Photograph of core drill taking denison sample, Site 62, Barnitz Creek.

Photograph of hill site picture of principle spillway Site 33, Barnitz Creek.

Photograph of water discharging from Site 36, Barnitz Creek.

Photograph of Roonald Rogers and Fred Heller examining cores on south abutment of relocated site 4.

Photograph of removing bit from denison barrel.

Photograph of removing denison can from barrel.

Photograph of power auger used for drilling at dam sites, limited to 12-foot depth in unconsolidated materials.

Photograph of various failing drilling accessoried, including NX core barrel and bit, roller bit, fishtails, various auger bits, and denison bits and barrels.

Photograph of Damco rotary drilling rig demonstrating use of 6 inch suger bit.

Photograph ofsoil distrubed sample being ejected from push-tube sampler.

Photograph of attaching push-tube sampler to failing drilling rig.

Photograph of mounted on edge of truck bed is the hydraulic jack used to eject semi-disturbed samples from push-tube.

Photograph of an UNIDENTIFED worker removing Denison can from barrel near Site 54, Barnitz Creek. The back of the photograph proclaims, "Removing denison [sic] can from barrel."

Photograph of two UNIDENTIFED workers attaching push-tube sampler to failing drill rig. The back of the photograph proclaims, "Attaching push-tube sampler to Failing drilling rig."

Photograph of an UNIDENTIFIED man as he removes a bit from Denison barrel located on Site 54, Barnitz Creek. The back of the photograph proclaims, "Removing bit from Denison barrel."

Photograph of core drill augar taking a sample of Barnitz Creek. Crew members Mobley, Akins, Hall.

Photograph of the Barnitz Creek Watershed. Floodwater retarding structure # 35, completed in 1955. Drainage 1845 A.C. [unclear on initials--seems to suggest a total drainage area]. Sediment storage is 1.88 inches. Flood storage is 3.35 inches. Total storage is 804.8 Acre-Feet. Surface is 67 acres. OK-54-5.

Photograph of overall cutting upstream through Beaver Creek. Good bottomland after a 1 inch rain. OK-52-3.

Photograph of floodwater retarding structure 3 35, Barnitz Creek Watershed. Completed in February, 1955. Drainage is 1845 A.C. Sediment storage is 1.88 inches. Flood storage 3.35 inches. Total storage 804.8 acre-feet. Surface 67 acres. OK-54-4.

Photograph of site 40, laying concrete structure pipe. Showing coating on bottom half of pipe; batter boards used in alignment; and joing filler in place. L. Rounds, C. Touchstone, D. Touchstone, O. Winalow (Supt. ) C. Gold (SCS inspector) and Kpipworth.

Photograph of site 52. Paul R. Moody, contractor cutting ditch for toe (lateral) drain; into ditch will go gravel filler and perforated pipe for maintaining a low water table at the back toe of the dam. Shown: 1) Backhoe used in ditching 2) Checking grade 3) Spillway cut in background. Paul R. Moody on backhoe, Mr. Baker with rod; Paul G. Moody with hand level.

Photograph of principal spillway of Site 35, Barnitz Creek.

Photograph of Barnitz Creek Watershed, Site # 52. Paul R. Moody, contractor cutting ditch for toe lateral drain. Into the ditch will go gravel filter and perforated pipe for maintaining a low water table at the bank toe of the dam. Shown: 1. Backhoe used in ditiching; 2. Checking grade; 3. Spillway in background.Paul R. Moody on backhoe; Mr. Baker with rod; Paul G. Moody with hand level. OK-66-9.

Photograph of A.E. Borell and Herb Wells train Area IV WUC's to determine if farm ponds are in proper biological balance.