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HomeMy WebLinkAboutSURVEY REPORT - 07-00292 - Founders Square - Preliminary PUDClass III Cultural Resource Inventory for the S outh Rexburg Artena-I/SunnseaDrive Extenson in Madison County, Idaho. STP -7866, Key 07843 Stephanie Crockett Cultural Resource Consulting PO Box 126 Victor, ID 83455 Prepared For Red Rock Development Group LLC. PO Box 191101 Boise, ID 83719 Submitted May 9, 2007 ARCHAEOLOGICAL AND HISTORIC SITES SURVEY REPORT IDAHO ARCHAEOLOGICAL SUR1 VEY A. Key Information Project Name: South Rexburg Arterial, Sunrise Drive Extension Report Numbers; Project No,, STP -7866(10 1), Key No. 07843. Associated Federal Agency: Federal Highways Author: Stephanie Crockett Date of Report: May 8, 2007 County: Madison Legal Location: T6N R40E, Sections 31 and 32. Acres Surveyed; 2.5 (intensive) B. Project Description: The proposed undertaking is the South Rexburg Arte rial/Sunrise Drive Extens"on in Madison County, Idaho, STP -7866(101), Key # 07843. The project involves the disposal of excavated materials from the South Rexburg Arterial construction project onto agricultural ground and the north embankment of 2n1 East in Rexburg, Idaho. The d eposited materials will be used to construct the initial ramp for the Sunrise Drive Extension (see map). This will allow the ramp to be constructed at minimal cost while providing contractors with a location to deposit excess excavated materials near, their construction site. The area of potential effects (APE) consists of apprOXimatelv were recorded as a 2.5 acres of road embankment and agricultural field at the rural and urban interface at the south end of Rexburg, Idaho. No new cultural properties result of this inventory and no previously recorded cultural exist within the APE or its immediate vicinity. properties C. Statement of Objectives On May 1, 2007 an intensive pedestrian cultural resource inventory was conducted to identify, document and evaluate cultural properties within the APE in accordance with state and federal statutes and regulations, including Section 106 of the National Historic, Preservation Act and its applicable guidelines (36 CFR 800). The APE is situated on an 'F embankment and shallow basin currently utilized for grain production. The APE is located approximately two miles south of a permanent water source (the Teton River) and one mile west of an unnamed intermittent drainage. Due to the and nature of the APE and the distance to reliable water sources, long term prehistoric campsites were not expected. Sites and isolated artifacts associated with historic agriculture and settlement were predicted. D. Location and General Environmental Setting: (See Overv-0 iew Map) The APE lies within the Middle RockyMountain Physiographic Province, -in southeastern Idaho and can be found on the Rexburg Idaho USGS topographic map (1979). It'lies on the gently rolling foothills of the Snake River Range just above the eastern edge of the upper Snake River Plain, east of the Henry's Fork and South of the Teton River. The Yellowstone Plateau lies to the northeast and the Teton Range is visible in the distance to the east. More specifically, the APE is located in a shallow basin on the dry foothills known as the Rexburg Bench at the south end of the town of Rexburg, Idaho just east of 2ntl East Street. The APE is characterized by fertile Aeolian sill loam deposits with few well Wom glacial cobbles. The South Rexburg ArteriaUSunrise 011-ve Extension STP-7866(lol), KeY4 07843. S. CrOckett 5/1I'07 � majority of the APE is currently planted in grain.while a small portion (the 2"d East embankment). is cnverpd i., tik ir U"% Vims-ses, of the APE ranges from 5120 to 5109 feet above'sea levpeLlek Because the w txnatVA-Vid and sagebrush, The silt filled APE lies within aeon shallow, basin if has historically been utilized for grain cultivation. The surrounding sagebrush covered bench has been extensively utilized for livestock grazing. E. Pre -Field Research 1. Sources of information checked: On Apn"I 29, 2007, a search of the Idaho Stade Historic PreservationBvfise was conduced. �"he fvllowing sc�urres of infarmatic�n wer ice records in [XI Cultural Overviews rxl �fk.,r��.,..�.:_ ris. _ _�. e checked: [X1 National Register [XJ Archaeological Site Records jXI Maps [XJ Survey Records oivajes EXI Histoncal Records � I dividuals or Groups (] GLC Plats U Mineral Maps Forest road & Trail MiJLd&L ps 2. Summary ofPrevious st�d�es in #his general area Gaston, Jenna 1996 South Rexburg Arteria/ STP -7866(700) This class III intensive inventory was conducted by Idaho Transportation Department Staff. Asaresult, 14ac res in portions of Sections 30 and 31 of T6N R40E and Section 36 of T6N R3,9E were inventoried. One site I 0M064, The Erikson Cabin was recorded as a result of this inventory. This historic log cabin was located in the SW '/. of section 31, and has since been removed. There will be no effect to th this project:, is site as a result of Harding, William 2003 South Rexburg Arteria! project Number STP -7866(101), Key Number 7843. This class III intensive inventory was conducted by North Wind Inc. As a result, 10M073 3.9 acres were inventoried in the NW '/. of Section 31, T6N R40E. Sites (South Branch Rexburg Canal); 10M074 (Old Yellowstone Highway) and I OM075 E ast Idaho Railroad) were recorded as a result of this inventory. These sites are outside of the current APE and there will be no effect to them as a result of this pro0ect. Other References Cited Crowder, David L. 1983 Rexburg, Idaho: 1883 — 1 g03, Caxton Printers Ltd. Caldwell, Idaho. The .„�•"��r nara re Haines, Aubrey ids. 1955 Osborne Russell's Journalof a Trapper, Nebraska. University of Nebraska Sough Rexburg �grierr'alI'Srirrrise 1]rive Extension STP,78fiS(709), KeY#07843. S. Press, Crockett 511107 Lincoln, 2 S "- F. Expected Historic and Prehistoric Land Use and Site Sensitivity: The Upper Snake River Basin was an important travel and trade route in the early 1 9th century. The European market for beaver pelts and the American exploration of the Rocky Mountain region brought explorers, trappers and local Indian tribes to various locations along the Snake River Plain (Haines 1955),L Settlers began ardIving in the mid -late 1800s and by 1878 the Utah Northern Railroad (Union Pacific) had reached Fort Halt Indian Reservation and the nearby town of Blackfoot. Employment on the railroad brought more settlers to the region. These homesteaders began bringing irrigation canals, agriculture and ranching to the region (Crowder 1983). Although no previously recorded sites are known within the APE, sites associated with these events were sought. G. Field'Methods 1. Areas examined and type of coverage: �n May '� , 2110,}� an in inventory was conducted over the entire A��. This consisted of �e��ive pedestrian spaced no greater than 30 meters apa�. Due to recent fan#gin � ara��el ��destnan transects v�s��a��ifiyr was excellent. A Gamin � � GPS unit(NAD 2? Datum) a grain crop, ground Photographs were taken using a Hewlett Packard dfgital comer was used to mask the APE. taken pertaining to snits, vegetatifln anc� weather. � and detailed Hetes were 2. Ground Surface Conditions: The early spring conditions andvwlplanted grain field allowed for 75 - 100% ground visibility at the time of inventory. .---.. 3. Acres Surveyed: Recan�a�ssance D IntensiveZ5 4. Areas not examined and reasons why: The entire APE was examined 5. Personnel conducting or assisting in the sure StephanieY Crockett 6. Dates of Sunray: May I , 20Q?. 7. Problems Encountered: None N, Results 1. ASI cultural resources recorded for this area: • / No 1'} a cul�urai �rape�#fes were recordedrecordedwithin the/�The��erview Map)hC�Sil� h�..��i fE1l�A1'►�w� i.. 1L __.. ! ! �*r��i� 1t APE. ffilinwinfi � �1e lrw� r�� -e Field No. %W11%j vu aj tnicinity, Site No. 1 0M073 10M074 1 0M075 �vpe Historic C anal �... Histonc HighwayEast Idaho Railroad Aftifacts./Fp-atures Canal Roadbed Railroad 2. Cultural Resources noted but not formally recorded: None SOUth Rexburg ArferiallSurrrise Drive Extension STP -7866001), Key# 78�3 . S. pe bf U U101 p-onies Crockett 5/1/p7 3 '1 1. Conclusions and Recommendations: FW1d ±Lo. Site No:. 1 0M073 10M074 10M075 Tvt)e of Site ANN MENMEMW S. Rexburg Canal Old Yellowstone High.way East Idaho Railroad NRHP.El' 01bill E E 14 NE Not Eligible for the NRHPI E Eligible for the NRNP, L NRNP Listed Property., AE Adverse Effect, NOE No Ew firtei — d. CX - Effect NOE NOE NOE 10M0731's the site of the historic south'Rexburg Canal. The canal is deemed�iRHP but �s lacated apprvximately one mile west of the current APE eligible for the effect to this site. There will be na 10M074 is the site of the Old Yellowston H i1h ghway. This historic roadway for the Nat1"onal Register of Historic Places (NRHP) and i� incited approximately �s deemed eligible west of the current APE. There w�l� be nv effect to thissite" one mite 10M075 is the Eastern Idaho Railroad,, The site is deemed eligible for the NRHP and runs parallel to the Old Yellowstone Highway (1 0M074). The site is approximately one mile west of the current APE. There will be no effect to this site. During the current inventory no historic or prehistoric cultural properties were tered within the APE. Due to good ground visibility, the probability for undetected cultural materials ^� is low. If undetected cultural materials are encountered during the impiementation of this project, it is recommended that the project be halted and the Idaho Transportation Department archaeologis be given for this project'. ts be contacted. It is recommended that cultural resource clearance J. Attachments Project Overview map attached Project Overview Photographs K. Reposuorys Field records will bekept at the office of Stephanie Crockett, Cultural Resource Consulting, PQ Box 126, Victor, Idaho 834 55. Final copies are held at the State Historic Preservation Dice, 210 Main Street, Boise, Idaho 83702. L. Certificatimon of Results: i certify that this investigation was conducted and doe the Interioes Standards and guidelines and that the re best of my knowledge, Y 4L-41Signatu of ' Reporter umenied accvrding to the Secretary of POrt is cOmplete and accurate to the 5 i4 G Date SOUth Rexburg A rtenallSunrls 0 Drive Extension STP -7866(109}, ffey# 4?843. 5. Crockett 5I'71a7 � fl Ph -.._ • _ - . .. g -. ' �Wo . . < - ,�` ,� r Ix y rt �r } t R v r A -Aoroa YL 14, f - r 4 _. �. 3Aloiµ� �: ..J f. F N-wI - .�. , 3# �� , +� : 'r i 10y, ce' �"` Lir �� ,� i r P `dl Imb - . -11 :w �'. 'Wige 0�, .. . • g i. y^ ' . A "-,{ ,q " .. . i�� `p +v,r.'r u&i.'e:-9Pk,-1 Tr & TT� �y 1, T1a , ° sR,F..•r' r"• }_�f`° p J h S _ ~ ,JM1y, J'- #T i Y! ,Z F,, T3" . , T +� z -• ,L , n, br T. _ _ s �� ' �� °. 4 a 1 14615L,y: -A . . �Z.. ". F e - nw -�y ... - - , - _Z " . - -_ iq - _ {® z - - Jar - % -r ­�. 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LIM -mow jr NA 4p or e 6-2 - 12 V. N Rre L 17 - -A a 11t rI. 46 -i % 31W A it APE FacisnaL I.., West towards 2nd East Street, Rexburg, Photo Log #3 Su. Rexburg ArteriallSunn&e Dr. Extension. STP-78G�5(�Glj, K6374 078 3. S. C`racketi 5/JIf37 ,e L .7 APE Facing Northeast from 2nd East Street, Rexburg. -"Photo Log #2. East St.M _ 16- .. ............ u Wffi k Ir j C A .50 0 71 —pin I& IN: WW 2A TLL*I I r L. JL pi • ez lop 2pi _7 14 A 1. P -Ir Aiill r4 - - .. a= - - _ .. _ ._.. _ y,.. .. f - ` 1.-� d -: +, �,d _ . - --r IN. ar, 4F ODA t2- 7-;- ST, L V. LIM -mow jr NA 4p or e 6-2 - 12 V. N Rre L 17 - -A a 11t rI. 46 -i % 31W A it APE FacisnaL I.., West towards 2nd East Street, Rexburg, Photo Log #3 Su. Rexburg ArteriallSunn&e Dr. Extension. STP-78G�5(�Glj, K6374 078 3. S. C`racketi 5/JIf37 W W �0. Sunrise Drive Extension 7' • 4-1Z 51 V. �i f 44 -- VC unris 'S E'e Dn . P opo'• sed Extensi r Ot T -M APE Facing East along Sunrise Dr. at Junction with 2nd East, Rexburg, Photo Log #7 r -4Is g A rterz allSunr - e Dr- Extens " Rex h�m Ion -9-T-P-7866(101),. Ke 51 " ,Y4 07843. S. Crockett 110 DYE R R 0 U P L..c ,ENGINEERING * PLANNING- # A.Nr ZNT M E M 0 R A N D U M To.- Red Rock Development, LLC From: Winston R. dyer, PE �F� Date: May 18, 20D7 Re: Founder's Square Subdivision — Soils Report The project site consists largely of a valley "floor" that is relatively flab. There is a fill slope that has been constructed on the west edge of the property of about 10% grade up from the valley floor, and there is a naturally occurring slope along the easy edge of the property that likewise rises up from the valley floor at varying slops up to 18% maximum grade. The area is part of a larger basin complex an the Rexburg bench with no natural cutlet. The sol{ structure has accommodated natural runoff and precipitation. However, the City will be constructing storm drainage facilities to serve this and surrounding developments in the area by collecting storm wader runoff and pumping it to the existing city storm drainage system nearby. Exploratory excavation was conducted on the project site by excavating 22 test pits to the depth capacity of the excavator (approximately 12 feet) or to the occurrence of lana rock, whichever first occurred. Most of the test pits were dug on the valley floor portion of the property although a few were along the naturally occurring easterly upslape. Soils on the project site consist of wind-blown silt loess deposits varying in depth from D' in some areas on the easy side slope to in excess of 12' on most of the valley floor portion. The silt on the galley floor is underlain by sandy gravel of undetermined thickness. The entire area is underlain by basaltic lava, flaws. Depth to lava rock varies from 0' in some places on the eastern slope, to 2.5' in the northeast area of the galley floor, to unknown depths (at least deeper than 12 feet} on the vast majority of the valley floor. No groundW2ter was observed in the test pits dug throughout the property. Examination of adjacent well lois shows the groundwater level to be about 40U feet below the ground surface. The sails appear to be stable and there is no evidence of land sliding. The sols profile is the same as is prevalent throughout the bench area of Rexburg, none of which has shown any evidence of geologic hazard. Most of the project site should be able to have b2Sementswithout any problem. As noted abase, there are some areas where rack will be closer to the ground surface, but experience in the surrounding area shows the rack is easily excavatable {though somewhat costly} and many homes and utility systems have been successfully constructed excavating into the rock as required. In summary, the sons an the project site da not present any particular concern or undue burden for construction of the subdivision and its infrastructure systems, other than some increased costs associated with the need to excavate rock along the easterly edge and a small area in the northeast corner of the galley floor_ THE DYER GROUP, LLC a 310 N 2NDEAST, SUITE 153 a REXHURG, ID 83440 - 168 1 208.6 5 6.8800 (VIJ C E) * 87 7.71 .5025 LL. FR EES a 208.6 6.8 608 (FAX) ■ 208 .3 9 . x 0 (C E LL)