T38N RIE Whatcom Qgo. > 78 31 52 161 N 2190008 219 11 Sandy Point Shores SWY,NWY, sec. 4, T38N RI E Whatcom Qgom•• > 98 35 101 133 N 2190010 219 II Indian Health Service NWY.NEY. sec. 4, T38N RIE Whatcom Qgom•• 24 66 100 190 N 2190015 219 II Julie Bennett Unick Road NWY.SEY. sec. 34, T39N RIE Whatcom Qgomee 29 94 24 78 35 8 211 268 N 2190016 219 II Wade Martin 300' W. of Olsen Road NEY,NEY, sec. 35, T39N RI E Whatcom Qgo. > 231 3 231 234 N 2190018 219 11 Larry Leverson NWY.SEY. sec. 25, T39N RIE Whatcom Qgdme 79 61 300 230 440 N 2190019 219 II Rick Unick NEY.SEY. sec. 27, T39N RIE Whatcom Qgom •• > 48 89 81 17 169 173 N Z' Z' ... .i:" " "0 ..., ~ -" N= " "Cl" " ~ "' ~" e =... -"' ~ "'t "' ... Z' ~. .!! " "' "' " "' .!! .i:" "Cl = .. .:.== "' .:.= .:.== "' .!! = = " = " ... " "~ ~ ~"" ...," .~ .:.=" ... .:.== .:.== .c- ·= .c = ... ;§ ... !::" =".... e -g e ~· ... ;s :.;; ... C. .;. ... ~ "Cl "Cl :.;; = ·= = - - ~ "Cl "Cl " ,-. " "Cl i;: ·= = ;:; ..., .::"" " = = - " = ·;::" " = ... "Cl" ;; ...," - "... ;;- 'i " ~ ~: ~ ;; e ...... = .:.="" z .. ~ ...... z Q .. z "... E" ...,= .." " -.:: Q "= " .!: 'Z' .." - = Q f;,,l ..s 'i .. .." ] .. - .. -=- ... <] ;; "Cl ;; "Cl < < 0 " = "... .. "Cl" "Cl -- ~ - r., = =.i: ....,.. """ ~ ;, Q Q Original well owner Well location County " O' 0 "' "' Q-"~ ~ " ~ Well address - - "'= "'- ~ =" 2190023 219 II Ron Boyer SWY,SEY, sec. 22, T39N RIE Whatcom Qgomee 100 57 28 7 58 155 250 N 2190025 219 11 Tim Savatgy SWY,SEY. sec. 15, T39N RI E Whatcom Qgdme 115 114 89 210 318 N 2190026 219 11 Kenmar Inc. N. 50'~W. 50' of SE corner NEY,NE'!. sec. 20, T39N RI E Whatcom Qgom•• 219 184 219 N 2190027 219 11 Pacific Intermat Terminal Henry Road/Cherry Point NEY,NWY. sec. 19, T39N RIE Whatcom Qgdme ? ? ? 2200002 220 II Bill Marrand SW sec. 8, T38N R2E Whatcom Qa 43 23 20 62 86 N 2200003 220 11 Jerry Lawson SWY,SWY, sec. 31, T39N R2E Whatcom Qa 163 38 166 201 N 2200009 220 II Richard Bailey SEY,NEY, sec. 27, T39N R2E Whatcom Qgo, > 3 27 91 16 42 137 N 2200010 220 11 Jay Bailey SEY.SWY. sec. 27, T39N R2E Whatcom Qgo, 2 34 13 36 N 2200022 220 II Darcy Wiebe 1561 Ten Mile Road NWY.SEY. sec. 15, T39N R2E Whatcom Qgo, 183 183 N 2210004 221 11 Bellingham Golf and Country 3 729 Meridian NWY..SEY. sec. 13, T38N R2E Whatcom Qgo, 275 30 275 N 2210009 221 II William Griffin SEY..NWY.. sec. 3, T38N R3E Whatcom Qgdme 93 121 182 214 N 2210010 221 II Karel Steeal 2030 Mount Baker Hwy. SEY.SEY, sec. 2, T38N R3E Whatcom Qgdme 213 137 213 N 2210012 221 11 Mike Mcinnis Patton Rd Y.. mi N of Kelly Rd SWY..SEY.. sec. 32, T39N R3E Whatcom Qgdme > 119 83 187 202 N 2210013 221 II Don Sebastian 51 00 Hackett NWY,SEY.. sec. 31, T39N R3E Whatcom Qgdme > 38 181 194 219 N 2210014 221 II Jamie Weg 5495 Market NEY,SEY.. sec. 28, T39N R3E Whatcom Qgdme > 42 56 72 98 N 2210015 221 11 Laurel Enterprises 1000 E. Axton Road SEY.SWY. sec. 21, T39N R3E Whatcom Qgdme > 235 31 100 266 N 2210016 221 II Warren Brewster NEY,NEY.. sec. 29, T39N R3E Whatcom Qgdme > 216 5 209 221 N 2210017 221 11 Jack Decook 739 E. Axton Road NWY.NEY. sec. 29, T39N R3E Whatcom Qgdme > 81 18 65 99 N t:,::l 2210018 221 II Del Pullar 520 Axton Road NWY,NWY. sec. 29, T39N R3E Whatcom Qgdme > 42 37 60 79 N tTl t""' 2210019 221 II Joe Wikberg 411 E. Axton Road NEY.NEY. sec. 30, T39N R3E Whatcom Qgdme > 12 88 76 100 N t""' 2210020 221 II Doug Rollings 250 E. Axton Road NEY,NWY, sec. 30, T39N R3E Whatcom Qgdm > 22 54 40 76 N 0 z 2210021 221 II Courtney D. 336 Axton Road SWY..SEY. sec. 19, T39N R3E Whatcom Qgdme > 50 25 54 75 N a 2210023 221 II Larry Peterson 449 E. Laurel Road NWY.SEY. sec. 19, T39N R3E Whatcom Qgdme > 30 27 21 57 N ::t 2210024 221 II Allen MacKay NEY.SEY. sec. 19, T39N R3E Whatcom Qgdm. > 19 43 35 62 N 2210025 221 11 Jack Rudin NWV.SEY. sec. 20, T39N R3E Whatcom Qgdme 80 5(?) 80 N ~ 2220006 222 11 Douglas Albee 2516 North Shore Road SWY.NWY, sec. 30, T38N R4E Whatcom Qgo, 12 14 33 22 35 81 N 2220007 222 II Joe D. SWY..SEY. sec. 30, T38N R4E Whatcom Qgo, > I 87 1 88 N 0 2220009 222 11 G. Lindquist SWY,NWY, sec. 19, T38N R4E Whatcom Qgo, 100 100 N - 0 2220010 222 11 Harrison 3695 Agate Bay Lane NEY.NEY.. sec. 24, T38N R3E Whatcom Qgo, 105 105 N 0 0 2220011 222 11 Tony Basaba SEY.SEY. sec. 18, T38N R4E Whatcom Qgd 238 220 238 N 0 2220012 222 11 Roger Mcconchie Squalicum Lake Road NE'/,SWY. sec. 18, T38N R4E Whatcom Qgdm. 123 123 N ,0 Qgdm 2220013 222 II Larry Flynn NEY..NWY.. sec. 18, T38N R4E Whatcom 0 330 0 330 N C 2220014 222 II Fred and Jill Holmes NEY,SEY. sec. 7, T38N R4E Whatcom Qgdm. 281 42 281 N > 2220015 222 II Cantrell-Lehwalder 2800 Y Road NWY.NEY. sec. 7, T38N.R4E Whatcom Qgdme 233 50 233 N 0 2220016 222 11 Freeman SEY,SW'/, sec. I, T38N R3E Whatcom Qgdme 127 127 N 2220017 222 II Wally C. NEV.NWY, sec. I, T38N R3E Whatcom Qgdm. > 164 16 60 180 N ~ 2220019 222 II K. Lindner SEY.NEY, sec. 6, T38N R4E Whatcom Qgdme > 26 28 12 54 N a 2220020 222 II Ted Sower & Rollie Raper NWY.SWY. sec. 33, T39N R4E Whatcom Qgdme 145 83 145 N t""' 2220021 222 II Len Hamilton 3090 Eberly Road SWY,NWY, sec. 32, T39N R4E Whatcom Qgdm. 231 6 231 N tTl 2220022 222 11 North American Exploration NWY.NWY. sec. 22, T39N R4E Whatcom Qgdme 312 312 N ~ 2220023 222 II Carl Post SEY.SEY, sec. 30, T39N R4E Whatcom Qgo, 610 15 610 N > 2220026 222 II Gerry Anderson NWY..NEY, sec. 30, T39N R4E Whatcom Qgo, 109 8 109 N r./] 2220027 222 II April Miles 2605 Mission Road SWY..NEY. sec. 25, T39N R3E Whatcom Qgdme > 125 5 40 130 N ::t 2220028 222 II Dwayne Hill SWY,SWY. sec. 19, T39N R4E Whatcom Qgdme 242 105 242 N z 2220030 222 II B. Henzog 5978 Mission Road NWY,NWY, sec. 19, T39N R4E Whatcom Qgdme 200 50 200 N a >-l 2220031 222 II Anderson Creek Water Assn. NWY..SEY.. sec. 19, T39N R4E Whatcom Qgo, 175 50 175 N 0 2220032 222 II 3019 Goshen Road SEY,SWY, sec. 20, T39N R4E Whatcom Qgo, 8 16 13 27 37 N z 2220036 222 II L. Cowden 3495 Cedarville SWV.NEV. sec. 28, T39N R4E Whatcom Qa > 3 40 26 40 N 2220038 222 II Jack Scholten 3614 Cedarville Road NEY.SEY.. sec. 28, T39N R4E Whatcom Qa 2 25 34 26 64 N 2220039 222 II Rodney Henderson SEY.SEY.. sec. 27, T39N R4E Whatcom Qa > 0 40 18 40 N ~ l;..) .j::,. .j::,. ... ~" -" =" .c ..." - ~ -" -" " -"' ~" ~ "' ~ "... Z' "' "' "' <>· = ~ " "' "' C" "' ... = ... .:<=" "' " "' .:< "' " " = "... "' .:<= C - ~ = C " ~ c .c .!l " .:<= " .:<" " .c " z " l~ " ; .:< " :a ... !:-" >Tj ...= .A 8 !l <>· ~ " " ·a = ... ~ ;s" ... ~ ...- ~ ..." =- =" 0 ,..._. " ..." = a;:" = ;; .c ;; .:1 ..." = ;; ·.: " = ...... " ;; .c" ..." ;; ..." i:.: ~d" i:.: = ...... > ...... :< z z" z ~ .." " " a;:" .c= ~ "... " ... " -.:1 ~ Q Q = ... .5 Z' " - " C-6 l'ol ... " -=- ... ;; " ;; .. = .. .. Q.,~ ;; " > < <" < 0 " > ·- ...... " ...... ,-.,J ~ Q Q- (.;I= " =~ ... ;. = "' "' N= "~ ~ ~ " ~ Original well owner Well address Well location County " O' 0 - "'- "' C- ~ =" 2220041 222 II Jim Lockerby 4266 Deming Road NWY.SWY. sec. 26, T39N R4E Whatcom Qa > 5 32 16 37 N 5 2220042 222 II Ivan Hillard 4251 Mt. Baker Hwy. SEY,NWY. sec. 26, T39N R4E Whatcom Qa > 3 35 z 5 38 N (') 2220043 222 II Terry Munday SWY.NWY. sec. 26, T39N R4E Whatcom Qa > 8 22 5 30 N 2220044 222 II Loren Kirby 4000 Deming Road SEY.NEY. sec. 27, T39N R4E Whatcom Qa > 2 38 10 40 N ~ (') 2220045 222 II Sukhi Bath 3960 Mt. Baker Hwy. NEY,NWY. sec. 27, T39N R4E Whatcom Qa > 13 33 13 46 N c:: 2220047 222 II Ruth Kvamme SWY.SWY. sec. 22, T39N R4E Whatcom Qa > 5 34 II 39 N t""" 2220049 222 II E. Fullner 5952 Lawrence Road NEY,NEY. sec. 21, T39N R4E Whatcom Qa 4 34 38 N > 2220050 222 II Gerri! V. NWY.SWY, sec. 21, T39N R4E Whatcom Qa > 0 28 16 28 N :;,;:i 2220051 222 II Frank Imhoff 3120 Goshen Road SEY.NEY, sec. 20, T39N R4E Whatcom Qa 2 39 19 41 N 'Cl 2220052 222 II Nooksack Farms 6223 Lawrence Road SEY,SEY. sec. 17, T39N R4E Whatcom Qa > 0 63 14 63 N - 2220054 222 11 Rosalda Roberts NWY,NWY. sec. 20, T39N R4E Whatcom Qa 8 33 2 7 43 N 2220055 222 11 L. Littlefield NWY,SWY. sec. 18, T39N R4E Whatcom Qgdme 154 38 154 N 2220056 222 II Ray Hillyard Drilling Co. NWY.NWY, sec. 13, T39N R3E Whatcom Qgos 48 19 33 100 N 2220057 222 11 Carl Hoines 64 7 3 Lawrence Road NEY.NEY. sec. 17, T39N R4E Whatcom Qa 4 35 14 39 N 2220058 222 11 A. H. Heuthink 6506 Lawrence Road NWY,NWY. sec. 16, T39N R4E Whatcom Qa > 0 29 9 29 N 2220059 222 II 6300 Lawrence Road NWY.SWY. sec. 16, T39N R4E Whatcom Qa > 0 28 28 N 2230001 223 ll NWY.NWY. sec. 29, T38N R5E Whatcom Qa 31 19 15 13 65 N 2230002 223 II Randy Gates 3237 Mosquito Lake Road NWY,NEY. sec. 26, T38N R5E Whatcom Qgo. > 10 28 15 38 N 2230003 223 II 3636 Hillside Road NWY.NWY. sec. 19, T38N R5E Whatcom Qa > 3 43 19 46 N 2230004 223 II Tony Donato 3800 Nelson Road SWY.SEY. sec. 17, T38N R5E Whatcom Qa > 87 35 70 129 N 2230005 223 II Indian Health Service NWY.SEY, sec. 18, T38N R5E Whatcom Qa > 40 18 18 58 N 2230007 223 II Charlie Helms SWY.SWY. sec. 9, T38N R5E Whatcom Qls 69 44 69 N 2230008 223 II Beverly Carroll 4200 Valley Hwy NWY,SEY. sec. 8, T38N RSE Whatcom Qls > 65 14 28 79 N 2230010 223 II G.M. Beale 4536 Valley Hwy. SWY,SWY, sec. 5, T38N R5E Whatcom Qls > 38 18 56 N 2230014 223 II Jim Maushak 4663 Mosquito Lake Road NEY.SWY. sec. 5, T38N R5E Whatcom Qa > 21 36 8 57 N 2230017 223 11 Ralph Stattler 5199 Mitchell SEY.NEY, sec. 36, T39N R4E Whatcom Qa > 21 20 20 41 N 2230018 223 II J.E. Davis NEY,NWY. sec. 36, T39N R4E Whatcom Qa 103 6 103 N 2230019 223 II Bill Reardon SEY.NWY, sec. 33, T39N R5E Whatcom Qa IO 14 17 24 N 2230020 223 II Whatcom Co. Parks NWY.SWY, sec. 35, T39N R5E Whatcom Qa > 35 7 42 N 2230023 223 II Jerome Sterud 5794 North Fork Road NWY.NWY. sec. 27, T39N R5E Whatcom Qa 40 2 25 42 N 2230030 223 II Bill Rowland 5898 North Fork Road NWY.SEY. sec. 22, T39N R5E Whatcom Qa > 46 11 25 57 N 2240001 224 II Randy Gates NWY.NEY. sec. 26, T38N R5E Whatcom Qgo. > 10 28 15 38 N 2240004 224 II Jeremy W. Best NEY.SWY, sec. 11, T38N R5E Whatcom Qa > 2 34 24 36 N 2240005 224 11 Lee Zhick NWY.SEY. sec. 2, T38N R5E Whatcom Qa 38 38 N 3220006 322 ll Jeff Simons 1719 Silver Creek Dr. SEY.NWY. sec. 5, T36N R4E Skagit Qgom. > 114 114 N 3220012 322 II Don Henderson NWY,NWY. sec. 4, T36N R4E Skagit Qgome > 84 14 98 N 3230010 323 ll Lummi Indian Nation 6400 Saxon Road SEY.NEY. sec. 27, T37N R5E Whatcom Qa 16 3230015 323 11 Elvin Kalsbeek 2625 Valley Hwy. SEY,SEY, sec. 31, T38N RSE Whatcom Qa > 7 30 37 N 3230016 323 11 Elvin Kalsbeek 2625 Valley Hwy. SW'!.NWY, sec. 32, T38N R5E Whatcom Qa > 11 28 39 N 3230017 323 11 Miriam Younce 3086 Standard Road NE'!.SWY. sec. 29, T38N R5E Whatcom Qa 70 9 79 N 4210001 421 II Jason Rozema 9067 Bayview Edison Rd NWY.NEY. sec. 19, T35N R3E Skagit Qgdme 35 50 55 91 140 N 4210002 421 II Dave Grant SEY,SEY. sec. 20, T35N R3E Skagit Qgdme 77 64 126 141 N 4210004 421 II Inman Island View Farm NEY.NWY. sec. 21, T35N R3E Skagit Qa 35 20 12 55 N 4210005 421 II Scott Paper Co. NEY.SWY. sec. 23, T35N R3E Skagit Qa > 78 12 IO 120 N 4210007 421 II Mark LeAnder NEY.SWY. sec. 10, T35N R3E Skagit Qa 19 26 8 45 N 4210008 421 11 Norm Dalstead SWY.NWY, sec. 9, T35N R3E Skagit Qa > 84 21 19 105 N 4210009 421 11 Darlene Hendon 1981-A Gripp Road SE'!.NEY. sec. 4, T35N R3E Skagit Qa 107 25 107 132 N 4210010 421 11 Dave Day NWY,NEY. sec. 3, T35N R3E Skagit Qa 70 31 38 105 139 N 4210012 421 11 Blanchard Edison Water Assn. NWY,SEY. sec. 35, T36N R3E Skagit Qgdm. 203 5 42 15 3 123 268 N 4210013 421 11 Trillium Corp.-Bill Maris NWY.NEY, sec. 35, T36N R3E Skagit Qgdm6 23 200 192 223 N ZS - " .. ~" ~" - =c:, .c ..," - " ~-" " c:, "' ~" -"' ~ :: .." ZS e "' "' "' - .!! ..,~- " " " "' "' .:.:" "' " = Q, .. .:.:= "' .:.:=" = ~ .!! .!: Q,I " " " "ii= = t, .c" .:l .:.:" .:.:= " .:.:= .... .c =" e"" = ;s" ;§ c:, C. !:" .S' J, 8 ~ e ..,~- : ;§" .., " = ·e " .., :s Q, .., "= " .., i;::: :s " = ,-.- " = " ..,"= ;; .c ;; .c" ;; E .; "Q, ex: ex: g/' ex: = ·;: "e = ...... " ...... c:, .:.: ii= ·s;," i;::: .. .!! .!! :z Q:z .." :z " .." " c:, " .c= .." 3- c:, Q Q = .. = .." .c-- " r;.l " <] = -; :; .. .. .5 ..,.. ·- z-. ..,.. ;; ..,.. < < 0 " " .." ..,=~ " .. =-~ ~ ~ ;. ~ Q Q-" ~ Original well owner Well address Well location County " 0= 0 -"' -"' ....= "'- .., Q~ ~ =" 4210015 421 II Mike Schafer 1424 Lookout Lane SEY.SW\/, sec. 26, T36N R3E Skagit Qa" 13 150 31- 175 196 N 4220001 422 11 George Wallace I 057 Pulver Road SWY..SW\/, sec. 19, T35N R4E Skagit Qa 54 22 3 9 77 N 4220002 422 II Mukhtiar Neger NEY.NEY.. sec. 24, T35N R3E Skagit Qa 22 28 25 12 75 N 4220003 422 II R. O'Donnel SWY..SEY.. sec. 13, T35N R3E Skagit Qa > 340 60 210 400 N 4220004 422 11 Dan's Dairy 978 Gardner Road SWY..SWY, sec. 21, T35N R4E Skagit Qa > 30 40 16 70 N 4220005 422 II Dan's Crop Farm District Line Road SEY,SEY, sec. 21, T35N R4E Skagit Qa > 108 119 8 119 N 4220006 422 II Skagit River Woods SEY..SWY.. sec. 16, T35N R4E Skagit Qa 152 16 152 N 4220007 422 II Eugene Wilson 842 District Line Road SWY..NWY.. sec. 15, T35N R4E Skagit Qa 25 44 226 14 295 N 4220008 422 II Bayview Farms SWY,NEY.. sec. 13, T35N R3E Skagit Qa 160 15 15 98 180 N 4220010 422 II Anderson, Bud, and Gretchen 1577 Allen Road NEY.NEY.. sec. 13, T35N R3E Skagit Qgdm0 > 138 30 96 168 N 4220016 422 II Avalon Links Golf Course NE'/.NW'/. sec. 17, T35N R4E Skagit Qgdme > 106 128 141 234 N 4220019 422 II Breum, Raymond & Ardlyn Union Road SEV,SEV, sec. 10, T35N R4E Skagit Qgdm. 169 86 169 N 4220020 422 II David Mischke Cully Road SEY.SEY.. sec. 11, T35N R4E Skagit Ogdm0 > 103 59 130 162 N 4220022 422 II Randy Manske NE'/.NWY.. sec. 11, T35N R4E Skagit Qgdme 400 151 400 N 4220024 422 II John Mickiernan Valley View Road NEV,SWY.. sec. 9, T35N R4E Skagit Qgdme > 150 31 79 3 200 263 N 4220026 422 II Ken Ellis 1825 F &S Grade Road SWY..NWY.. sec. 9, T35N R4E Skagit Qgdme > 130 24 130 154 N 4220035 422 II Jack Burns 1532 Allen Road SEY.SW\/, sec. 12, T35N R3E Skagit Qgt 158 103 158 N 4220036 422 II Rod Ploeg 1558 Samish Heights Rd NW'/,NEV, sec. 12, T35N R3E Skagit Qgdm. 108 38 13 125 159 N to 4220037 422 II Joel King NWY.NWY. sec. 12, T35N R3E Skagit Qgdme > 60 110 137 170 tI1 N r' 4220040 422 II Ray Lundgren 631 Hobson Road SEY.NEY.. sec. I, T35N R3E Skagit Qgom. 197 66 9 248 272 N r' 4220044 422 II Northern Development- 1996 Gripp Road NWY..SWY.. sec. 2, T35N R4E Skagit Qgdme > 329 6 157 335 N z S. Barron a 4220046 422 II Scott Blade Park Ridge Lane SWY..SEY.. sec. 33, T36N R4E Skagit Qa 64 16 32 48 78 143 238 N :::z:: 4220047 422 II Park Ridge Lane SE'/,SE\/, sec. 32, T36N R4E Skagit Qgdme > 177 38 145 215 N > 4220050 422 II Upper Skagit Indian Tribe Bow Hill Road SWY..SE\/, sec. 31, T36N R4E Skagit Qgdme 149 45 131 178 325 N ~ 4220052 422 II Bob Swanson SWY.SWY. sec. 36, T36N R3E Skagit Qgdme > 274 11 258 285 N 4220054 422 11 Don Wade 340 Colony Road SWY..NWY.. sec. 30, T36N R4E Skagit Qgdme 146 47 140 146 N 0 4220055 422 II Skagit Speedway Route I NWY..SWY.. sec. 29, T36N R4E Skagit Qgdme > 121 27 121 148 N -0 4220056 422 II Mark Cornett SWY..SEY.. sec. 29, T36N R4E Skagit Qgt > 318 7 280 325 N 0 Qa 0 4220057 422 II Double Creek/WM Stiles SEY,NW'/, sec. 33, T36N R4E Skagit 460 278 460 N 0 4220058 422 II Jeff Choffel NEY,NWY. sec. 35, T36N R4E Skagit Qgt 337 8 218 345 N ,0 4220060 422 11 Ed Robinson NWY..SWY, sec. 27, T36N R4E Skagit Qgdme 112 98 16 185 226 N c:::: 4220061 422 11 Dave Willis 3 23 Harty Lane NWY.SEY, sec. 21, T36N R4E Skagit Qgome 0 25 73 67.5 98 N > 4220062 422 11 Clay Ericson NW'/,SE'/. sec. 20, T36N R4E Skagit Qgom. > 196 22 129 218 N t:J 4220063 422 II Charlie Ash SWY..SW\/, sec. 20, T36N R4E Skagit Qgdm. 156 4 100 160 N ~ 4220064 422 II Keith Bookey SE'/,SW'/, sec. 24, T36N R3E Skagit Qgdm. > 242 II 233 253 N z 4220065 422 11 David Gerg 333 Deer Trails Lane NEY,NW'/, sec. 24, T36N R3E Skagit Qgdme 310 310 N a 4220072 422 II Loren Schmidt SEV,SWY, sec. 23, T36N R4E Skagit Qgom. 210 5 I 201 216 N r' 4220074 422 II Richard Spink 211 Colony Road NW'/,NEY.. sec. 18, T36N R4E Skagit Qgdme 154 19 48 10 221 N .m ~ rJl> z:::z:: a >-3 0z .i:,. V, Washington Division of Geology and Earth Remurces Raymond Lasmanis, State CcolQ&!lt lnfonnation Circular 91 January 2001 ' jf ' - - ' \ Hill,' ..,._j,, ,,WASH INGTON STATE DEPARTMENT OF ·'I ~Im! Natural Resources Dou g Sutherland - Commis1ioner of Pu blic L,1nds Ti OR01W ., '"'-._ " PLATE 1 .,. ·~ - • .,- RECONNAISANCE INVESTIGATION OF SAND, GRAVEL, AND QUARRIED BEDROCK RESOURCES IN THE BELLINGHAM 1:100,000 QUADRANGLE, WASHINGTON 0 Jeffrey S. Loen, William S. Lingley, Jr., .,. Garth Anderson, and Thomas J. Lapen with digital cartography by Charles Carurhers, Phung Ho, and Anne Heinitz ~- EXPLANATION ff Location of water well used in this study for subsurface Information Ji / t-- L I 'II. Location of geotechnical or other borehole used in this study V Sampling site for laboratory test of strength and durab!llty of gravel or rock., (Does not include analyses from most mines. Analyses from mines are described in Appendix 2) j_ ~· l J / e--J).!. I • location of geologic observations used in this report Lummi 0 ., I Indian -... • Small gravel pit, borrow pit, or quarry. Most of these mines are used 1 for forest road maintenance or construction and/or do not significantly Reservation influence the market at this time -,~I. ..., -.....---,.·I l!!I Depleted or abandoned small gravel pit, borrow pit, or quarry. Includes mines with terminated state reclamation permits, reclaimed sites, and mines that cannot be operated owing to changes in land use {for example,. if the site has been flooded T38R01E ' T38R02E WMM1 by a reservoir) BAY Large active mine. Includes Intermittently operated sites and a few • sites that may have been abandoned, but are not reported as such 48'45' Large depleted or abandoned mine >.·cs, • Belling11am Potential extent of ''hypothetical undiscovered" sand and gravel D reserves, most of which meet threshold criteria for strength, durability, thickness, areal extent, and clast·size distribution and are not buried under thick layers of overburden. (See t~t for further explanation) .... Bay D Potential extent of "speculative undiscovered" bedrock reserves, I most of which meet threshold criteria for strength, durability, thickness, and areal extent, and are not buried under thick layers of overburden. (See text for further explanation) Potential extent of "speculative undiscovered" bedrock reserves that D locally meet the threshold criteria, but are composed mostly of weak lithologies that are unsuitable for construction aggregate Point Franol& TW Contour showing possible thickness of some hypothetical gravel deposits meeting the threshold criteria (50 foot interval.. half contours dashed) ~x":- . j I " 'i_- \ 0 ' Q ~ Samis11 \ 0 Bay 0 2 3 4 5 I MILES l< J -I Scale 1 :100,000 Guemes TOPOGRAPffiC CONTOUR INTERVAL 200 FEET ~ i ' 0 ~. .,,,. IS18nd I """"'"'""' '> - .l_ [) ,· .~ • Lambert Conformal Conic Projection 1927 North American Datum 1tsLAND "' l J,.. I Washington State Plane Coordinate System, South Zone Q ~ ~·-1' -"A-cl Other base map information from the Washington Department of ·~ T35Ml ~ it.....J !'1.,,.,,.,.1 Natural Resources, Geographic Information System Database - 2000 '%.,.- l, Ji\,~ Lfh I Washington Division of Geology and Earth Resources · Anacortes ,-'- / ,I ' 'f--b, .f .-, ~ I J r-----'-~- "-'-~ < / 'l. Bricl:y.,m ' ; __, ,'r- r <8'30' L- P, r ;:f' '- 123'oo' ,22·30· 122'00'