Gregory L. Fox, PhD. U.S. Army Central Identification Laboratory 310 Worchester Avenue Hickam AFB, HI October 2002

Size: px
Start display at page:

Download "Gregory L. Fox, PhD. U.S. Army Central Identification Laboratory 310 Worchester Avenue Hickam AFB, HI October 2002"

Transcription

1 Search and Recovery Report 2002/CIL/069, Recovery Scene KN-0885, a Secondary and Primary Burial Recovery Scene in Shin- Hungri Village, Changjin District, South Hamkyong Province, Democratic People s Republic of Korea, 7 Through 14 September 2002 by Gregory L. Fox, PhD U.S. Army Central Identification Laboratory 310 Worchester Avenue Hickam AFB, HI October 2002

2 TABLE OF CONTENTS INTRODUCTION 1 BACKGROUND 1 RECOVERY SCENE LOCATION 3 DESCRIPTION OF RECOVERY SCENE 4 FIELD METHODS 5 ARCHAEOLOGICAL FINDINGS 9 CONCLUSIONS AND RECOMMENDATIONS 13 FIGURES Figure 1. Approximate location of recovery scene KN-0885, Democratic People s Republic of Korea. 2 Figure 2. Topographic location of recovery scene KN Figure 3. Recovery scene overview, KN-0885, view east. 4 Figure 4. Soil profile west wall excavation unit 500N-500E, view west. 5 Figure 5. Secondary burial after witness exposed burial pit (Feature 1). 6 Figure 6. Test Pits 1 (right) and 2 (left) after removal of vegetation. 6 Figure 7. Test Pit 3 prior to excavation in area where witness identified primary Figure 8. burial recovery scene. 7 Test Pit 3 after excavation, but prior to completing screening excavated sediments. 7 Figure 9. Plan map of KN Figure 10. Top level of Feature 1 exposed in basin-shaped pit, view northeast. 9 Figure 11. Plan and profile of Feature 1, the secondary burial. 10 Figure 12. Completed excavation of Feature 1, view southwest. 10 Figure 13. Feature 2, elliptical primary burial pit. 11 Figure 14. Plan view, Feature 2 primary burial, KN Figure 15. Profile, Feature 2 primary burial, view north. 12 Figure 16. Intact skeletal articulations, Feature 2, primary burial. 13

3 Search and Recovery Report 2002/CIL/069, Recovery Scene KN-0885, a Secondary and Primary Burial Recovery Scene in Shin- Hungri Village, Changjin District, South Hamkyong Province, Democratic People s Republic of Korea, 7 Through 14 September 2002 U.S. ARMY CENTRAL IDENTIFICATION LABORATORY HAWAII 3 October 2002 INTRODUCTION Between 7 and 14 September 2002, a joint United States Army Central Identification Laboratory Hawaii (CILHI) and Democratic People s Republic of Korea-Korean People s Army (D.P.R.K.-KPA) team excavated a recovery scene including a disturbed primary burial in Shin- Hungri Village, Changjin District, South Hamkyong Province, D.P.R.K. (Figure 1). This recovery was accomplished during Joint Recovery Operation (JRO) 28. The team excavated approximately 96 m 2 of sediments, including a secondary burial feature and the primary burial feature at the recovery scene. Average depths of the excavation ranged from 20 to 25 cm below surface (b.s.). Osseous remains, dental prostheses, and other material evidence were recovered from the excavation units and features. The Recovery Leader/Anthropologist (RL/A) closed the recovery scene on 14 September All recovered materials underwent a Joint Forensic Review with the KPA Anthropologist at the Unsan base camp on 19 September All materials detailed above were accessioned into the CILHI on 27 September 2002 under accession number CILHI The location was initially designated JRO 28-P (redesignated formal recovery scene number KN-0885 at the conclusion of the JRO 28 mission). BACKGROUND On 6 September 2002 the KPA brought an elderly unnamed female witness to project area JRO 28-N to provide additional information on a possible burial feature at that location. During the course of the investigation interview, this individual revealed that a local farmer had discovered and reburied human remains in May of She indicated a field approximately 100 m to the southwest of the JRO 28-N project area. The KPA brought the field supervisor, Mr. Ahn Chun-San, 40 years of age, to the recovery scene N area. Mr. Ahn led the Investigation Element 2-2 (IE 2-2) team to two locations in a nearby field. The witness (Mr. Ahn) has been working in Shin-Hungri village for the last ten years. He was assigned last year as a supervisor for the potato field located southwest of the Shin-Hungri village work center across from the railroad tracks. He had heard rumors that there were bones buried in the field, but they had never been found. On 17 May 2002 he was plowing in the

4 KN-0885 Figure 1. Approximate location of recovery scene KN-0885, Democratic People s Republic of Korea. potato field when he uncovered two finger bones. Upon further investigation he unearthed an entire human skeleton buried in an extended position. He found neither identification tags nor personal effects with the remains. For further clarification and advice, he contacted the village Page 2 of 14

5 doctor, who was unable to determine the racial origin of the bones. After digging out the skeleton he put the bones in a bag and reburied them in a ditch approximately 20 meters southwest of their original location. He dumped the bones out of the bag into the ditch and covered them with soil. Mr. Ahn led IE 2-2 to the location where he had buried the remains. Using his hands, he pulled back the grass, removed some soil, and exposed several possible human skeletal elements. The IE collected several of the elements. In addition, Mr. Ahn indicated the approximate location where he thought he had excavated the possible human remains, although he was uncertain of the exact location. The following day, 7 September 2002, Recovery Element 2 (RE2) was dispatched to this location to begin a recovery of the possible human remains. RECOVERY SCENE LOCATION Recovery scene KN-0885 is located approximately 100 m southwest of the junction of Route 5 and a north to south narrow gauge railroad (Figure 2). The recovery scene is located within the boundary of Shin-Hungri Village, Changjin District, in South Hamkyong Province. The exact location of the recovery scene was plotted using a military protractor and topographic map using the Military Grid Reference System (MGRS) as 52T CK The topographic map that was used in association with resection to plot the recovery scene location is: Map-Changjin Korea; Sheet-3226; Series-L754; Edition-2-KAMC, Scale-1:50,000; Datum- WGS-84 (Figure 2). KN-0885 Figure 2. Topographic location of recovery scene KN Topographic map, Changjin Korea; Sheet-3226; Series-L754; Edition-2-KAMC; Scale-1:50,000; Datum- WGS-84 Datum. Page 3 of 14

6 DESCRIPTION OF RECOVERY SCENE The recovery scene is located in a potato field south and west of a narrow gauge railroad line (Figure 3). The general location is in the center of a southwesterly trending, flat-floored valley, approximately 15 m north of a stream that eventually flows into the Changjin-Ho reservoir. The recovery scene consists of two distinct loci: a secondary burial (Feature 1) in the grassy edge of the potato field, and the remains of a recently disturbed primary burial (Feature 2) on the western slope of a low (1 m high) ridge on the floodplain. The recovery scene is located on the T-1 terrace of the valley terrace system. In addition to the areas described above, several isolated and weathered fragments of possible human remains were located on the stream-level terrace (T-0). Figure 3. Recovery scene overview, KN-0885, view east. Vegetation at the primary burial location consists of cultivated potato plants. Vegetation in the grassy edge of the field consists of tall grasses and forbs. Vegetation in the stream-level terrace consists of low bushes, scattered clumps of grass, and seedling trees. Soils at the recovery scene are intensively cultivated, reddish tan, sandy loams with a high frequency of granite gravel. The top 10 to 15 cm of soil constitutes the plow zone. Underlying this disturbed level is a layer of large-grained orange/tan sand. Underlying the sand is an orangetan clay zone with a high sand content containing gravel- to cobble-sized granite inclusions. The low ridge is represented by poorly sorted alluvial deposits of granite cobble and pebble concentration with large grain orange/tan sand interspersed. Page 4 of 14

7 Soils at this location are deeply plowed into the basal levels of the primary burial. The configuration of the potato field is such that the crops are grown on raised ridges of cultivated soils that are constructed from deeply plowed sediments (Figure 4). This practice has severely impacted the primary burial feature. 124 Figure 4. Soil profile west wall excavation unit 500N-500E, view west. FIELD METHODS The IE2-2 was led to this recovery scene by the witness on 6 September Upon arriving at the recovery scene the witness led the team to the location of the secondary burial (Figure 5) where the team collected numerous fragments of possible human remains. In addition, the team performed a brief surface search at the location where the witness indicated he collected the remains in the potato field. The team collected a fragment of possible human remains at this location. The recovery team returned to the recovery scene on 7 September The team Explosive Ordnance Disposal (EOD) technician performed a metal detector search in the area where the witness indicated he had initially collected the possible human remains. That search revealed tin can parts and nails. Subsequently, the team performed an intensive surface search of this area but failed to locate additional human remains. RE2 did locate several weathered fragments of possible human remains south of the field edge and adjacent to the dry streambed during the intensive surface search. The RL/A established two 1-x-1-m test pits over and around the location of the secondary burial (Feature 1). The northern test pit was designated Test Pit 1 and the southern unit was designated Test Pit 2 (Figure 6). Vegetation was removed from the area, and the surface was hand troweled to reveal the outline of the burial pit excavated by the witness. The burial feature was not a ditch as reported by the witness, rather, it was a shallow hand-dug pit. Human remains in the pit were excavated with trowels, bamboo picks, and soft brushes to expose the commingled remains. The remains were photographed after exposure, and then the top portion was removed. A second set of photographs was taken and the remainder of the remains were removed from the pit. The pit was mapped and diagrammed. Recovered human remains were dry-brushed in the field, placed in provenience-labeled plastic bags, and subsequently cleaned in the Changjin base camp. Page 5 of 14

8 Figure 5. Secondary burial after witness exposed burial pit (Feature 1). Figure 6. Test Pits 1 (right) and 2 (left) after removal of vegetation. Secondary burial (Feature 1) exposed in Test Pit 1. View northwest. In the area of the reported primary burial, a 4-x-2-m test unit (Test Pit 3) was established at the location where the witness indicated he had plowed up the remains (Figure 7 and 8). No remains were recovered at this location during the test excavations. During the course of excavations at Test Page 6 of 14

9 Pit 3, while harvesting the potato crop to the west of the unit, the KPA encountered possible human remains. A 12-x-12-m excavation grid was established incorporating the 4-x-2-m test unit. The excavation units were designated by the southwest corner (e.g., 500N-500E). Although nine excavation units were planned, only six units were subsequently excavated. Within this 12-x-8-m area, a disturbed primary burial feature (Feature 2) was identified in units 504N-504E and 500N- 504E (Figure 9). The excavation units were excavated using shovels and the burial pit was excavated using hand tools including dental picks, soft brushes, and trowels. Figure 7. Test Pit 3 prior to excavation in area where witness identified primary burial recovery scene. View northwest. Figure 8. Test Pit 3 after excavation, but prior to completion of screening excavated sediments. View northeast. Page 7 of 14

10 GRASSY AREA TEST PIT 2 TEST PIT 1 T-0 T-1 STRATIGRAPHIC TRENCH TEST PIT 3 Figure 9. Plan map of KN Page 8 of 14

11 All sediments were screened through one-quarter inch mesh. The team photographer documented all activities throughout the course of the investigation. The RL/A maintained field notes throughout the course of the excavation. A significant problem encountered during the field investigation was the fact that it was difficult to restrain the KPA team members from digging and collecting bone in excavation grid units that were not undergoing active systematic investigation. In addition, upon the initial discovery of the primary burial feature (Feature 2), the KPA Anthropologists and members of the KPA team leadership started excavating the feature before it was fully exposed and defined. The RL/A was unable to prevent their activities; however, the RL/A eventually was able to expose and map the feature before the KPA had the opportunity to obliterate the feature margins. ARCHAEOLOGICAL FINDINGS Recovery scene KN-0885 represents the recent disturbance of an apparently intact primary burial with the subsequent removal of disturbed human remains to a secondary location at the edge of the field. The secondary burial (Feature 1) (Figure 10) mainly contained large skeletal elements, and its content and configuration were consistent with the witness s statement. The burial feature was contained entirely within the boundaries of Test Pit 1. The feature was roughly rectangular and was approximately 68 cm long north to south by 65 cm wide east to west (Figures 11 and 12). The feature had a maximum depth of 41 cm b.s. as measured from the southeast corner of the unit. The feature had sloping sides with the base considerably smaller than the top of the excavated burial pit. Feature fill was indistinguishable from the surrounding sediment matrix; however, the feature fill sediments were relatively loose and lacked extensive root activity, while the surrounding sediments were compact with a high concentration of root activity. The remains within the burial pit were extensively disarticulated and commingled. The configuration of the collection of skeletal elements within the feature was consistent with the witness s description of the reinterment. However, the remains were not placed in a ditch as expressed by Mr. Ahn; rather, they were placed within a small hand-excavated pit. Figure 10. Top level of Feature 1 exposed in basin-shaped pit, view northeast. Page 9 of 14

12 TEST PIT 1 TEST PIT Figure 11. Plan and profile of Feature 1, the secondary burial. Figure 12. Completed excavation of Feature 1, view southwest. Page 10 of 14

13 Remains were recovered from unit 504N-504E. Along the southern edge of this unit was a dark stain at approximately 20 cm b.s. Excavations proceeded in 500N-504E where an elliptical feature (Feature 2) was identified (Figure 13). Feature 2 was determined to be a disturbed primary burial located slightly to the west of the witness s originally indicated location. Figure 13. Feature 2, elliptical primary burial pit. View southeast. Feature 2 was defined as a 2.5 meter long by 1.0 m wide, shallow, basin-shaped pit approximately 25 cm deep from the top of the plow zone (Figures 14 and 15). The burial feature contained articulated sets of skeletal elements, primarily lower legs and feet, at the western end of the feature (Figure 16). Scattered skeletal elements were recovered from the burial fill and in the plow zone above and around the feature. The skeletal articulations were labeled Articulations 1 through 4 and were collected and bagged individually. A total of six 4-x-4-m excavation units was completed. In order to define the limits of disturbances around Feature 2, units adjacent to the feature were excavated in 2-x-4-m segments around the feature. As a result, the limits of the disturbed and transported remains from the primary burial were defined (see Figure 9). Remains were recovered from the western one-half of 504N- 508E, western one-half of 500N-508E, southern one-half of 504N-504E, the northern one-half of 500N-504E, the eastern one-half of 504N-500E, and the eastern one-half of 500N-500E. The distribution of remains in the field around the burial is consistent with being transported from the primary burial location through plowing activities. Page 11 of 14

14 124 Figure 14. Plan view, Feature 2 primary burial, KN Figure 15. Profile, Feature 2 primary burial, view north. Page 12 of 14

15 Figure 16. Intact skeletal articulations, Feature 2, primary burial. Red numbers indicated articulated segments. View south. Feature 2 contained a thin band of black rubber-like material under and around one of the skeletal element articulations. In addition, a single shredded fragment of relatively new clear plastic was recovered from the burial pit fill. It is the RL/A s opinion that the clear plastic was probably introduced into the fill during agricultural activities. The black rubber-like material may have been interred with the individuals at the time of burial. In addition, three Burst of Glory U.S. military uniform buttons were recovered from the Feature 2 fill. Possible dental prosthesis portions were recovered from both Features 1 and 2. In addition, a stainless steel-like radio or telephone jack was recovered from the Feature 1 fill. CONCLUSIONS AND RECOMMENDATIONS Recovery scene KN-0885 is comprised of a primary and secondary burial. The secondary burial at this location reportedly represents the farmer s collection of possible human skeletal elements from the primary burial location and the subsequent re-interment at the edge of the field. The presence of highly weathered possible human skeletal elements on the T-O terrace at the edge of the field may represent earlier disturbances to the burial recovery scene and the discard of individual elements outside of the cultivated field. Page 13 of 14

16 Search and Recovery Report: 2002/CIU069 The RUA suspended operations at the recovery scene on 14 September The potential for this recovery scene to yield additional remains is very low. However, it is recommended that the KPA Investigation Elements continue to investigate the general area to locate any additional remains. This should include intensive pedestrian interviews of additional local villagers. Page 14 of 14

December 13, Kirk Shields Green Mountain Power 163 Acorn Lane Colchester, VT 05446

December 13, Kirk Shields Green Mountain Power 163 Acorn Lane Colchester, VT 05446 December 13, 2017 Kirk Shields Green Mountain Power 163 Acorn Lane Colchester, VT 05446 RE: End of Field Letter for Archaeological Phase II Site Evaluation at Site VT-CH-1218 within the Proposed Milton

More information

CHAPTER 4. Blue Heron Site (47Je1001) 2003 Investigations. By Chrisie L. Hunter

CHAPTER 4. Blue Heron Site (47Je1001) 2003 Investigations. By Chrisie L. Hunter CHAPTER 4 Blue Heron Site (47Je1001) 2003 Investigations By Chrisie L. Hunter Introduction The Blue Heron site (47Je1001) is on the property of the Crescent Bay Hunt Club, which is located in the NE 1/4

More information

Archaeological Survey and Evaluation at 8954 El Dorado Parkway, El Cajon, San Diego County, California

Archaeological Survey and Evaluation at 8954 El Dorado Parkway, El Cajon, San Diego County, California April 16, 2013 Ms. Andrea Bitterling Helix Environmental Planning, Inc. 7578 El Cajon Blvd., Suite 200 El Cajon, California 91942 Re: Archaeological Survey and Evaluation at 8954 El Dorado Parkway, El

More information

AN ARCHAEOLOGICAL SURVEY FOR THE EASTHAM STATE PRISON FARM UNIT PROJECT IN HOUSTON COUNTY TEXAS

AN ARCHAEOLOGICAL SURVEY FOR THE EASTHAM STATE PRISON FARM UNIT PROJECT IN HOUSTON COUNTY TEXAS AN ARCHAEOLOGICAL SURVEY FOR THE EASTHAM STATE PRISON FARM UNIT PROJECT IN HOUSTON COUNTY TEXAS Antiquities Permit 5693 By William E. Moore and Edward P. Baxter Brazos Valley Research Associates Contract

More information

Monitoring Report No. 022 GREENCASTLE BURIALS GREEN CASTLE COUNTY DOWN LICENCE NO. N/A PHILIP MACDONALD

Monitoring Report No. 022 GREENCASTLE BURIALS GREEN CASTLE COUNTY DOWN LICENCE NO. N/A PHILIP MACDONALD Monitoring Report No. 022 GREENCASTLE BURIALS GREEN CASTLE COUNTY DOWN LICENCE NO. N/A PHILIP MACDONALD Monitoring Report No. 022 Greencastle Burials (SMR No. Down 057:017) Greencastle Co. Down Philip

More information

Table 9. FAI accession log

Table 9. FAI accession log Table 9. FAI-02045 accession log UA Accession # FS # Depth (cm BS) Artifact Type n= Material Color UA2010-187-0001 1 5-10 utilized flake 1 basalt black UA2010-187-0002 2 5-10 flake 1 chert black UA2010-187-0003

More information

AN ARCHAEOLOGICAL SURVEY FOR THE DCP MIDSTREAM THREE RIVERS PLANT TO CGP 51 PROJECT IN LIVE OAK COUNTY, TEXAS

AN ARCHAEOLOGICAL SURVEY FOR THE DCP MIDSTREAM THREE RIVERS PLANT TO CGP 51 PROJECT IN LIVE OAK COUNTY, TEXAS AN ARCHAEOLOGICAL SURVEY FOR THE DCP MIDSTREAM THREE RIVERS PLANT TO CGP 51 PROJECT IN LIVE OAK COUNTY, TEXAS By William E. Moore Brazos Valley Research Associates Contract Report Number 251 2011 AN ARCHAEOLOGICAL

More information

Appendix 2 - List of Units according to Grid Square

Appendix 2 - List of Units according to Grid Square Appendix 2 - List of Units according to Grid Square Includes units excavated in previous seasons but discussed in the report Explanation of s Disturbance Deposits dating to the period of disturbance at

More information

Roman Farm, Nettleden, Hemel Hempstead, Hertfordshire

Roman Farm, Nettleden, Hemel Hempstead, Hertfordshire Roman Farm, Nettleden, Hemel Hempstead, Hertfordshire An Archaeological Watching Brief for Mercantile Land Development Ltd by Siân Anthony Thames Valley Archaeological Services Ltd Site Code RFN01/82 October

More information

Starting at Rock Bottom

Starting at Rock Bottom Starting at Rock Bottom At rock bottom of the Brushy Creek site s geological column lies the first clue to human habitation: A smelting and heattreating furnace, and mold, carved into Bed Ked: Figure 15

More information

THE CROOKS GAP HOUSEPIT SITE AND OTHER NEARBY MID-HOLOCENE HOUSEPITS

THE CROOKS GAP HOUSEPIT SITE AND OTHER NEARBY MID-HOLOCENE HOUSEPITS Volume 56(1 ), Spring 2012 The Wyoming Archaeologist THE CROOKS GAP HOUSEPIT SITE AND OTHER NEARBY MID-HOLOCENE HOUSEPITS by Craig S. Smith Marcia Peterson INTRODUCTION This article summarizes excavation

More information

Evaluation/Monitoring Report No. 152

Evaluation/Monitoring Report No. 152 Evaluation/Monitoring Report No. 152 150m west of 7 Portmore Rd. Portmore Lower Ballinderry County Antrim LICENCE NO.: AE/07/241 David McIlreavy 1 Site Specific Information Site Name Townland County :

More information

Evaluation/Monitoring Report No. 259

Evaluation/Monitoring Report No. 259 SITE 100M EAST OF 16 LEARMORE ROAD CASTLEGORE CASTLEDERG COUNTY TYRONE LICENCE NO.: AE/13/36E NAOMI CARVER 1 Site Specific Information Site Name: 100m east of 16 Learmore Road, Castlederg, Co. Tyrone Townland:

More information

Work Conducted in August 2018

Work Conducted in August 2018 Kelly Nieforth Economic Development Manager City of Oshkosh 215 Church Avenue Oshkosh, W 54903 August 31, 2018 RE: Update #9: August 1 to 31, 2018 Archaeological Data Recovery at the Golf Course Site (47WN0049)

More information

Midterm Review. Nata/Lee

Midterm Review. Nata/Lee Name: 1. Which statement best supports the theory that all the continents were once a single landmass? (1) Rocks of the ocean ridges are older than those of the adjacent sea floor. (2) Rock and fossil

More information

Bioarchaeology of the Near East 3:53 58 (2009) Short Fieldwork Report: Tell Majnuna (Syria), seasons A. Sołtysiak, A. Chilińska-Drapella

Bioarchaeology of the Near East 3:53 58 (2009) Short Fieldwork Report: Tell Majnuna (Syria), seasons A. Sołtysiak, A. Chilińska-Drapella Bioarchaeology of the Near East 3:53 58 (2009) Short Fieldwork Report: Tell Majnuna (Syria), seasons 2007 2008 A. Sołtysiak, A. Chilińska-Drapella (published online on www.anthropology.uw.edu.pl) Short

More information

Correlation of gravel deposits from trenching project on Alder Creek fluvial terrace near Point Arena, California

Correlation of gravel deposits from trenching project on Alder Creek fluvial terrace near Point Arena, California Correlation of gravel deposits from trenching project on Alder Creek fluvial terrace near Point Arena, California Aletha Lee Department of Geology and Geography, West Virginia University, White Hall, Morgantown,

More information

Report on the Geophysical survey undertaken at Kouphovouno between 28 th June and 2 nd July.

Report on the Geophysical survey undertaken at Kouphovouno between 28 th June and 2 nd July. Report on the Geophysical survey undertaken at Kouphovouno between 28 th June and 2 nd July. Introduction: A team comprising of two undergraduate students (Anna Moles & James Taylor) and two postgraduates

More information

CHAPTER 7 GEOLOGY AND SOILS

CHAPTER 7 GEOLOGY AND SOILS CHAPTER 7 GEOLOGY AND SOILS 7.1 General Geology of the Area Based on the Geological map compiled by Cornec (2002) the area consists of Miocene/Pleistocene deposits as seen in figure 7.1. These are geologically

More information

Page 1 of 9 Name: Base your answer to the question on the diagram below. The arrows show the direction in which sediment is being transported along the shoreline. A barrier beach has formed, creating a

More information

Archaeological Survey and Assessment of Four Wastewater Interceptor Routes in Garner, Wake Co., N.C. (EPA C )

Archaeological Survey and Assessment of Four Wastewater Interceptor Routes in Garner, Wake Co., N.C. (EPA C ) Archaeological Survey and Assessment of Four Wastewater Interceptor Routes in Garner, Wake Co., N.C. (EPA C370623-02) By H. Trawick \vard R. P. Stephen Davis Prepared by the Research Laboratories of Anthropology

More information

Name: Which rock layers appear to be most resistant to weathering? A) A, C, and E B) B and D

Name: Which rock layers appear to be most resistant to weathering? A) A, C, and E B) B and D Name: 1) The formation of soil is primarily the result of A) stream deposition and runoff B) precipitation and wind erosion C) stream erosion and mass movement D) weathering and biological activity 2)

More information

EEEEEEE. 7 nd-a1?2 ii7 STATEMENT OF NEGATIVE FINDINGS ON THE TEST EXCAVATIONS 1;1

EEEEEEE. 7 nd-a1?2 ii7 STATEMENT OF NEGATIVE FINDINGS ON THE TEST EXCAVATIONS 1;1 7 nd-a1?2 ii7 STATEMENT OF NEGATIVE FINDINGS ON THE TEST EXCAVATIONS 1;1 AT THE REUNION SITE -- 32WA406(U) NORTH DAKOTA UNIY GRAND FORKS DEPT OF ANTHROPOLOGY AND ARCHAEOLOGY UNCLASSFIE EEEEEEE L L LOENDORF

More information

Clyde River Landslide

Clyde River Landslide Clyde River Landslide Department of Geology, Perkins Hall, University of Vermont, Burlington, VT 05405 Abstract: This paper investigates a landslide on the Clyde River in Newport, Vermont. The landslide

More information

Waterbury Dam Disturbance Mike Fitzgerald Devin Rowland

Waterbury Dam Disturbance Mike Fitzgerald Devin Rowland Waterbury Dam Disturbance Mike Fitzgerald Devin Rowland Abstract The Waterbury Dam was completed in October 1938 as a method of flood control in the Winooski Valley. The construction began in April1935

More information

Additional Testing for Padre Dam Eastern Service Area Secondary Connection- Alternative Site Location, San Diego County, California

Additional Testing for Padre Dam Eastern Service Area Secondary Connection- Alternative Site Location, San Diego County, California Mark Niemiec Padre Dam Municipal Water District P.O. Box 719003 9300 Fanita Parkway Santee, California 92072 Re: Additional Testing for Padre Dam Eastern Service Area Secondary Connection- Alternative

More information

Pratice Surface Processes Test

Pratice Surface Processes Test 1. The cross section below shows the movement of wind-driven sand particles that strike a partly exposed basalt cobble located at the surface of a windy desert. Which cross section best represents the

More information

Diddenham Court, Grazeley, Reading, Berkshire, Phase 2

Diddenham Court, Grazeley, Reading, Berkshire, Phase 2 Diddenham Court, Grazeley, Reading, Berkshire, Phase 2 An Archaeological Watching Brief For Fenchurch Estates (Diddenham) Ltd by Steve Hammond and Simon Cass Thames Valley Archaeological Services Ltd Site

More information

Archaeology of East Oxford Project: Minchery Paddock 2012 Trench 1 Excavation Narrative report

Archaeology of East Oxford Project: Minchery Paddock 2012 Trench 1 Excavation Narrative report Archaeology of East Oxford Project: Minchery Paddock 2012 Trench 1 Excavation Narrative report Julian Stern and Olaf Bayer Introduction & Summary Trench 1 was the northern most of three trenches excavated

More information

David Moore, PacifiCorp Cultural Resources Coordinator Denise DeJoseph, Project Archaeologist

David Moore, PacifiCorp Cultural Resources Coordinator Denise DeJoseph, Project Archaeologist References DeJoseph, Denise 2011 Lewis River HPMP: Swift Camp FSC Survey Negative Results. Memo report submitted by Historical Research Associates to PacifiCorp, Portland, Oregon. Copies available at PacifiCorp,

More information

Figure 1. Map of Feather River Basin in northern California. (A) Region straddles the northwestern Sierra Nevada and Sacramento Valley.

Figure 1. Map of Feather River Basin in northern California. (A) Region straddles the northwestern Sierra Nevada and Sacramento Valley. Figure 1. Map of Feather River Basin in northern California. (A) Region straddles the northwestern Sierra Nevada and Sacramento Valley. (B) Feather River Basin with Yuba and Bear subbasins. Most hydraulic

More information

Discovery and Occurrence

Discovery and Occurrence 24. "CAPAY MAN," AN ANCIENT CENTRAL CALIFORNIA INDIAN BURIAL By Robert F. Heizer and S.F. Cook Discovery and Occurrence In November, 1950, Mr. W.F. Yerington while engaged in geological reconnaissance,

More information

The Palmer Hill Glacial-Marine Delta, Whitefield, Maine

The Palmer Hill Glacial-Marine Delta, Whitefield, Maine Maine Geologic Facts and Localities December, 2010, Maine 44 o 10 12.16 N, 69 o 37 18.93 W Text by Woodrow Thompson, Department of Agriculture, Conservation & Forestry 1 Introduction The most recent continental

More information

Observations on Surface Water in the Seminary Fen in Spring, Prepared 6/4/13 by Sam Wetterlin; updated 7/28/13

Observations on Surface Water in the Seminary Fen in Spring, Prepared 6/4/13 by Sam Wetterlin; updated 7/28/13 Observations on Surface Water in the Seminary Fen in Spring, 2013 Prepared 6/4/13 by Sam Wetterlin; updated 7/28/13 Ordinarily, a calcareous fen is primarily dependent on upwelling mineral-rich, oxygen-poor

More information

APPENDIX B: REPORT ON GEOPHYSICAL SURVEY, JULY 1998

APPENDIX B: REPORT ON GEOPHYSICAL SURVEY, JULY 1998 APPENDIX B: REPORT ON GEOPHYSICAL SURVEY, JULY 1998 by Andy Payne Introduction A geophysical survey was carried out at Le Yaudet, Ploulec h, Brittany as part of the ongoing investigation into the archaeology

More information

Oxford Options Resource Centre, Horspath Driftway, Headington, Oxford

Oxford Options Resource Centre, Horspath Driftway, Headington, Oxford Oxford Options Resource Centre, Horspath Driftway, Headington, Oxford An Archaeological Watching Brief For Oxfordshire County Council by Tim Dawson and Heather Hopkins Thames Valley Archaeological Services

More information

MINNESOTA DEEP TEST PROTOCOL PROJECT

MINNESOTA DEEP TEST PROTOCOL PROJECT MINNESOTA DEEP TEST PROTOCOL PROJECT Mn/DOT Agreement No. 85878 OSA License No. 04-030 Authorized and Sponsored by: MINNESOTA DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION Prepared by COMMONWEALTH

More information

Ground Penetrating Radar Survey of a Portion of East End Cemetery, Cadiz, Kentucky

Ground Penetrating Radar Survey of a Portion of East End Cemetery, Cadiz, Kentucky Ground Penetrating Radar Survey of a Portion of East End Cemetery, Cadiz, Kentucky January 2011 Report prepared by Anthony L. Ortmann, Ph.D. Assistant Professor Department of Geosciences Murray State University

More information

Plan of Development Mountain Valley Pipeline Project. APPENDIX P Plan for Unanticipated Discovery of Paleontological Resources

Plan of Development Mountain Valley Pipeline Project. APPENDIX P Plan for Unanticipated Discovery of Paleontological Resources APPENDIX P Plan for Unanticipated Discovery of Paleontological Resources Appendix P Plan for Unanticipated Discovery of Paleontological Resources Prepared by: TABLE OF CONTENTS 1.0 INTRODUCTION... 1 1.1

More information

CHAPTER 3. Field work

CHAPTER 3. Field work CHAPTER 3 Field work 3.1. Introduction It is clear from the typological range of stone tools found on Bloubos that the environmental setting on the farm facilitated occupation over many millennia. In particular

More information

Cultural Resources Data

Cultural Resources Data MENIFEE VALLEY CAMPUS MASTER PLAN DRAFT EIR MT. SAN JACINTO COMMUNITY COLLEGE DISTRICT Appendices Appendix E Cultural Resources Data February 2017 MENIFEE VALLEY CAMPUS MASTER PLAN DRAFT EIR MT. SAN JACINTO

More information

Glacial Geology of Moose Point State Park, ME

Glacial Geology of Moose Point State Park, ME Geologic Site of the Month May, 2013 Glacial Geology of Moose Point State Park, Maine 44 o 25 59.18"N, 68 o 56 37.11"W Text and photos by Woodrow B. Thompson, Department of Agriculture, Conservation &

More information

Plate 51. Site 035. Collection of remains. Scale is in cm. Plate 50. Site 034. Collection of remains. Scale is in cm

Plate 51. Site 035. Collection of remains. Scale is in cm. Plate 50. Site 034. Collection of remains. Scale is in cm Plate 48. Site 033. View facing north west Plate 49. Site 034. View facing north Pottery Pottery Ostrich eggshell Plate 50. Site 034. Collection of remains. Scale is in cm Plate 51. Site 035. Collection

More information

Laboratory Exercise #4 Geologic Surface Processes in Dry Lands

Laboratory Exercise #4 Geologic Surface Processes in Dry Lands Page - 1 Laboratory Exercise #4 Geologic Surface Processes in Dry Lands Section A Overview of Lands with Dry Climates The definition of a dry climate is tied to an understanding of the hydrologic cycle

More information

CASE STUDY #9 - Brushy Fork Dam, Sugar Grove, West Virginia

CASE STUDY #9 - Brushy Fork Dam, Sugar Grove, West Virginia CASE STUDY #9 - Brushy Fork Dam, Sugar Grove, West Virginia Brushy Fork Dam is a flood control structure built by the Soil Conservation Service southeast of the city of Franklin in Pendleton County, West

More information

Which particle of quartz shows evidence of being transported the farthest distance by the stream? A) B) C) D)

Which particle of quartz shows evidence of being transported the farthest distance by the stream? A) B) C) D) 1. Base your answer to the following question on the block diagram below, which represents the landscape features associated with a meandering stream. WX is the location of a cross section. Location A

More information

Objectives: Define Relative Age, Absolute Age

Objectives: Define Relative Age, Absolute Age S6E5. Students will investigate the scientific view of how the earth s surface is formed. c. Classify rocks by their process of formation. g. Describe how fossils show evidence of the changing surface

More information

4. The map below shows a meandering stream. Points A, B, C, and D represent locations along the stream bottom.

4. The map below shows a meandering stream. Points A, B, C, and D represent locations along the stream bottom. 1. Sediment is deposited as a river enters a lake because the A) velocity of the river decreases B) force of gravity decreases C) volume of water increases D) slope of the river increases 2. Which diagram

More information

Acrefield Cottage, Winkfield Street, Maidens Green, Winkfield, Windsor, Berkshire

Acrefield Cottage, Winkfield Street, Maidens Green, Winkfield, Windsor, Berkshire Acrefield Cottage, Winkfield Street, Maidens Green, Winkfield, Windsor, Berkshire An Archaeological Watching Brief For Mr and Mrs Elia by Pamela Jenkins Thames Valley Archaeological Services Ltd Site Code

More information

DATE: 5/17/2012. LOGGED BY: Geoff Richards. COMPANY: Tetra Tech EM, Inc. DRILL FOREMAN: Walter

DATE: 5/17/2012. LOGGED BY: Geoff Richards. COMPANY: Tetra Tech EM, Inc. DRILL FOREMAN: Walter ATTACHMENT 2 Page 1 of 1 B1 0 1 2 FILL, Dry; brownish red; clayey silt and gravel; ~30% gravel size fragments of dark grey microcrystalline (aphanetic), extrusive, igneous, rock 3 B1-4a 1100 B1-4b-duplicate

More information

Advanced Geologic Exploration, Inc.

Advanced Geologic Exploration, Inc. Advanced Geologic Exploration, Inc. Scientists of the Earth PO Box 1956, Chester, CA 96020 Voice: (530) 258-4228 Fax (530) 258-4339 www.advancedgeologic.com January 23, 2009 Job No. G-081201 Terri Barber,

More information

Converse Consultants Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services

Converse Consultants Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services Converse Consultants Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services July 27, 2017 Ms. Rebecca Mitchell Mt. San Antonio College Facilities Planning & Management

More information

SL GEOLOGY AND MINING. Coal bearing strata in the project area are referable primarily to the Allegheny Group of

SL GEOLOGY AND MINING. Coal bearing strata in the project area are referable primarily to the Allegheny Group of SL-145-1 GEOLOGY AND MINING Coal bearing strata in the project area are referable primarily to the Allegheny Group of Pennsylvania age. These rocks occur as dissected remnants overlying the ridge-forming

More information

=%REPORT RECONNAISSANCE OF CHISHOLM LAKE PROSPECT. October 25, 1977

=%REPORT RECONNAISSANCE OF CHISHOLM LAKE PROSPECT. October 25, 1977 =%REPORT ON FIELD RECONNAISSANCE OF CHISHOLM LAKE PROSPECT October 25, 1977 Bruce D. Vincent Imperial Oil Limited, Minerals - Coal, CALGARY, ALBERTA CHISHOLM LAKE PROSPECT Introduction The Chisholm Lake

More information

MAPPING BEDROCK: Verifying Depth to Bedrock in Calumet County using Seismic Refraction

MAPPING BEDROCK: Verifying Depth to Bedrock in Calumet County using Seismic Refraction MAPPING BEDROCK: Verifying Depth to Bedrock in Calumet County using Seismic Refraction Revised December 13, 2011 Dave Hart Wisconsin Geological and Natural History Survey INTRODUCTION Seismic refraction

More information

THE TWO MOST SIGNIFICANT ARCHEOLOGICAL SITES IN KERR COUNTY, TEXAS ARE THE GATLIN SITE AND THE BEARING SINK HOLE SITE.

THE TWO MOST SIGNIFICANT ARCHEOLOGICAL SITES IN KERR COUNTY, TEXAS ARE THE GATLIN SITE AND THE BEARING SINK HOLE SITE. WHAT ARE THE MOST IMPORTANT ARCHEOLOGY SITES IN KERR COUNTY? By Steve Stoutamire THE TWO MOST SIGNIFICANT ARCHEOLOGICAL SITES IN KERR COUNTY, TEXAS ARE THE GATLIN SITE AND THE BEARING SINK HOLE SITE. Map

More information

THE DEPOSITS OF TSUNAMIS WESLEY PESANTEZ, CATHERINE NIELD, COLIN WINTER

THE DEPOSITS OF TSUNAMIS WESLEY PESANTEZ, CATHERINE NIELD, COLIN WINTER THE DEPOSITS OF TSUNAMIS WESLEY PESANTEZ, CATHERINE NIELD, COLIN WINTER AN OVERVIEW OF OUR SEMINAR WHAT IS A TSUNAMI WHY STUDY TSUNAMIS PROPERTIES OF TSUNAMIS TSUNAMI HYDRODYNAMICS IDEALIZED DEPOSITS SEDIMENT

More information

,Baynes Lake. TO...?&.?...A 2...KO.?'!!&... Sr. *logical Engineer

,Baynes Lake. TO...?&.?...A 2...KO.?'!!&... Sr. *logical Engineer > i evernment OF BRITISH COLUMBIA a TO...?&.?...A 2....KO.?'!!&... Sr. *logical Engineer... Grou,,water. Section Hydrology Division Wat.er... In~.~s.tiga.ti.On.s..Branck.... 5 u BJECT...C;.roun.dw.ater...Snve

More information

SUPPLEMENTAL MATERIAL

SUPPLEMENTAL MATERIAL SUPPLEMENTAL MATERIAL DESCRIPTIONS OF OTHER STRATIGRAPHIC SECTIONS Cherry Creek In its middle reaches, Cherry Creek meanders between three paired terraces within a narrow bedrock valley. The highest is

More information

Update on Archaeological Resources Assessment for Phase 1 Dredge Areas

Update on Archaeological Resources Assessment for Phase 1 Dredge Areas Update on Archaeological Resources Assessment for Phase 1 Dredge Areas Prepared by URS Corp for General Electric Presented by John Vetter, USEPA CAG Meeting December 8, 2005 1 Presentation Outline Overview

More information

ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR )

ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR ) PLATTE RIVER POWER AUTHORITY RAWHIDE ENERGY STATION BOTTOM ASH TRANSFER (BAT) IMPOUNDMENTS LARIMER COUNTY, CO ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR 257.62) FOR COAL COMBUSTION RESIDUALS

More information

Lower Skinner Valley Fill Sandstones: Attractive Exploration Targets on the Northeast Oklahoma Platform*

Lower Skinner Valley Fill Sandstones: Attractive Exploration Targets on the Northeast Oklahoma Platform* Lower Skinner Valley Fill Sandstones: Attractive Exploration Targets on the Northeast Oklahoma Platform* By Jim Puckette 1 Search and Discovery Article #10050 (2003) *Adapted from presentation to Tulsa

More information

EXTREMELY FAST IP USED TO DELINEATE BURIED LANDFILLS. Norman R. Carlson, Cris Mauldin Mayerle, and Kenneth L. Zonge

EXTREMELY FAST IP USED TO DELINEATE BURIED LANDFILLS. Norman R. Carlson, Cris Mauldin Mayerle, and Kenneth L. Zonge EXTREMELY FAST IP USED TO DELINEATE BURIED LANDFILLS Norman R. Carlson, Cris Mauldin Mayerle, and Kenneth L. Zonge Zonge Engineering and Research Organization, Inc. 3322 East Fort Lowell Road Tucson, Arizona,

More information

Using Ground Conductivity as a Geophysical Survey Technique to Locate Potential Archaeological Sites in the Bad Axe River Valley of Western Wisconsin

Using Ground Conductivity as a Geophysical Survey Technique to Locate Potential Archaeological Sites in the Bad Axe River Valley of Western Wisconsin Using Ground Conductivity as a Geophysical Survey Technique to Locate Potential Archaeological Sites in the Bad Axe River Valley of Western Wisconsin Anthony J. Beauchaine, Elizabeth Werdemann Faculty

More information

ARCHAEOLOGICAL S E R V I C E S. 1 Beechmount Road, Southampton, Hampshire. Archaeological Watching Brief. by David Platt. Site Code: SOU1649

ARCHAEOLOGICAL S E R V I C E S. 1 Beechmount Road, Southampton, Hampshire. Archaeological Watching Brief. by David Platt. Site Code: SOU1649 T H A M E S V A L L E Y ARCHAEOLOGICAL S E R V I C E S 1 Beechmount Road, Southampton, Hampshire Archaeological Watching Brief by David Platt Site Code: SOU1649 (SU 4188 1616) 1 Beechmount Road, Southampton,

More information

Ground Penetrating Radar Survey Report: Follow-up Ground Truth Study

Ground Penetrating Radar Survey Report: Follow-up Ground Truth Study Ground Penetrating Radar Survey Report: Follow-up Ground Truth Study 2005 Tell es-safi/gath Archaeological Project Figure 1: Tell es-safi GPR ground-truth study. Data Acquired August 4, 2005 Report compiled

More information

GEOLOGICAL PROCESSES AND MATERIALS SGM210

GEOLOGICAL PROCESSES AND MATERIALS SGM210 University of Pretoria GEOLOGICAL PROCESSES AND MATERIALS SGM210 23 April 2014 1 SOIL PROFILING According to Jennings, Brink & Williams (1973) Very important part of a geotechnical site investigation.

More information

Rock Carvings in Hong Kong and the New Territories S. G. DAVIS, SHIRLEE EDELSTEIN, LAN TAU ISLAND

Rock Carvings in Hong Kong and the New Territories S. G. DAVIS, SHIRLEE EDELSTEIN, LAN TAU ISLAND Rock Carvings in Hong Kong and the New Territories Received 26 September 1973 S. G. DAVIS, SHIRLEE EDELSTEIN, AND MADELEINE H. TANG LAN TAU ISLAND WHEN the Shek Pik district on Lantau Island (Fig. 1) was

More information

Sediment and sedimentary rocks Sediment

Sediment and sedimentary rocks Sediment Sediment and sedimentary rocks Sediment From sediments to sedimentary rocks (transportation, deposition, preservation and lithification) Types of sedimentary rocks (clastic, chemical and organic) Sedimentary

More information

Table 5-1 Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ.

Table 5-1 Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ. Table 5- Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ. Transformer Pads (9 pads: PAD 9) Evaluate if PCBs presently exist in soils adjacent to, and/or beneath the transformer

More information

Former transport depot, Charlton Road, Charlton, Shepperton, Surrey

Former transport depot, Charlton Road, Charlton, Shepperton, Surrey Former transport depot, Charlton Road, Charlton, Shepperton, Surrey An Archaeological Evaluation for St James Homes Ltd by Steve Ford Thames Valley Archaeological Services Ltd Site Code CRC06/117 June

More information

Hydrogeological Assessment for Part of Lots 2 and 3, Concession 5, Township of Thurlow, County of Hastings 1.0 INTRODUCTION. 1.

Hydrogeological Assessment for Part of Lots 2 and 3, Concession 5, Township of Thurlow, County of Hastings 1.0 INTRODUCTION. 1. February 10,2017 25506400 Ontario Ltd. Foxboro, ON Attention: Brad Newbatt Re: Hydrogeological Assessment for Part of Lots 2 and 3, Concession 5, Township of Thurlow, County of Hastings 1.0 INTRODUCTION

More information

Don Elsenheimer, Ph.D Glenn Melchert Minnesota Dept. Natural Resources

Don Elsenheimer, Ph.D Glenn Melchert Minnesota Dept. Natural Resources Regional Survey of Gold in Till, Bigfork Greenstone Belt, St. Louis & Itasca Counties, Minnesota: Follow-up Trenching in Areas with Anomalously High Gold Grain Counts Don Elsenheimer, Ph.D Glenn Melchert

More information

Landslides and Ground Water Permeability with Respect to the. Contact Point of Glacial Lake Vermont and the Champlain Sea

Landslides and Ground Water Permeability with Respect to the. Contact Point of Glacial Lake Vermont and the Champlain Sea Landslides and Ground Water Permeability with Respect to the Contact Point of Glacial Lake Vermont and the Champlain Sea Sediments at Town Line Brook, Winooski, VT Michala Peabody Lara Vowles Abstract:

More information

30 Broad Street, Wokingham, Berkshire

30 Broad Street, Wokingham, Berkshire 30 Broad Street, Wokingham, Berkshire An Archaeological Watching Brief for Psilogic Ltd by Steve Ford Thames Valley Archaeological Services Ltd Site Code 30BSW01/81 October 2001 Summary Site name: 30 Broad

More information

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS INTRODUCTION This section evaluates potential impacts related to geology, including seismicity, and soils associated with development of the proposed

More information

General Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone

General Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone General Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone David Hoffman University of Missouri Rolla Natural Hazards Mitigation Institute Civil, Architectural & Environmental

More information

mmm "i .JIM » BH tifltftfttt! II Hal JhHb in' Unli lltt' Mwfi WUH1 ulflif ith Itt M H!;.! > ;.'!,/;' 11 I mfgbrhmyfhnm H <: - *

mmm i .JIM » BH tifltftfttt! II Hal JhHb in' Unli lltt' Mwfi WUH1 ulflif ith Itt M H!;.! > ;.'!,/;' 11 I mfgbrhmyfhnm H <: - * mmm "i.jim 1 >'» BH H tifltftfttt! II Hal JhHb in' Unli It lltt' Mwfi WUH1 ulflif ith il Itt 111 M H!;.! > ;.'!,/;' mfgbrhmyfhnm 11 I t H \ Library of ^U^OlS GEOLOGICAL SURVEY URBANA A STATE

More information

Black Point & Bihler Point

Black Point & Bihler Point Black Point & Bihler Point Conglomerate Photo: looking north toward end of Black Point (south of post 1) All of the rocks in this photo are conglomerate. Both Black Point and Bihler Point are formed from

More information

Cattaraugus Creek: A Story of Flowing Water and the Geology of the Channel It Flows Through Presentation to West Valley Citizen Task Force 4/27/16

Cattaraugus Creek: A Story of Flowing Water and the Geology of the Channel It Flows Through Presentation to West Valley Citizen Task Force 4/27/16 Cattaraugus Creek: A Story of Flowing Water and the Geology of the Channel It Flows Through Presentation to West Valley Citizen Task Force 4/27/16 Raymond C. Vaughan, Ph.D. What happens if you drop a

More information

5. Which surface soil type has the slowest permeability rate and is most likely to produce flooding? A) pebbles B) sand C) silt D) clay A) B) C) D)

5. Which surface soil type has the slowest permeability rate and is most likely to produce flooding? A) pebbles B) sand C) silt D) clay A) B) C) D) 1. During a heavy rainstorm, soil samples A and B both became saturated with water. However, 10 minutes after the storm ended, the soils appeared as shown below. Which statement best explains the observed

More information

ARCHAEOLOGICAL S E R V I C E S. 6a Old Mill Way, Shirley, Southampton, Hampshire. Archaeological Evaluation. by Daniel Bray. Site Code: SOU 1640

ARCHAEOLOGICAL S E R V I C E S. 6a Old Mill Way, Shirley, Southampton, Hampshire. Archaeological Evaluation. by Daniel Bray. Site Code: SOU 1640 T H A M E S V A L L E Y ARCHAEOLOGICAL S E R V I C E S 6a Old Mill Way, Shirley, Southampton, Hampshire Archaeological Evaluation by Daniel Bray Site Code: SOU 1640 (SU 3934 1442) 6a Old Mill Way, Shirley,

More information

GOING WITH THE FLOW (1 Hour)

GOING WITH THE FLOW (1 Hour) GOING WITH THE FLOW (1 Hour) Addresses NGSS Level of Difficulty: 3 Grade Range: 3-5 OVERVIEW In this activity, students use a stream table to model the processes of erosion and streambed formation. The

More information

Approximately how many inches of average yearly precipitation does Rochester, New York, receive?

Approximately how many inches of average yearly precipitation does Rochester, New York, receive? 1. Base your answer to the following question on the isoline map below, which shows the average yearly precipitation, in inches, across New York State. Approximately how many inches of average yearly precipitation

More information

Freshwater. 1. The diagram below is a cross-sectional view of rain falling on a farm field and then moving to the water table.

Freshwater. 1. The diagram below is a cross-sectional view of rain falling on a farm field and then moving to the water table. Name: ate: 1. The diagram below is a cross-sectional view of rain falling on a farm field and then moving to the water table. 3. Which conditions produce the most surface water runoff? A. steep slope,

More information

patersongroup Mineral Aggregate Assessment 3119 Carp Road Ottawa, Ontario Prepared For Mr. Greg LeBlanc March 7, 2014 Report: PH2223-REP.

patersongroup Mineral Aggregate Assessment 3119 Carp Road Ottawa, Ontario Prepared For Mr. Greg LeBlanc March 7, 2014 Report: PH2223-REP. Geotechnical Engineering Environmental Engineering group Hydrogeology Geological Engineering Archaeological Studies Materials Testing 3119 Carp Road Prepared For Mr. Greg LeBlanc March 7, 2014 Paterson

More information

4.3. Geomorphologic route along the Urasalakh River

4.3. Geomorphologic route along the Urasalakh River The Expedition Lena-Anabar 2003 4 Periglacial studies around Cape Mamontov Klyk 4.3. Geomorphologic route along the Urasalakh River Dimitri Bolshiyanov and Alexander Makarov 4.3.1 Structure of Quaternary

More information

Erosion and Deposition

Erosion and Deposition CHAPTER 3 LESSON 2 Erosion and Deposition Landforms Shaped by Water and Wind Key Concepts What are the stages of stream development? How do water erosion and deposition change Earth s surface? How do wind

More information

Bramley Grange, Horsham Road, Bramley, Surrey

Bramley Grange, Horsham Road, Bramley, Surrey Bramley Grange, Horsham Road, Bramley, Surrey An Archaeological Evaluation for English Villages Housing Association by Stephen Hammond Thames Valley Archaeological Services Ltd Site Code BGB 03/95 October

More information

Report for Area Drainage Studies for 1320 MW (2x660 MW) THERMAL POWER PROJECT AT MIRZAPUR, U.P.

Report for Area Drainage Studies for 1320 MW (2x660 MW) THERMAL POWER PROJECT AT MIRZAPUR, U.P. Report for Area Drainage Studies for 1320 MW (2x660 MW) THERMAL POWER PROJECT AT MIRZAPUR, U.P. 1. Introduction M/s Welspun Energy Uttar Pradesh Ltd. (WEUPL) is putting up 1320 MW (2 x 660 MW) coal fired

More information

Geology 252, Historical Geology, California State University, Los Angeles - professor: Dr. Alessandro Grippo

Geology 252, Historical Geology, California State University, Los Angeles - professor: Dr. Alessandro Grippo LAB # 1 - CLASTIC ROCKS Background: - Mechanical and Chemical Weathering - Production of Clastic Sediment - Classification of Sediment according to size: Gravel, Sand, Silt, Clay - Erosion, Transportation

More information

SOIL INFORMATION FOR PUMPED WATER STORAGE SCHEME, STEELPOORT VALLEY

SOIL INFORMATION FOR PUMPED WATER STORAGE SCHEME, STEELPOORT VALLEY REPORT On contract research for Bohlweki Environmental SOIL INFORMATION FOR PUMPED WATER STORAGE SCHEME, STEELPOORT VALLEY February 2007 By D.G. Paterson ARC-Institute for Soil, Climate and Water, Private

More information

The Following was Noted: US Army Corps of Engineers Philadelphia District Geotechnical Section, CENAP-EN-DG

The Following was Noted: US Army Corps of Engineers Philadelphia District Geotechnical Section, CENAP-EN-DG US Army Corps of Engineers Philadelphia District Geotechnical Section, CENAP-EN-DG Wanamaker Bldg, 7th Floor 100 Penn Square East Philadelphia, PA 19107-3396,USA Site Visit Report Date: Tuesday, Nov. 6,

More information

* * GEOGRAPHY 2217/02. Paper 2 Geographical Skills For examination from 2020

* * GEOGRAPHY 2217/02. Paper 2 Geographical Skills For examination from 2020 Cambridge O Level *0123456789* GEOGRAPHY 2217/02 Paper 2 Geographical Skills For examination from 2020 SPECIMEN PAPER You must answer on the question paper. You will need: Insert (enclosed) Plain paper

More information

Table 7.2. Summary of the magnetic anomalies scheduled for examination at the Long Tom site.

Table 7.2. Summary of the magnetic anomalies scheduled for examination at the Long Tom site. The Long Tom and Chalker Sites 82 Figure 7.6. Magnetometer map of the central portion of the Long Tom site between 100W and 160W showing the location of trenches 124W and 145W excavated to examine magnetic

More information

The Soils and Land Capability for Agriculture. Land North of Aberdeen, Aberdeenshire

The Soils and Land Capability for Agriculture. Land North of Aberdeen, Aberdeenshire The Soils and Land Capability for Agriculture Of Land North of Aberdeen, Aberdeenshire Report prepared for Peter Radmall Associates May 2012 Reading Agricultural Consultants Ltd Beechwood Court, Long Toll,

More information

3. MARINE HABITAT RESTORATION

3. MARINE HABITAT RESTORATION Feasibility Study for Restoration of Titlow Lagoon Fish Passage South Puget Sound Salmon Enhancement Group 3. MARINE HABITAT RESTORATION Marine habitat restoration at Titlow Park could include restoration

More information

The subject paper is being submitted for approval for publication in the annual volume entitled Geological Survey Research.

The subject paper is being submitted for approval for publication in the annual volume entitled Geological Survey Research. Water Resources Division 345 Middlefield Road Menlo Park, California January 12, 1965 Memorandum To: Mr. Frank E. Clark, Chief, General Hydrology Branch Thru: Area Hydrologist PCA From: Valmore C. LaMarche

More information

Evidence for Permafrost on Long Island

Evidence for Permafrost on Long Island Evidence for Permafrost on Long Island By Vesna Kundic and Gilbert N. Hanson Department of Geosciences Stony Brook University Permafrost or permanently frozen ground is soil or rock that remains below

More information

Redwood City Harbor, California, Navigation Improvement Feasibility Study. Appendix D. Geotechnical Engineering. DRAFT April 2015

Redwood City Harbor, California, Navigation Improvement Feasibility Study. Appendix D. Geotechnical Engineering. DRAFT April 2015 1 Redwood City Harbor, California, Navigation Improvement Feasibility Study Appendix D Geotechnical Engineering DRAFT April 2015 2 Contents 1 Purposes of Report... 3 2 Background... 3 3 References and

More information