Description: 2/23/2022 Removed poles amd edited fiberlines at Rivers Walk per Makdad, fiber is underground and is in the same ditch as fiber.8/20/2021 Update Stadium area using JW Hamptons Survey.Wifi Point were updated 7/26/2019 Resource from IT5/30/2019 WIFI repeaters are add as they are found new ones were added around the chilled water building, Anne Belk Hall and Smith Wright.5/30/2019 Rivers Street paving may affect access it appears they are putting metal covers over accesses to manholes hopefully we will get the data of what NC dot has done.7/6/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyers. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 5/30/2018History Frank Butler NRLP, The ASU fiber is run though the abandoned New River Light & Power manholes and tunnel system. These manholes were abandoned when NRLP upgraded there system and got away from oil filled switches inside the manholes. Once cleaned and kept tidy by the telecom shop, have fallen into disrepair due to differed maintenance. They are now filled with water. Also there are buildings that are considered fiber hubs one example that was given was Ned and Maxine Trivette Hall. There also may be phone and fiber sharing the same manhole system.5/14/2018 Edited around Owens Field House, with the help of CAD and a PDF from NRLP, data collected by Allen Miller with IT.10/17/2017 Now in the SDE the images were attached to many of the points and a python script was run to place them into a single folder. Images were taken in-house and by Rochester & Associates, Inc.9/27/2017 Met with Duane Reese in Sanford Mall today and he showed me were the WIFI fiber and one underground secondary power line was located. The electric power line is (2) 120 volt circuits #10 THHN. The fiber in the middle of the Mall is 6-strand fiber that runs to the electrical manhole and goes into IG Greer. The other WIFI connected on all buildings is CAT 5 cable. Explanation two 1-inch conduits go through the middle of the mall depth unknown. A ¾-inch conduit goes from the Sternberg to a manhole in the wide walk then to IG Greer. Collector was used for geolocation with images.7/18/2017- 7/19/2017 I met with Housing to collect data and verify Telecom’s emergency list. After speaking with Ron it was explained that the dormitory emergency phones and elevator phones are not serviced by Housing and he assumed Telecom maintained then. Maintenance schedule is unknown at this time. Once data collection is completed, the map updated and an updated list created that will be emailed to Chris Carson head of Telecom for review and comments. The updated map layer will be imported into the SDE. Database, where an up to date webmap will be created for consumption by the end of this year. 5/29/2017, Adresses were provided by Deb Weddington see below:Hey, EdPlease see the attached for the Emergency Phone #'s with addresses.Also, I am forwarding to you the most recent lists for the administrativelines and dorm lines (so you can double check the addresses).Hope this is helpful.deb5/27/2017, Notes: 5/23/17 Chris Carson: Attached is the list of emergency phones that I have. I don't have an install year for these. If they have a 911 address it would be associated with the phone number of the phone and Deb Weddington in Centrex could get you that information. Her extension is 2078. Hope this helps you get started. Alicia Cannon 9:32 AM (7 hours ago)to me I spoke with Chris Carson and he has checked on those 4 locations and confirmed that there are no blue light phones at any of those. 202-203-204-205 can be removed from the list.Thanks,AliciaThere is no know knowledge of the what, why, and how of the numbering scheme of the emergency blue light phones.5/24/17, The police only check outside phones monthly all others are checked by whom?Phone 202 Convocation Center Women’s Dressing Room, 203 Convocation Center Grooming area, 204 Belk Library Loading Dock North, 205 Belk Library Parking Deck East phones were never installed but are on the list per Telecom and the ASU Police.5/19/2017 I spoke with Todd Castle with ASU Telecom and he said Chris Carson would get back with me Monday with the needed information about the Emergency Phones, (phone number, install year, and 911 address if possible). I found out the phones are evaluated monthly by the ASU police. The ASU Telecom Shop then resolves any needed maintenance, and there are always issues. Currently the phones emit a series of beeps, the ASU Police count beeps, that number is located on a spreadsheet and the offices are then dispatched. In the history of the emergency phones only one call has been placed a drunk student locked his keys in his car.3/2/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.This feature class was created using NRLP, DWG files, and Woodard & Curran, Rochester & Associates, Inc. surveyed communication points. Note: The images for the features have been primarily provided by Rochester survey crew. The New River Light & Power telephone poles for fiber most of the time also support overhead power lines and phone lines as well. The fiber pole images have been gathered from Rochester power pole feature class. NRLP, Woodard & Curran, Rochester & Associates, Inc., and Edward Hyle
Type (type: esriFieldTypeString, alias: Kind of Blue lIght, SQL Type: sqlTypeOther, length: 75, nullable: true, editable: true, Coded Values: [Grounds Blue Light Phone: Grounds Blue Light Phone], [Residence Hall Blue Light Phone: Residence Hall Blue Light Phone], [Academic Building Blue Light Phone: Academic Building Blue Light Phone], ... 3 more ...)
Description: 2/10/2022 Used Data Supplied by Scott Eggers, Robert Holder and Mike Stamey Fieldwork, using Esri Collector starting 5/21/2019 and ending 10/27/2020 to update poles. Areas studied J21, K21, I25, J25,K24, K25, K26, K27, L23, L24, L25, L26, L27, M23, M24, M25, M26,N23,N24,N25, N27, O25, O26,R25, S24, S25. Images were taken and embeded in collector. Here is a Link to the raw data8/31/2021 Updated Forest Hill Area using GPS and a site visit 8/23/2021, further attribution will come later. The GPS worked pretty good in most areas struggled in dense canopy setting.7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyers. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 7/6/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyers. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 9/8/2017 Edited Poles removed duplicates and added attribution just around ASU properties. 8/25/2017 The remaining 67 images were attached to the power pole points that came from Rochester’s many folders a python script was run to place all images into an organized folder.8/25/2017 The 2685 images from Rochester have been attached using VB and Python. 8/23/2017 Ready to attach the 2752 Rochester images to this feature class that now contains 9883 points. This feature class is the combination of Rochester Utility Poles, Power poles with images, and NRLP secondary poles that was done in house.8/21/2017 Three feature classes have been combined which are; secondary poles located by NRLP, count 1743, power poles located and photographed by Rochester, count 2782, and utility poles remotely sensed by unknown, count 5358, to create a master power pole list with accurate attribution. Now the tough work begins weeding the duplicates out, removing poles not associated with NRLP, and properly attributing missing attribution.Utility Pole3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A utility pole is tall structure usually made of wood used to support, overhead wires such as: telephone, electrical, cable, and fiber optic. This shapefile was created using accurate ground supported aerial photographs interpreting the data, and properly labeling the prescribed features. In this dataset 5358 utility poles were located. No other data is available, nor is when this shapefile was created. Power Pole3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A power pole is a support structure for overhead electrical transmission lines as well as electrical transformers, street lights, telephone, fiber, and cable. In this dataset 2782 data points were geolocated, all but 30 were photographed between 8/19/2014 and 10/30/2014. Note 2726 of those data points do not have a date listed. Nothing is listed in the following columns: owner, install_yr, and source. The ID column has 83 blank fields, and id’s that don’t really match the others in style examples of some of these are: (1, 6, 9, 101-120, {(17), NO ACCESS}, {(4), ACCESS DENIED}, P 1, {(252), NO #)}. Some of the limited comments are as follows: WIND TURBINE, (2), TERRAIN, TAG DAMAGED, SUPPORTS LIGHT LINE, S.BELL POLE, (3), S. BELL, OWNER'S EMPLOYEE DENIED ACCESS, NO PP, NO ACCESS, (2), LIGHTPOLE, K2605E, I2504C, I2504B, I2504A, I25041, I2502B, I2502A, I25021, I2501K, I2501J, I2501H, CONDUIT ONLY, BT299, BRACE POLE, BELLSOUTH, BARE POLE, and 160457. In this dataset other municipalities power poles have also been geolocated as seen in PointID, 25420. This power pole is Blue Ridge Electric’s pole. Woodard & Curran, Rochester & Associates, Inc. New River Light & Power, Highland Mapping, ASU Technology support, Art Rex and Edward Hyle
Description: 8/19/2021 Update Stadium area using JW Hamptons Survey. 6/9/2021 These features at App State Water Plant moved to new Backwash feature class that will live in water feature dataset. 5/30/2019 Rivers Street paving may affect access it appears they are putting metal covers over accesses to manholes hopefully we will get the data of what NC dot has done.7/11/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/11/2018 These features have been updated using a DWG. provided by Davis, Martin and Powell survey, made available 1/3/2018.6415 OLD PLANK RD, HIGH POINT, NC 27265(336) 886-4821 | WWW.DMP-INC.COM | LICENSE: F-0245. The DWG was layered out by NRLP mapping department.8/1/2017, 362 of the 363 points were attached to each of the points all photos came from Rochester’s many folders and, a python script was run to place all images into an organized folder. It appears some of the images have been used for multiple locations, which is not possible, two examples: the stadium home side, and the Octagon. Also I noticed today that there are two versions of sanitary manholes given to us from Rochester. I have been using and updating the version shared with me from Art Rex, that is now part of the in house SDE database and is the most up to date. The current web map hosted by Rochester is using the shapefiles they shared with NRLP, which was later shared with me. Before my edits the feature class from Art contained more points than the shapefile from NRLP. 3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A manhole is a hole, usually with a cover, through which a person may enter a sewer to preform maintenance. Woodard & Curran, Rochester & Associates, Inc.
Description: 8/19/2021 Updated P3, Stadium area Steam Using a Survey Provided by JW Hampton metadata attached to affected points and lines. 3/19/2020 Major edits Informatiuon by Dan Gryder, mainly around the Peacock lots and Duncan and Rankin.5/14/ 2018 Edited this feature class using a marked up Steam map completed by the Physical Plant Mechanical Shop.4/10/2018 These features were updated using the knowledge of the Appalachian State Physical Plant staff. 7/25/2017 Images were attached to each of the points (57 of 79 possible located vaults), the images came from Rochester’s many folders a python script was run to place all images into an organized folder. Also 32 PDFs were attached, and extracted in a single folder. 3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A steam vault is an access point where a steam tunnel or steam line can be accessed to repair or perform routine maintenance. In this dataset 60 steam vaults were geolocated between 9/10/2014 and 11/18/2014, 23 of the located steam vaults do not have a date or time listed. All but four of the steam vaults have been photographed. In the column Vault_Num, each of the vaults has a specific number except for 3. The SUMP_ELEV, an MH_DIA (manhole elevation), is zero, and the following columns do not have any data in them: ID, OWNER, INSTALL_YR, SOURCE, VENT, SIZE, Condition, and COMMENTS. Woodard & Curran, Rochester & Associates, Inc.
Description: 2/10/2021 Major update Eggers, Holder, and Stamey, fieldwork 8/2/2019 - 10/27/2020, using collector, no images were taken. Areas studied: C22, D22, D23, C25, D25, F21, G21, G22, H10, H11, I10, I11, I12, I13, J13, J12, J21, K19, K20, K21, K22, K23, K24, K25, K26, L18, L21, M20, M21, L23, L24, M23, M24, M25,M26, N23, N24, N25, and N26. Link to raw Data10/20/2020Fiber and electrical are being installed October 2020 at ASU Water Plant. While the ditches are open I collected images and exact location with a high accuracy GPS, EOS Arrow Gold the afternoon of 10/14/2020. The GPS worked very well in open sky, accuracy .2-.4 of an Inch; however, beside structures and under tree canopy the accuracy fell to around 6 feet After this data is imported into the GIS Portal attribution will follow from Facilities Electrical Department and Tec Support. While I was there I also collected obvious above ground structure. See below email string:Scott EggersWed, Oct 14, 1:38 PM (21 hours ago)to me, Matt, MichaelEddie,ASU Electrical shop has been installing some infrastructure at the Water Plant on Rainbow Trail for some security cameras I believe. They are in the process of backfilling the trenches now. We thought you might want to GIS those ditches for future reference. If you could do it this week while digging is fresh would be best.Edward HyleWed, Oct 14, 2:06 PM (21 hours ago)Sure, when do you need me come by, and what am I looking at?Michael GreeneWed, Oct 14, 2:22 PM (20 hours ago)to meWe are putting 2-1" PVC from entrance gate all the way around the building to the exit gate for security cameras. There is a total of about 650' of ditch. It is open as of today but we will be backfilling tomorrow. If possible, it would be best to come out early in the morning tomorrow. Call me at (828)964-1698. I will have to open the gate to let you in if you are before 8:00. Let me know if you have any questions.Edward Hylehyleea@appstate.eduWed, Oct 14, 2:26 PM (20 hours ago)to MichaelI would like to see it open I can come by in a bit.Scott EggersWed, Oct 14, 2:38 PM (20 hours ago)to me, Matt, MichaelI think anytime would work. You may want to contact Michael Greene (copied in this email) for more details as they are actually doing the work.ScottEdward Hylehyleea@appstate.edu7:00 AM (4 hours ago)to Scott, Matt, MichaelHello all,I have gotten all of the ditches located and photographed as needed. Please give me a day or so to get is data into the GIS Portal to be viewed, then we can further attribute the data further.Thanks,EddieMichael Greene6:53 AM (3 hours ago)to me10-4. Thanks Eddie3/20/2020 Made a copy to this feature class, removed non old features form the Leon Levine building updated images as requested by Art Rex.7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyers. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 11/302017 added to the SDE.11/29/17 Matthew Makdad, deleted unnecessary features from the NRLP poles and merged them to streetlight feature class making this new streetlight feature class. He did this using in house spreadsheets from Scott Eggers and Diana Wilcox. He had difficulty using ARC 10.4 because it does not have the functionality of ARC 10.5.1 so we repeated the procedure on my computer with success. There are now 1983 streetlights. He has ask the remaining streetlight feature class be renamed StreetLight_Rochester.9/28/2017 Edward Hyle, Changed light name as requested from cobra head safety light to cobra head light. Also removed the lights from the old Broyhill Inn site.9/27/2017 Met with Duane Reese in Sanford Mall today and he showed me were the WIFI fiber and one underground secondary power line was located. The electric power line is (2) 120 volt circuits #10 THHN. The fiber in the middle of the Mall is 6-strand fiber that runs to the electrical manhole and goes into IG Greer. The other WIFI connected on all buildings is CAT 5 cable. Explanation two 1-inch conduits go through the middle of the mall depth unknown. A ¾-inch conduit goes from the Sternberg to a manhole in the wide walk then to IG Greer. Collector was used for geolocation with images.Edited Streetlights, removed duplicates, add missing with NRLP poles, and added attribution just around ASU properties.9/05/2017 Images were attached to 1273 of the 1290 points that came from Rochester’s many folders a python script was run to place all images into an organized folder. Ownership has been assigned to the known 728 points, (ASU Sternberg lights). Two duplicate images have been omitted. 8/23/2017 Ready to attach the 1275 Rochester images to this feature class that now contains 1290 points.3/4/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.The definition of a light pole in this dataset is any outside light used for safety lighting as well as accent lighting. Examples of different styles of lights in this dataset are: New River Light and Power cobra head street lights, Appalachian State University Physical Plant Sternberg lights, various landscape accent lights, and other vertical style safety lights which can be viewed along the crosstie steps descending from Greenwood Parking lot, and behind Frank Residence Hall. In this dataset 1292 light poles were gelocated between 8/19/2014 and 11/20/2014 all but 5 were photographed. 392 of the 1292 light poles are not dated. The following columns are blank: owner, install_yr, and source. The id column has one comment: NRS. The comments column has limited comments, they are: NR5313, NR5310, L2501C, L2501B, K2608P, K2608N, K2608M, K2608L, K2608K, K2608H, K2608G, K2605F, K2605D, K2605C, K2605B, J2130C, (2), J2130C, F1716B, AREA UNDER CON., 168820, 168818, and 168817.Updated 08/09/2016 by Edward Hyle all lighting features now have a name and ownership. The duplicated light pole points have been deleted.ESRI, Woodard & Curran, Rochester & Associates, Inc. New River Light & Power, Highland Mapping, ASU Technology support, Art Rex and Edward Hyle
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Description: 11/16/2021 Updated Sanford drainage with georeferenced PDF as built, still waiting for a .dwg. I figured this was better than nothing.8/27/2021 Update Stadium area using JW Hampton Survey. App State Lake Notes4/16/2021Today Daniel Gryder and I located the storm drains to add to the work performed by Rochester for the App State lake around 2016. We had to make a number of assumptions since most of the junction boxes, and drop inlets were inaccessible, for a number of reasons. I feel more field work needs to be done for further conformation, maybe a camera. This would show, where the water actually flows, the condition of the pipes and junction boxes, and if any repair is needed. If there are any questions contact me, Edward Hyle, hyleea@appstate.edu. Note: many of the storm water junction box lids have sewer lids on them. Fieldwork 4/16/2021Physical Plant Drawing Folder2/25/2020 This storm water data around the Leon Lavine Hall of Health Sciences, has been updated using a georeferenced PDFs, such as C400, C403, C500, a land survey 02/04/2020 by Allen geomatics job 1234 last revised 07-17-2020 336-998-0215 L-3810. Jeffery C. Allen. Also, CAD drawings were used; however, could not be properly converted into GIS since X refs were missing. Field verification from the mechanical shop is a must to ensure accuracy of contracted performed work.5/30/2019 Rivers Street paving may affect access it appears they are putting metal covers over accesses to manholes hopefully we will get the data of what NC dot has done.2/19/2019: Monday 2/18/2019 Eric Greer and Daniel Gryder did some field work and camera work between Varsity and Rankin Science. They found degraded pipes, and pipes full of water and debris. It appears some of the pipes have settled in the middle so there is a belly in them, reducing the slope, and reducing their effectiveness to move storm water. 2/4/2019 The Stormwater lines and points on the east side of campus have been updated using four different surveys listed below. During this process, it was observed that the surveys did not agree on pipe size and in some cases location of infrastructure. The best educated guesses were used, the latest surveys, to add the lines and points to the GIS Portal. It appears that the best way to know what stormwater infrastructure is there and its condition is to camera the lines. Also working with stormwater and surveys it is apparent that many of the systems need maintenance. It is not uncommon to see on surveys the message “full of debris.” During flood events objects can enter structures forming damns and restrictions. Surveys:C1: Topographic Survey of Proposed Chiller Loop Site, DS Atlantic, 10/07/2000Y1: Site Survey for Rankin Hall, TGS Engineers, INC., 01/21/2001C6: Site Survey for Chapell Wilson Parking Area, WK Dickson, 10/30/2007F2: As Built Survey for APP. ST. UNI., Appalachian Prof. Land Surveyors, 07/17/2009D4: Topographic Survey for Chapell Wilson Joyce Lawrence Road Improvements, Sepi, 09/17/20137/17/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyers. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/16/2018 These features have been updated using a DWG. provided by Davis, Martin and Powell survey, made available 1/3/2018. 6415 OLD PLANK RD, HIGH POINT, NC 27265(336) 886-4821 | WWW.DMP-INC.COM | LICENSE: F-0245. The DWG was layered out by NRLP mapping department. Stormwater inlets typically found along the side or roads or in drainage swales.8/11/2017 Images were attached 1106 of the 1117, points all photos came from Rochester’s many folders and, a python script was run to place all images into an organized folder.3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.The Curb Inlet is typically a below ground box structure with a vertical throat opening at the street level, allowing surface water to enter the box and escape out of the underground pipes. Course sediments settle out in the bottom of the box, so as not to continue down the underground piping system. In this data set 272 curb inlets were geolocated between 8/19/2014 and 12/4/2014, 68 of the 272 entries, no collection dates were recorded. All of the points were photographed, ownership is blank except for one entry pointid63 (59435) (App State University). Sump elevation for all is zero, nothing is listed for installation year, condition, or source. There are limited comments; however, the comments include: pointid63, (57307), full of debris, (56223), -13.00Deep, (56329), silted, (56337), silt mate inside, (9289), leaves, (59435), solid top no INV, (5295), bottom of CI offset, (51582), no pipe flows to 51580, and (51588), other end not found.Missing catch basin features were added 12/07/2016 by Edward Hyle3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A drop inlet is a vertical inlet allowing surface water to drain vertically into a catch basin or directly into a culvert. Most drop inlets are equipped with some type of screen to keep large debris from entering and clogging the drainage system. In this dataset 822 drop inlets were located and most were photographed inside and out. Data was collected between 8/19/2015 and 7/16/2015, 238 of those entries have no date recorded. The sump elevation for all drop inlet data points is zero. Limited comments were recorded; however, here are some examples of the recorded comments: Silt mate inside, No access -3.5, INV N/A, INV Full of Debris, INV 3.20, DI sets over main flow, DI location buried, DI buried in debrisshottop, cannot see pipes in bottom, 2” Drain, 2-6CMP Vert, 12RCP northeast to building.-5.50, and -3.50 to INV pipe?3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A slotted drain or trench drain is used for the maximum movement of surface water off site. Most slotted drains have a grate over them allowing for water infiltration, and keeping large debris out of the drainage system. In this dataset 13 drains were geolocated and photographed between 9/17/2014 and 11/6/2014. The sump elevation is zero for each of the data points. Nothing is listed in the following columns: id, owner, install_yr, condition, and source. In the comments column only one comment was given for pointid63, 5181, (slotted drain is depth of 1.10 average). Woodard & Curran, Rochester & Associates, Inc.
Description: 8/31/2021 Updated Forest Hill Area using GPS and a site visit 8/23/2021, further attribution will come later. The GPS worked pretty good in most areas struggled in dense canopy setting.8/23/2021 Updated Stadium P3 area using a .dwg supplied by JW Hampton given to me by Dainel Gryder.5/13/2021 Email request from Matt Makdad: Matt Makdad2:31 PMEddieWould like the following items added to Switch Feature Class, Attribute SUBTYPE CD NRLP:OVERHEAD - GANG OPERATED SWITCHOVERHEAD - KNIFE BLADE(S)OVERHEAD - FUSE SAVER(S)OVERHEAD - FUSED DISCONNECT(S)JUNCTION CABINET - 1 PHASE JUNCTION CABINET - 3 PHASE - 2 POINT JUNCTION CABINET - 3 PHASE - 3 POINTJUNCTION CABINET - 3 PHASE - 4 POINTDelete:JUNCTION CABINETSWITCHBOARD7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 1/5/2018 Added 40 switches from NRLP CAD needs to be spatialy edited and atributed. Images would also be helpful. 8/22/2017 Images were attached to all 51 points that came from Rochester’s many folders a python script was run to place all images into an organized folder.Scott Eggers data from 03/14/2017 has been transferred to this feature class today 08/07/2017. Some electrical switches were attributed by Rochester as transformers and some transformers were attributed as electrical switches. As Scott discovers these small mix-ups are being corrected.3/14/2017 Under construction in NRLP GeoDatebase3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.An electrical switch is a device that can break an electrical circuit, interrupting the current diverting it from one conductor to another. In this dataset 47 electrical switches were geolocated and photographed between 9/9/2014 and 11/3/2014; however, 16 of those do not have a date listed. Nothing is entered in the following columns: id, owner, install_yr and source. The PM_Number column tells the name of the specific electrical switch, all but one has a listed name, pointid63, 52882. There are only a few entries in the following columns, dimensions, comments, and they are: dimensions column 6x6, (7) 5x5, 4x5, and 2.5x2.5, comments column, NC2, WC3, WC2, and NC3. Woodard & Curran, Rochester & Associates, Inc. New River Light & Power, Highland Mapping, ASU Technology support, Art Rex and Edward Hyle
Description: 8/27/2021 Update Stadium area using JW Hampton Survey. App State Lake Notes4/16/2021Today Daniel Gryder and I located the storm drains to add to the work performed by Rochester for the App State lake around 2016. We had to make a number of assumptions since most of the junction boxes, and drop inlets were inaccessible, for a number of reasons. I feel more field work needs to be done for further conformation, maybe a camera. This would show, where the water actually flows, the condition of the pipes and junction boxes, and if any repair is needed. If there are any questions contact me, Edward Hyle, hyleea@appstate.edu. Note: many of the storm water junction box lids have sewer lids on them. Fieldwork 4/16/2021Physical Plant Drawing Folder2/25/2020 This storm water data around the Leon Lavine Hall of Health Sciences, has been updated using a georeferenced PDFs, such as C400, C403, C500, a land survey 02/04/2020 by Allen geomatics job 1234 last revised 07-17-2020 336-998-0215 L-3810. Jeffery C. Allen. Also, CAD drawings were used; however, could not be properly converted into GIS since X refs were missing. Field verification from the mechanical shop is a must to ensure accuracy of contracted performed work.5/30/2019 Rivers Street paving may affect access it appears they are putting metal covers over accesses to manholes hopefully we will get the data of what NC dot has done.2/19/2019: Monday 2/18/2019 Eric Greer and Daniel Gryder did some field work and camera work between Varsity and Rankin Science. They found degraded pipes, and pipes full of water and debris. It appears some of the pipes have settled in the middle so there is a belly in them, reducing the slope, and reducing their effectiveness to move storm water. 2/4/2019 The Stormwater lines and points on the east side of campus have been updated using four different surveys listed below. During this process, it was observed that the surveys did not agree on pipe size and in some cases location of infrastructure. The best educated guesses were used, the latest surveys, to add the lines and points to the GIS Portal. It appears that the best way to know what stormwater infrastructure is there and its condition is to camera the lines. Also working with stormwater and surveys it is apparent that many of the systems need maintenance. It is not uncommon to see on surveys the message “full of debris.” During flood events objects can enter structures forming damns and restrictions. Surveys:C1: Topographic Survey of Proposed Chiller Loop Site, DS Atlantic, 10/07/2000Y1: Site Survey for Rankin Hall, TGS Engineers, INC., 01/21/2001C6: Site Survey for Chapell Wilson Parking Area, WK Dickson, 10/30/2007F2: As Built Survey for APP. ST. UNI., Appalachian Prof. Land Surveyors, 07/17/2009D4: Topographic Survey for Chapell Wilson Joyce Lawrence Road Improvements, Sepi, 09/17/20137/16/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/12/2018 These features were updated using the knowledge of the Appalachian State Physical Plant staff. 4/6/18 After discussion the storm water Junction Boxes, Manholes, were moved from the Network Structure Feature Class to Manholes. (124) One apparent duplicate was removed so (123).Points located by Rochester 2014-2015A junction box is a structure used to join multiple sections of storm drains. In this dataset 124 junction boxes were geolocated, and most photographed, between 8/19/2016 and12/3/2014. One data point is listed App State University as the owner, pointid63, 59035, the remaining 123 points have no owner. Nothing is listed in the following columns: id, install_yr, condition, and source. The sump elevation for all of the data points is zero. The comments are as follows: solid top INV NA, solid conic top, not sewer full water?, INV N/A, Cannot see pipes types sizes, box on side of main flow. Manhole features connect two or more pipes and control the flow of water in the network through pipe elevations. Manhole invert elevations are stored on the pipes, instead of the manholes themselves.
Description: 8/27/2021 Update Stadium area using JW Hampton Survey. 8/14/2017 Images were attached to 276 of the 290, points many of the photos came from Rochester’s many folders; however, some were taken in house, a python script was run to place all images into an organized folder. 5/2/2017 could not get the DWG from Design and Construction for the field hockey field the drainage system. Jeff Peirce said all of the designers have moved on and the data is no longer available. Guess we should have checked the DWG files when they were received to make sure they contained data. JEFF PIERCE, P.E Work # 828-262-6579, Cell # 704-775-3519Eddie - in regards to the empty cadd subfolders on the field Hockey, I 've tried to get the updated folders, but all project managers associated with that project has moved on. So, to fully update, if you can pull from the pdfs, that's the way to go.Let me know if you have any questions - Thanks!2017-05-01 14:33 GMT-04:00 Cisco Unity Connection Messaging System :2/28/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.The systems that are in use and are located in these feature classes are bio-retention ponds, permeable walks, Flexi®-Pave walks and patios, storm water retention structures, and green roofs. These features have been located using a contractor Woodard & Curran, Rochester & Associates, Inc. for some surveying, as built DWG’s from New River Light and Power, in house field work, and the use of the 6-inch aerial photography. Limited information about specific structures are available upon request. As time goes on and there is more research more information will be available. Woodard & Curran, Rochester & Associates, Inc., New River Light and Power, and Edward A. Hyle
HighSideConfiguration (type: esriFieldTypeString, alias: High Side Configuration, SQL Type: sqlTypeOther, length: 5, nullable: true, editable: true, Coded Values: [LG: Single Phase Line - Ground], [LL: Single Phase Line - Line])
Description: 8/20/2021 Update Stadium area using JW Hamptons Survey. 7/17/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 5/24/2018 Finished editing typos in this feature class more to come.7/5/2017 Images were attached to each of the points, many came from Rochester’s many folders and some in house, a python script was run to place all images into an organized folder. 3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.In this dataset the 110 fire hydrants were located and photographed between 8/19/2014 and 12/3/2014. No special comments were noted. As of 06/20/16 the following columns have been left blank: id, owner, install_yr, source, and comments.This feature class, Fire_Hydrant_Updated_Hyle_08262016, was updated 08/26/2016, from the Town of Boone imported feature class, (Boone_Hydrants_082616_Miller), using the Attribute Transfer Tool. Fire hydrant that were duplicated were erased by APH and missing fire hydrants throughout campus were added using the TOB data. The ID Column is the TOB Serial Number which is mainly based on 911 addresses. Also additional feature classes were added to mirror the TOB feature classes. There are now 110 fire hydrants in this feature class. Sent to Woodard& Curran 8/29/2016. Missing hydrants have been photographed in house 8/29/2016.Woodard & Curran, Rochester & Associates, Inc.
Description: 2/23/2022 Removed poles amd edited fiberlines at Rivers Walk per Makdad, fiber is underground and is in the same ditch as fiber.8/20/2021 Update Stadium area using JW Hamptons Survey.10/20/2020 Update MajorFiber and electrical are being installed October 2020 at ASU Water Plant. While the ditches are open I collected images and exact location with a high accuracy GPS, EOS Arrow Gold the afternoon of 10/14/2020. The GPS worked very well in open sky, accuracy .2-.4 of an Inch; however, beside structures and under tree canopy the accuracy fell to around 6 feet After this data is imported into the GIS Portal attribution will follow from Facilities Electrical Department and Tec Support. While I was there I also collected obvious above ground structure. See below email string:Scott EggersWed, Oct 14, 1:38 PM (21 hours ago)to me, Matt, MichaelEddie,ASU Electrical shop has been installing some infrastructure at the Water Plant on Rainbow Trail for some security cameras I believe. They are in the process of backfilling the trenches now. We thought you might want to GIS those ditches for future reference. If you could do it this week while digging is fresh would be best.Edward HyleWed, Oct 14, 2:06 PM (21 hours ago)Sure, when do you need me come by, and what am I looking at?Michael GreeneWed, Oct 14, 2:22 PM (20 hours ago)to meWe are putting 2-1" PVC from entrance gate all the way around the building to the exit gate for security cameras. There is a total of about 650' of ditch. It is open as of today but we will be backfilling tomorrow. If possible, it would be best to come out early in the morning tomorrow. Call me at (828)964-1698. I will have to open the gate to let you in if you are before 8:00. Let me know if you have any questions.Edward Hylehyleea@appstate.eduWed, Oct 14, 2:26 PM (20 hours ago)to MichaelI would like to see it open I can come by in a bit.Scott EggersWed, Oct 14, 2:38 PM (20 hours ago)to me, Matt, MichaelI think anytime would work. You may want to contact Michael Greene (copied in this email) for more details as they are actually doing the work.ScottEdward Hylehyleea@appstate.edu7:00 AM (4 hours ago)to Scott, Matt, MichaelHello all,I have gotten all of the ditches located and photographed as needed. Please give me a day or so to get is data into the GIS Portal to be viewed, then we can further attribute the data further.Thanks,EddieMichael Greene6:53 AM (3 hours ago)to me10-4. Thanks Eddie9/9/2019 Snapped NRLP CAD lines to the manhole at the Bodenheimer pump station.Fiber @ Bodenheimer Pump HouseNovacekm Physical Plant4:38 PM (31 minutes ago)to me, Mark, WilliamHi Eddie -Can you check in with Mark about the fiber at the Bodenheimer Pump House? Patrick Brittain just located the manhole for fiber last week so it's uncovered from plant material. He said it was in the general area of what we have on GIS...BUT...He said that Alan thought the fiber to App Heights was coming from the Mountaineer bus stop area but after looking in the manhole, that doesn't seem to be the case. Mark could probably tell you more. This got mentioned in the PP Meeting this morning so I'm passing it along so you can update the GIS.Michelle NovacekReal Estate//Special ProjectsAppalachian State University Physical Plant828-262-8776Made a call to Mark 4pm7/6/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyers. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 5/30/2018History Frank Butler NRLP, The ASU fiber is run though the abandoned New River Light & Power manholes and tunnel system. These manholes were abandoned when NRLP upgraded there system and got away from oil filled switches inside the manholes. Once cleaned and kept tidy by the telecom shop, have fallen into disrepair due to differed maintenance. They are now filled with water. Also there are buildings that are considered fiber hubs one example that was given was Ned and Maxine Trivette Hall. There also may be phone and fiber sharing the same manhole system.5/14/2018 Edited around Owens Field House, with the help of CAD and a PDF from NRLP, data collected by Allen Miller with IT.5/11/2017 GIS Locate at Field Hockey site Duane ReeseMay 11Hey Eddie,I just wanted to check and see if we could get you to come by the Field Hockey site and begin plotting the utilities that are being installed for the new Field Hockey field house. I didn't know if anyone had spoken to you about this but wanted to get you involved to mark the utilities while we are installing the conduits and water lines. Let me know if you want to meet us or you already have that on your schedule to do.ThanksEdward Hyle May 11to Duane I should be able to come by later todayDuane ReeseMay 11to me Okay I will probably leave early afternoon but their should be someone up at the site or you can probably see the route of the trench. ThanksEdward Hyle May 11to Duane Eric and I got it located where the track hoe left off.Can you give me the attribute information for the fiber line.? What people want to know about it. I know it is in a 2 in conduit but count and whatever else. Duane ReeseMay 14to me Hey Eddie,Thanks for working on this for us. I will get the attributes at a later time when I know the size of fiber that will be pulled in.Edward Hyle May 14to Duane Great!10/17/2017 This feature class needs a lot of work, there are 784 lines and many are side by side or on top of each other. In the description column, the type of fiber is either not named or named inconsistently. The Owner column needs to be filled out. Does it need a domain? Again, this is a marriage Rochester field location, In house location and NRLP DWGs.9/27/2017 Met with Duane Reese in Sanford Mall today and he showed me were the WIFI fiber and one underground secondary power line was located. The electric power line is (2) 120 volt circuits #10 THHN. The fiber in the middle of the Mall is 6-strand fiber that runs to the electrical manhole and goes into IG Greer. The other WIFI connected on all buildings is CAT 5 cable. Explanation two 1-inch conduits go through the middle of the mall depth unknown. A ¾-inch conduit goes from the Sternberg to a manhole in the wide walk then to IG Greer. Collector was used for geolocation with images.3/2/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.This communications CAD file was provided by Appalachian State University, modified into a shapefile by Woodard & Curran, Rochester & Associates, Inc. This data set contains 407 lines with a total length of 119,805 feet. The RefName column is left blank. 392 of the lines have a line weight of 25, the remaining 15 lines have a line weight of 0. The elevation column has 10 entries. There are 15 lines that have no line type, 347 lines have a line type of EXISTING_FIBER_OPTIC, and 45 lines have a line type of OVERHEAD_UTILITY. The layer column has 45 lines that are listed as an overhead communication utility, (S--F-COMM-FO-OH), with a total length of 27,617 feet. There are 362 lines that are listed as an underground communication utility, (S--F-COMM-FO-UG), with a total length of 92,189 feet. The colors of the lines are listed as CAD 30 (orange) 392 lines, and CAD 0 (black) 15 lines. As of 07/27/2016 there is no available data in the following attribute columns: communication type, and ownership. There is also no information describing when, and how this data was collected. The entity attribute column also has some variability 15 lines are left blank, 71 lines are listed as 2DPolyline, and 321lines are listed as LWPolyline.Note: Within this web map layers were made to represent the underground and overhead communication utilities. Underground communication utilities are represented as an orange dashed line while overhead utilities are represented as an orange solid line.This dataset contains 533 lines with a total length of 37,998 feet. No data is in the RefName column. All entries in the line weight column are 25. There are 22 out of 533 entries in the elevation column; two are 1791 feet. The line type is listed as, (1) CONTINUOUS, with a total length of 16 feet, (509) EXISTING_UNDERGROUND_COMMUNICATION, with a total length of 35,575 feet, and (23) PHANTOM2, with a total length of 2407 feet. The color for all entries is CAD 30 (orange). The layer column has a 510 lines that are S--F-COMM-LINE, and 23 lines that are S--F-COMM-LINE-APPROX. There is some variability in the entity column; 327 are labeled 2DPolyline, 29 are labeled Insert, 5 are labeled Line, and 172 are labeled LWPolyline. As of 6/23/16 no data is available on how, when, and the type of lines collected.This feature class was created using NRLP DWG files, and Woodard & Curran, Rochester & Associates, Inc. surveyed communication lines.NRLP, Woodard & Curran, Rochester & Associates, Inc., Edward Hyle
Description: After download 1/29/2019 this definition query was used MOD(Z_Feet, 10) = 10.Below is the Metadata from NC One Map.This XML file does not appear to have any style information associated with it. The document tree is shown below.NC Dept. of Information Technology, Government Data Analytics Center, Center for Geographic Information and Analysis, NCDOT GIS Branch, NC Floodplain Mapping Program201311Statewide Elevation Contours - 2 Foot Intervalvector digital dataRaleigh, North CarolinaNC DOT - GIS UnitNCCGIA distributes this datasethttp://www.nconemap.govStatewide elevation contours for all 100 NC counties. Contours are based on 20 foot DEM grid cells generated from LIDAR.Use is intended for general purpose display of contour data for all counties in North Carolina and to assist governmental agencies and others in making resource management decisions through use of a Geographic Information System (GIS).Consumers should not expect the contours to be exact and may contain small errors over open water or sound areas. The vertical datum used is NAVD 88. The accuracy of the LIDAR is about 25cm (10 inches), however, using two foot contours may be pushing data beyond the intended accuracy.201311publication dateAs Needed-84.417-75.38236.60233.785ISO 19115 Topic CategoryelevationNonecontourcontoursLiDARelevationcontour linecontour linesWilliam S. Powell, The North Carolina GAZETTEER, A Dictionary of Tar Heel Places, (Chapel Hill: University of North Carolina Press), August 1984.North CarolinaNone.The source of these statewide elevation contours is NC OneMap. Earlier versions of this dataset may exist. The user must be sure to use the appropriate dataset for the time period of interest. While efforts have been made to ensure that these data are accurate and reliable, CGIA or its partners cannot assume liability for any damages or misrepresentation caused by any inaccuracies in the data or as result of changes to the data caused by system transfers. Neither CGIA nor its partners shall not be held liable for any errors in this data. This includes errors of omission, errors concerning the content of the data, and positional accuracy of the data. This data cannot be construed to be a legal document. Primary sources from which this data was compiled must be consulted for verification of information contained in this data.David GiordanoNC Center for Geographic Information and AnalysisGIS Database Administratorphysical address3700 Wake Forest Rd.RaleighNorth Carolina27609USA(919) 754-6580(919) 715-85518am to 5pmPreferred contact is by emailLIDAR data is maintained by the Flood Mapping Program. Elevation products generated by NCDOT-GIS Unit. Data made available by the NC Center for Geographic Information and Analysis, through NC OneMap.Microsoft Windows 2000 Version 5.0 (Build 2195) Service Pack 4; ESRI ArcCatalog 9.2.1.1332None.Contours are complete statewide. Line generalization occurred to create smoother contour lines.Consumers should not expect the contours to be exact. The vertical datum used is NAVD 88, but the accuracy of the LIDAR is about 25cm or about 10 inches, however, using two foot contours may be pushing data beyond the intended accuracy.To build contours, Integer grids were used to allow for faster processing. The integer grid is rounded to the nearest 1/10th of a foot. A filter is run to reduce extreme elevation changes. A resample is done to create smoother contour lines. The input grid is also buffered by 1 mile to produce lines that are edgematched and avoid removing valid short lines. In mountainous areas the contours must be done with an 20 foot interval to avoid memory errors. Merge all the contours together to create a complete file.20070701Bill MillerNCDOTProgrammerMailing1521 Mail Service CenterRaleighNorth Carolina27699-1521USA919-707-2162bmiller@dot.state.nc.usVectorString10808670Lambert Conformal Conic34.33333336.166667-79.00000033.7500002000000.0026170.000000coordinate pair0.010.01survey feetNorth American Datum of 1983Geodetic Reference System 806378137.000000298.257222Contour linesContour lines for all of NC. Contour interval is 2 feet.NC DOT - GIS UnitZ_FeetIdentifies elevation in feet.NC DOT - GIS UnitElevations differ by contour line.FIPSFederal Information Processing Standard county code.NC DOT - GIS UnitCodes differ by county.LocGroupBlock identifier used during processing.NC DOT - GIS UnitCodes differ by contour line.LocXYBlock identifier used during processing.NC DOT - GIS UnitCodes differ by contour line.BaseContouBase contour line in feet.NC DOT - GIS Unit2The 2 foot base contour. To display 2 foot contour interval BaseContou values 4, 20, and 100 must also be displayed.NC DOT - GIS Unit4The 4 foot base contour. To display 4 foot contour interval BaseContou equal to 20 and 100 must also be displayed.NC DOT - GIS Unit20The 20 foot contour. To display 20 foot contour interval BaseContou equal to 100 must also be displayed.NC DOT - GIS Unit100The 100 foot base contour. Display only this BaseContou value to display 100 foot contour interval.NC DOT - GIS UnitAs neededShape_LengLength of contour line in feet.NC DOT - GIS UnitLines differ in length.Contour lines for North Carolina. 2 foot contour interval.NoneNC CGIAPhysical3700 Wake Forest RoadRaleighNorth Carolina27609USAMailing20322 Mail Service CenterRaleighNorth Carolina27699USA919-754-6580919-715-8551dataq@its.nc.gov8am to 5pmPhone and electronic mail preferredDownloadable DataNCCGIA is charged with the development and maintenance of NC OneMap and, in cooperation with other mapping organizations, is committed to offering its users accurate, useful, and current information. Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physical sources used to develop this dataset may be reflected in the data supplied. The user must be aware of possible conditions and bear responsibility for the appropriate use of the information with respect to possible errors, original map scale, collection methodology, currency of data, and other conditions specific to certain data. NCCGIA does not support secondary distribution of this dataset without its current, compliant metadata record. The use of trade names or commercial products does not constitute their endorsement by NCCGIA or North Carolina State Government.ESRI shapefile (*.shp)http://data.nconemap.gov/downloads/vector/elevation/contoursNone. Download from http://www.nconemap.gov is free of charge.Data can be customized on a cost-recovery basis. Contact dataq@its.nc.gov or 919-754-6580 for more information.All formats available from http://www.nconemap.gov are in ESRI shapefile. Other formats are available on a cost-recovery basis - contact dataq@its.nc.gov or 919-754-6580 for more information. Format compatibility is the user's responsibility.20070401Present201310NC CGIAPhysical3700 Wake Forest Rd.RaleighNorth Carolina27609USA919-754-6580919-715-8551nconemap@its.nc.gov8am to 5pmelectronic mail preferredFGDC Content Standards for Digital Geospatial MetadataFGDC-STD-001-1998local timeNoneThis metadata file is to accompany the dataset. NCCGIA does not support secondary distribution of this dataset without its current, compliant metadata record. If the dataset described in this metadata record was received from anyone besides NCCGIA, this metadata and the dataset it describes may contain discrepancies.
Description: 4/12/2021 Updated around the Levine Building, using a .dwg and C500 a georeferenced pdf, field verification is needed. 3/20/2019Field edits with Duane Reese. Removed incorrect line between Garwood and the Parking deck, removed abandoned propane tank front of Garwood. It should be removed later after spring 2019. 7/17/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 9/15/2017 It was noticed editor tracker was not turned on the RAI natural gas lines until 9/14/2017.3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.Natural gas is flammable gas, consisting largely of methane and other hydrocarbons, occurring naturally underground. This is an underground natural gas CAD file provided by Appalachian State University, Frontier Gas, and modified into a shapefile by Woodard & Curran, Rochester & Associates, Inc. This dataset contains 206 section of underground gas lines, with a total length of 244,337 feet. There are four columns that are left blank or are represented as all zeros they are: Name, Layer, Length, Shape_Leng. In the Source column all are listed as Frontier Natural Gas, and in the COUNTY column all are listed as Watauga. In the MUNICIPALI (municipality) column noting is listed in 38 of the line segments the remaining 168 has the Town of Boone listed. The YEARINSTAL (year installed) column has 56 segments that have no date, 1 segment installed in 2003, 1 segment installed in 2004, 51 segments installed in 2009, 18 segments installed in 2010, 28 segments installed in 2011, 7 segments installed in 2012, 35 segments installed in 2013, and 9 segments installed in 2014. It is assumed the Column MAINWO describes all the work-orders associated with the installation of the underground pipeline, all have an 8 to 10-digit number; however, 58 of the line segments do not have a work-order associated with them. The MAINPROJEC column describes the project where the gas lines are installed such as Bubbles Car Wash and App Hospitality, again 60 line segments do not have a project name. The Column FIREDIST places each line segment in their appropriate fire district which are: 3 pipe segments have no fire district and a total length of 12916 feet, 178 pipe segments are in the Boone fire district with a total length of 160,408 feet, 6 pipe segments are in the Boone Rural fire district with a total length of 5860 feet, and 19 pipe segments are in the Deep Gap fire district with a total length of 160,408 feet. The underground gas pipes are made of two different types of pipe as seen in the MATERIAL column 13 sections are made of steel (STL) with a total length of 82,296 feet and the type is mainly a transmission, with sizes ranging 1, 2,6, and 10 inches. The other type of pipe represented in this dataset is polyethylene (PE) a flexible plastic type pipe with a total length of 159,039 feet. 193 sections of this pipe are found in this dataset the type is listed as main and sizes range from 2,4, and 6 inches. The DESIGNATIO column (destination) has limited entries which include (3) T-13, S-7, RIDE WITH PRIDE, (3) D-112, D-102, and BLUE SKIES. The GWORKS column describes the type of and diameter in inches of the line segment which are: (1) blank total length 32 feet, (1) 10S (steel, SLV) total length 17,751 feet, (1) 1S (steel, SLV) total length 207 feet, (118) 2P (polyethylene, PE) total length 64,221 feet, (3) 2S (steel, SLV) total length 151 feet, (58) 4P (polyethylene, PE) total length 59,659 feet, (17) 6P (polyethylene, PE) total length 35,159 feet, and (7) 6S (steel, SLV) total length 67,156 feet.Natural gas is flammable gas, consisting largely of methane and other hydrocarbons, occurring naturally underground. In this dataset 145 lines were geolocated with a total length of 61,638 feet, no data describes how and when these lines were located. The following columns are left blank: MATERIAL, TYPE, DESIGNATION, GWORKS, FIREDIST, MAINPROJECT, MAINWO, YEARINSTAL, MUNICIPALI, and COUNTY. The SIZE column has limited entries which include: (1) 8INCH, (7) 6INCH, (1) 5 INCH, (5) 4INCH, 2.5 INCH, and (3) 10INCH. The Source is listed as RAI. In the Name column, 44 lines are listed as GAS 2 with a total length of 21,268 feet, 100 lines are listed as S--F-GAS-LINE with a total length of 39,570 feet, and 1 line has no listing with a total length of 799 feet. In the layer column 45 of the lines have not name, 62 of the lines are named S--F-GAS-LINE, and 38 of the lines are named S--F-GAS-LINE-APPROX. The columns Length and Shape_Leng both are inconsistent; either missing data or rounding data to the whole number or the tenths place. It appears all correct line lengths are found in column Shape_Length. Frontier Natural Gas, Art Rex the Director Space Management and Planning, and Woodard & Curran, Rochester & Associates, Inc.
Description: 7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. Populated using in house CAD and approximated visual surveys.
Description: 8/31/2021 Updated Forest Hill Area using GPS and a site visit 8/23/2021, further attribution will come later. The GPS worked pretty good in most areas struggled in dense canopy setting.8/23/2021 Updated Stadium P3 area using a .dwg supplied by JW Hampton given to me by Dainel Gryder.9/10/2018 Installed a primary power line behind Bowie waiting for survey, Line is approximate using photography and a pesron who installed it. 7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/17/2018 Updated by NRLP Staff10/2/2017 Edward Hyle updated ASU Primary Underground power lines, now need help to further clean feature class from NRLP. I removed artifacts and segmented lines, line segments in a series were linked together.9/28/2017 Edward Hyle, Started deleting duplicate lines, small segments, and drawing longer complete lines. 8/22/2017 Mainly ASU Power lines Ready for editing.3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.Primary power is the transmission of medium voltage between 2kV and 35kV to a transformer, where the voltage is then stepped down so that it can be consumed by residential and commercial customers. This data set consist of 234 polylines representing 6 different circuits. It is not shown how and when this data was collected. The line weight for each line is 25 with a color of 10, which is a bright red in CAD. The RefName column is left blank, and the elevation column has only 6 entries. The circuits consist of 201, 202, 203, 205, 206, 207. Circuit 201 consist of 121 lines with a length of 16255 feet. Circuit 202 consist of 29 lines with a length of 8208 feet. Circuit 203 consist of 12 lines with a length of 2686 feet. Circuit 205 consist of 33 lines with a length of 3447 feet. Circuit 206 consist of 24 lines with a length of 3252 feet. Circuit 207 consist of 15 lines with a length of 2423 feet. ESRI, Woodard & Curran, Rochester & Associates, Inc. New River Light & Power, Highland Mapping, ASU Technology support, Art Rex and Edward Hyle
Description: 7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 8/22/2017 Mainly ASU Power lines Ready for editing.3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.An overhead power line is a cable used to transmit, and distribute electrical power over long distances. These cables are suspended using power poles or transmission towers. Power lines weight, type, and configuration is one the deciding factors of what support structure must be constructed. Other deciding factors are the clearance requirements and typical regional weather events. In this dataset there are 128 lines totaling 8059 feet. Data about how and when these lines were geolocated is not available. In this dataset column FID_ is 0, column Layer is S--F-POW-OVERHEAD, column Color is CAD 10, column Linetype is EXISTING_OVERHEAD_ELECTRICAL, column LineWt is 25, column RefName is blank, and the Circuit column is also blank. There are 4 entries in the Elevation column and they are: (2) 3103.394, 3105.713, and 3109.169. The Entity column has some variability, and consist of: 25 2DPolyline lines totaling 713 feet, 6 Line lines totaling 220 feet, and 97 LWPolyline lines totaling 7126 feet. ESRI, Woodard & Curran, Rochester & Associates, Inc. New River Light & Power, Highland Mapping, ASU Technology support, Art Rex and Edward Hyle
Description: 8/31/2021 Updated Forest Hill Area using GPS and a site visit 8/23/2021, further attribution will come later. The GPS worked pretty good in most areas struggled in dense canopy setting.8/23/2021 Updated Stadium P3 area using a .dwg supplied by JW Hampton given to me by Dainel Gryder.10/20/2020 Update MajorFiber and electrical are being installed October 2020 at ASU Water Plant. While the ditches are open I collected images and exact location with a high accuracy GPS, EOS Arrow Gold the afternoon of 10/14/2020. The GPS worked very well in open sky, accuracy .2-.4 of an Inch; however, beside structures and under tree canopy the accuracy fell to around 6 feet After this data is imported into the GIS Portal attribution will follow from Facilities Electrical Department and Tec Support. While I was there I also collected obvious above ground structure. See below email string:Scott EggersWed, Oct 14, 1:38 PM (21 hours ago)to me, Matt, MichaelEddie,ASU Electrical shop has been installing some infrastructure at the Water Plant on Rainbow Trail for some security cameras I believe. They are in the process of backfilling the trenches now. We thought you might want to GIS those ditches for future reference. If you could do it this week while digging is fresh would be best.Edward HyleWed, Oct 14, 2:06 PM (21 hours ago)Sure, when do you need me come by, and what am I looking at?Michael GreeneWed, Oct 14, 2:22 PM (20 hours ago)to meWe are putting 2-1" PVC from entrance gate all the way around the building to the exit gate for security cameras. There is a total of about 650' of ditch. It is open as of today but we will be backfilling tomorrow. If possible, it would be best to come out early in the morning tomorrow. Call me at (828)964-1698. I will have to open the gate to let you in if you are before 8:00. Let me know if you have any questions.Edward Hylehyleea@appstate.eduWed, Oct 14, 2:26 PM (20 hours ago)to MichaelI would like to see it open I can come by in a bit.Scott EggersWed, Oct 14, 2:38 PM (20 hours ago)to me, Matt, MichaelI think anytime would work. You may want to contact Michael Greene (copied in this email) for more details as they are actually doing the work.ScottEdward Hylehyleea@appstate.edu7:00 AM (4 hours ago)to Scott, Matt, MichaelHello all,I have gotten all of the ditches located and photographed as needed. Please give me a day or so to get is data into the GIS Portal to be viewed, then we can further attribute the data further.Thanks,EddieMichael Greene6:53 AM (3 hours ago)to me10-4. Thanks Eddie7/9/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/17/2018 Updated by NRLP Staff10/2/2017 Edward Hyle updated Secondary Underground power lines, now need help to further clean feature class from NRLP and Physical Plant Electrical Shop. There are now only 390 lines. There were many many segments overlaying and small pieces of lines.9/28/2017 Edward Hyle, Started deleting duplicate lines, small segments, and drawing longer complete lines. 9/27/2017 Met with Duane Reese in Sanford Mall today and he showed me were the WIFI fiber and one underground secondary power line was located. The electric power line is (2) 120 volt circuits #10 THHN. The fiber in the middle of the Mall is 6-strand fiber that runs to the electrical manhole and goes into IG Greer. The other WIFI connected on all buildings is CAT 5 cable. Explanation two 1-inch conduits go through the middle of the mall depth unknown. A ¾-inch conduit goes from the Sternberg to a manhole in the wide walk then to IG Greer. Collector was used for geolocation with images.8/22/2017 Mainly ASU Power lines Ready for editing.3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.Underground power lines are any type of power line that resides underground instead of above ground. They may consist of primary or secondary power. In this dataset there are 2268 lines totaling 147,394 feet. Data about how and when these lines were geolocated is not available. The fid column is listed as 0, and nothing is listed in the RefName column. There are only 18 entries in the elevation column. The LineWt column is 25, for all but 2 are 0, and the Color column is CAD 10, for all but 2 that are CAD 0. The number 10 in CAD represents a bright red color, while 0 represents the color black. The Entity column consists of, no name or blank lines “”, 2DPolyline, Line, LWPolyline, and Solid lines. There are 2 blank lines with a total length of 151 feet, 1185 2DPolyline lines totaling 52,993 feet, 35 Line lines totaling 1511 feet, 1045 LWPolyline lines totaling 92,730 feet, and 1 Solid line totaling 10 feet. There is also variability in the Layer and Linetype columns and they are: In the Layer column there are 2 blank lines “”, color 0, Linetype, EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and total length 151 feet. In the Layer Column, S--F-POW-LINE-APPOX there are 7 lines with a Linetype of PHANTOM2, with a total length of 1361 feet. In the Layer column, S--F-POW-PRIMARY there are 965 lines with a Linetype of EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, with a total length of 66,502 feet. In the Layer Column, S--F-POW-SECONDARY there are 1294 lines with a Linetype of EXISTING_UNDERGROUND_ELECTRICAL with a total length of 79,381 feet. There are also 7 types of circuits in this dataset, they are: blank “”, 201, 202, 203, 205, 206, and 207. In the Circuit column there are 2032 lines that have no entry in the Circuit column, with a total length of 111,212 feet, and the line types consists of PHANTOM2, EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and EXISTING_UNDERGROUND_ELECTRICAL. Circuit 201 has 123 lines, line types of, EXISTING_UNDERGROUND_ELECTRICAL, EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and PHANTOM2, and a total length of 16,256 feet. Circuit 202 has 29 lines, line types of, EXISTING_UNDERGROUND_ELECTRICAL, EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and a total length of 8208 feet. Circuit 203 has 12 lines, the line types consist of, EXISTING_UNDERGROUND_ELECTRICAL, S--F-POW-PRIMARY, and a total length of 2686 feet. Circuit 205 has 33 lines, the line types consist of EXISTING_UNDERGROUND_ELECTRICAL, EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and a total length of 3358 feet. Circuit 206 has 24 lines, the line types consist of EXISTING_UNDERGROUND_ELECTRICAL, EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and a total length of 3252 feet. Circuit 207 has 15 lines, a line type of EXISTING_UNDERGROUND_ELECTRICAL_PRIMARY, and a total length of 2423 feet.ESRI, Woodard & Curran, Rochester & Associates, Inc. New River Light & Power, Highland Mapping, ASU Technology support, Art Rex and Edward Hyle
Description: 8/19/2021 Update Stadium area using JW Hampton Survey. 8/4/2021 Updated Around NRLP using a survey Moseley Architects, (704) 540- 3755 Cadd Project 3335, May 10, 2013 since it matched pretty close with the Town of Boone GIS; however, should be QC by Facilities.6/9/2021 These features at App State Water Plant moved to new Backwash feature class that will live in water feature dataset. 8/7/2019 I looked at the new P3 sewer line the contractor, (Iron Mountain), successfully bored underneath the new steam line along Jack Branch drive. It is headed to building 200. Ted LeJeune lejeuneth@appstate.edu(828) 262-6579, said we will get a great finished product of all infrastructure with P3, once construction is completed, but he would call me if I need to come and GPS anything in house.7/11/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/11/2018 These features have been updated using a DWG. provided by Davis, Martin and Powell survey, made available 1/3/2018.6415 OLD PLANK RD, HIGH POINT, NC 27265(336) 886-4821 | WWW.DMP-INC.COM | LICENSE: F-0245. The DWG was layered out by NRLP mapping department.8/14/2017 Rochester's PDF's and Videos were attached to the CCTV surveyed Sewer polyline lines. The largest video would not copy over. It was decided that all videos shall be hosted elsewhere on ASU’s network and attached via URL. All sewer videos have been placed in a single folder for easy attaching in the future. 7/25/2017 The Sewer Line CCTV Inspection feature class data has been added to the Gravity Sewer Line by Ownership feature class so there is no need to import the Sewer Line CCTV feature class into the SDE database. 3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A sanitary sewer is an underground carriage system, specifically for transporting sewage from houses and commercial buildings through a network of pipes for treatment and proper disposal. Appalachian State University maintains its own gravity sewer system which is tied into the Town of Boone’s sewer system where the sewage is properly treated and disposed of. The pipes range in size from 4”, 6”, 8” 12”, 15”,18”,24”, and 30” inside diameter, (check with the manufacturer for verification); however, many of the pipes are listed 0” meaning size is undetermined. The prominent materials that the sewer lines are made of are VCP, DIP, PVC, RCP, and CIP. (VCP), vitrified clay pipe is pipe made from a blend of clay and shale that has been subjected to high temperature to achieve vitrification, a process which results in a hard, inert ceramic pipe. (DIP), Ductile iron pipe is a pipe made of ductile iron used to manufacture the pipe is characterized by the spheroidal or nodular nature of the graphite within the iron. (PVC), Polyvinyl chloride, more correctly but unusually (polyvinyl chloride), is a widely produced synthetic plastic polymer, after polyethylene and polypropylene. (RCP) or reinforced concrete pipe is the most durable and longest-lasting pipe available for underground usage it can last more than 100 years. CIP more commonly known as (CIPP), cured in place pipe is a joint less, seamless, pipe-within-a-pipe with the capability to rehabilitate pipes ranging in diameter from 0.1–2.8 meter (4"–110"). A resin-saturated felt tube made of polyester, fiberglass cloth or a number of other materials suitable for resin impregnation, is inverted or pulled into a damaged pipe. In this dataset Appalachian State University maintains 178 lines equaling 20308’. 119 of those lines where field located while 59 were approximated. The number and size of the pipes are: 31, 0”, 3, 4”,11, 6”, 97, 8”, 10,10”, 25, 12” and 1, 18”. The attribute column videoed_ shows eight lines were videoed 169 were not and one had no name. There are also extra columns in the attribute table video_1 and video_2 which makes for confusing analysis. The different sewer pipe materials and number used are as follows: CIP 1, DIP 62, PVC 20, RCP 2, VCP 62, other 31. In this dataset the Town of Boone maintains 168 lines totaling 26131’. 126 of those lines were field located and 42 of those lines were approximated. The number and size of the pipes are: 22, 0”, 10, 6”, 70, 8”, 6,10”, 29, 12”, 4, 15”, 10, 18”, 3, 24”, 14, 30”. located Data collected unknown. The attribute column videoed_ shows five lines were located and 163 were not. None of the Town of Boone sewer lines were videoed. The different sewer pipe materials and number used are as follows: DIP 70, PVC 18, RCP 20, VCP 33, other 27. One line near Founders Hall also has no ownership.3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.Six lengths of pipe were robotically inspected using CCTV (closed-circuit television) technology. The inside diameters ranged from 0”, 8”, and 12”. The attribute table of FID 5 seems to be incomplete since there is no length and the diameter is 0”. These inspections were preformed 7-14-2015 according to the video footage. The inspected pipes consisted of VCP, 3, DIP, 2, and one is blank. (VCP) vitrified clay pipe is pipe made from a blend of clay and shale that has been subjected to high temperature to achieve vitrification, a process which results in a hard, inert ceramic pipe. (DIP) Ductile iron pipe is a pipe made of ductile iron used to manufacture the pipe is characterized by the spheroidal or nodular nature of the graphite within the iron. The accuracy is listed as approximate and field located. The total length of pipe inspected is 568’.Woodard & Curran, Rochester & Associates, Inc.
Description: 8/19/2021 Updated P3, Stadium area Steam Using a Survey Provided by JW Hampton metadata attached to affected points and lines. 3/19/2020 Major edits Informatiuon by Dan Gryder, mainly around the Peacock lots and Duncan and Rankin.1/6/2019 Stadium Lot Steam Phase 1 Survey As Builts for GISDaniel GryderDec 16, 2019, 7:03 AMto meEddy,Please see the attached AutoCAD AsBuilts for the Stadium Lot steam phase 1. I had you come out and mark the manholes in the summer. The three manholes shown here are the new manholes. It starts on the left from ST45-01 and runs behind Gardner Coltrane to ST45-04 on the right.The 8 inch pre insulated steam pipe is lower on the page than the 4 inch pre-insulated condensate line.Please let me know what information you need from me.Thanks,Daniel Gryder5/14/ 2018 Edited this feature class using a marked up Steam map completed by the Physical Plant Mechanical Shop.4/12/2018 These features were updated using the knowledge of the Appalachian State Physical Plant staff. 2/18/2018 Daniel Gryder, Update Physical Plant Daniel Gryder sent a CAD file with the dimensions of the expansion loop on locust street along with the entire Steam System. There were lots of questions, few answers. The plan is to share data via the PP Plant drawing folder to update the GIS. It appears much of the CAD is approximate, a work in progress. The Locust Street measurements were found using an infrared camera. 3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A steam pipe is a type of pipe used to move steam from one location to another using air pressure. This dataset contains 147 lines with a total length of 31,179 feet. No data is available about how and when this data was collected. The Name column has 143 lines named CAD PolyLine and three named CAD 3D PolyLine, and one named CAD Line; whereas, the Layer column has 139 lines named S--F-STEAM-LINE and eight named S--F-STEAM-LINE-APPOX.
Description: 8/19/2021 Updated P3, Stadium area Steam Using a Survey Provided by JW Hampton metadata attached to affected points and lines. 3/19/2020 Major edits Informatiuon by Dan Gryder, mainly around the Peacock lots and Duncan and Rankin.5/14/ 2018 Edited this feature class using a marked up Steam map completed by the Physical Plant Mechanical Shop.4/12/2018 These features were updated using the knowledge of the Appalachian State Physical Plant staff. 3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A steam tunnel or utility tunnel is an underground utility corridor which houses utilities such as steam pipes, fiber optics, electricity, water, sewer pipes, cable television, and even telephone lines. These utilities are organized in this tunnel, and can be easily accessed to preform, maintenance, future upgrades, and repairs as needed. This dataset contains 22 lines with a total length of 6113 feet. No data is available about how and when this data was collected. The Name column has 21 lines named CAD PolyLine and one named CAD 3D PolyLine; whereas, the Layer column has 21 lines named S--F-STEAM-LINE and one named S--F-STEAM-LINE-APPOX.Woodard & Curran, Rochester & Associates, Inc.
Description: 11/16/2021 Updated Sanford drainage with georeferenced PDF as built, still waiting for a .dwg. I figured this was better than nothing.8/30/2021 Update Stadium area using JW Hampton Survey. App State Lake Notes4/16/2021Today Daniel Gryder and I located the storm drains to add to the work performed by Rochester for the App State lake around 2016. We had to make a number of assumptions since most of the junction boxes, and drop inlets were inaccessible, for a number of reasons. I feel more field work needs to be done for further conformation, maybe a camera. This would show, where the water actually flows, the condition of the pipes and junction boxes, and if any repair is needed. If there are any questions contact me, Edward Hyle, hyleea@appstate.edu. Note: many of the storm water junction box lids have sewer lids on them. Fieldwork 4/16/2021Physical Plant Drawing Folder2/25/2020 This storm water data around the Leon Lavine Hall of Health Sciences, has been updated using a georeferenced PDFs, such as C400, C403, C500, a land survey 02/04/2020 by Allen geomatics job 1234 last revised 07-17-2020 336-998-0215 L-3810. Jeffery C. Allen. Also, CAD drawings were used; however, could not be properly converted into GIS since X refs were missing. Field verification from the mechanical shop is a must to ensure accuracy of contracted performed work.2/19/2019: Monday 2/18/2019 Eric Greer and Daniel Gryder did some field work and camera work between Varsity and Rankin Science. They found degraded pipes, and pipes full of water and debris. It appears some of the pipes have settled in the middle so there is a belly in them, reducing the slope, and reducing their effectiveness to move storm water. 2/4/2019 The Stormwater lines and points on the east side of campus have been updated using four different surveys listed below. During this process, it was observed that the surveys did not agree on pipe size and in some cases location of infrastructure. The best educated guesses were used, the latest surveys, to add the lines and points to the GIS Portal. It appears that the best way to know what stormwater infrastructure is there and its condition is to camera the lines. Also working with stormwater and surveys it is apparent that many of the systems need maintenance. It is not uncommon to see on surveys the message “full of debris.” During flood events objects can enter structures forming damns and restrictions. Surveys:C1: Topographic Survey of Proposed Chiller Loop Site, DS Atlantic, 10/07/2000Y1: Site Survey for Rankin Hall, TGS Engineers, INC., 01/21/2001C6: Site Survey for Chapell Wilson Parking Area, WK Dickson, 10/30/2007F2: As Built Survey for APP. ST. UNI., Appalachian Prof. Land Surveyors, 07/17/2009D4: Topographic Survey for Chapell Wilson Joyce Lawrence Road Improvements, Sepi, 09/17/20137/16/2018 This, feature class was updated with a 2017 survey. The Old High School property was surveyed by Timothy W. Caldwell License number L-5232, September 27, 2017, Mattern & Crag Engineers and Surveyors. Data is considered 90% accurate, and data was collected between 8/ 5-18 / 2017. All coordinates are based on NCGS NAD/83/ 2011 and all elevations are based on NAVD 88. 4/16/2018 These features have been updated using a DWG. provided by Davis, Martin and Powell survey, made available 1/3/2018. 6415 OLD PLANK RD, HIGH POINT, NC 27265(336) 886-4821 | WWW.DMP-INC.COM | LICENSE: F-0245. The DWG was layered out by NRLP mapping department. 4/12/2018 These features were updated using the knowledge of the Appalachian State Physical Plant staff. 8/14/2017 Rochester’s PDF's were attached to the CCTV surveyed Storm Water polyline lines. Relevant in house images were also attached to other polylines. Storm pipe repair July 2017 in front of APH and the new score board at the football stadium July 2017. It was decided that all videos will be hosted elsewhere on ASU’s network and attached via URL.7/25/2017 Added the Storm_Pipe_CCTV_Inspection to the Storm_Pipe feature class, removed found duplicate polylines. Added polylines when needed and updated conflicting attribution. 3/6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.A storm pipe is a structure used to move unwanted water away from structures. In this data set there are 1016 sections of pipes located. 974 of these pipe sections, Appalachian State University is listed as the owner while 42 of the pipe sections the owner is left blank. The Accuracy column list 907 field located, 67 approximate, and 42 are left blank. The following columns are either zero or left blank: photograph, up_id, down_id, height, width, length, pipe_slope, install_yr, and source. The column pipe_shape has two entries Round and 3177.61. The comments column also has limited comments, which consist of inverts inaccessible, full of debris, assumed size, material &C. Pipe size is also very variable, here is a list of the attribute table: 1 is 72”x72”, 1 is 72”, 1 is 5’x8’, 1is 6’x8’, 5 are 66”, 4 are 60”, 1 is 54”, 8 are 48”, 5 are 42”, 27 are 36”, 17 are 30”, 88 are 24”, 146 are 18”, 313 are 15”, 208 are 12”, 7 are 10”, 41 are 8”, 31 are 6”, 2 are 4”, 4 are unknown, and 103 are left blank. The pipes are made of various materials and are listed as follows: 18, VCP, 512 RCP, 62, PVC, 176, HDPE, 7, DIP, 15 CPP, 1 concrete, 118 CMP, 103 blank, and 4 unknown. (VCP), vitrified clay pipe is pipe made from a blend of clay and shale that has been subjected to high temperature to achieve vitrification, a process which results in a hard, inert ceramic pipe. (RCP), reinforced concrete pipe is the most durable and longest-lasting pipe available for underground usage it can last more than 100 years. (PVC), Polyvinyl chloride, more correctly but unusually (polyvinyl chloride), is a widely produced synthetic plastic polymer, after polyethylene and polypropylene. HDPE, high density polyethylene pipe is extremely corrosion resistant and has an extremely long service life. (DIP), Ductile iron pipe is a pipe made of ductile iron used to manufacture the pipe is characterized by the spheroidal or nodular nature of the graphite within the iron. CCP stands for corrugated plastic pipe also known as HDPE. CMP, corrugated metal pipe, is fairly inexpensive has a predictable service life, comes in a wide range of gages, corrugations, and shapes in diameters ranging from 12” – 144”. 67,013 feet of storm drains have been located in this attribute table./6/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.44 lengths of pipe were robotically inspected using CCTV (closed-circuit television) technology. The inside diameters ranged from 0”, 15”, 18”, 24”,30”, 36”, 42”, 48”, 66”, 72”, and 84”. In the pipe size column two of the lines are blank with no measurement. These inspections were preformed between 7-13-2015 and 7-16-2015 according to the video footage. The inspected pipes consisted of CMP, 14, CCP,1, HDPE, 3, RCP, 24 and two lines are blank. CMP, corrugated metal pipe, is fairly inexpensive has a predictable service life, comes in a wide range of gages, corrugations, and shapes in diameters ranging from 12” – 144”. CCP stands for corrugated plastic pipe also known as HDPE, high density polyethylene pipe. This type of pipe is extremely corrosion resistant and has an extremely long service life. RCP,reinforced concrete pipe is the most durable and longest-lasting pipe available for underground usage it can last more than 100 years. The accuracy is listed as (8), approximate, (33), field located, and (3), are blank. The comments are limited, but include, inverts inaccessible, and 5772 connects to an unknown JB we called 5772A. Video_2 list these comments: 5337 to 54486 (6.3 ft).VOB, APH to 2361.VOB, Peacock_Duncan_Daylight to 59019.VOB. The owner is listed as Appalachian State University for all but, 3 they are blank. The total length of pipe inspected is 6341’.Woodard & Curran, Rochester & Associates, Inc.
Description: 8/30/2021 Update Stadium area using JW Hampton Survey. 2/25/2020 This storm water data around the Leon Lavine Hall of Health Sciences, has been updated using a georeferenced PDFs, such as C400, C403, C500, a land survey 02/04/2020 by Allen geomatics job 1234 last revised 07-17-2020 336-998-0215 L-3810. Jeffery C. Allen. Also, CAD drawings were used; however, could not be properly converted into GIS since X refs were missing. Field verification from the mechanical shop is a must to ensure accuracy of contracted performed work.5/2/2017 could not get the DWG from Design and Construction for the field hockey field the drainage system. Jeff Peirce said all of the designers have moved on and the data is no longer available. Guess we should have checked the DWG files when they were received to make sure they contained data. JEFF PIERCE, P.E Work # 828-262-6579, Cell # 704-775-3519Eddie - in regards to the empty cadd subfolders on the field Hockey, I 've tried to get the updated folders, but all project managers associated with that project has moved on. So, to fully update, if you can pull from the pdfs, that's the way to go.Let me know if you have any questions - Thanks!2017-05-01 14:33 GMT-04:00 Cisco Unity Connection Messaging System :2/28/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.The systems that are in use and are located in these feature classes are bio-retention ponds, permeable walks, Flexi®-Pave walks and patios, storm water retention structures, and green roofs. These features have been located using a contractor Woodard & Curran, Rochester & Associates, Inc. for some surveying, as built DWG’s from New River Light and Power, in house field work, and the use of the 6-inch aerial photography. Limited information about specific structures are available upon request. As time goes on and there is more research more information will be available. (VCP), vitrified clay pipe is pipe made from a blend of clay and shale that has been subjected to high temperature to achieve vitrification, a process which results in a hard, inert ceramic pipe. (RCP), reinforced concrete pipe is the most durable and longest-lasting pipe available for underground usage it can last more than 100 years. (PVC), Polyvinyl chloride, more correctly but unusually (polyvinyl chloride), is a widely produced synthetic plastic polymer, after polyethylene and polypropylene. HDPE, high density polyethylene pipe is extremely corrosion resistant and has an extremely long service life. (DIP), Ductile iron pipe is a pipe made of ductile iron used to manufacture the pipe is characterized by the spheroidal or nodular nature of the graphite within the iron. CCP stands for corrugated plastic pipe also known as HDPE. CMP, corrugated metal pipe, is fairly inexpensive has a predictable service life, comes in a wide range of gages, corrugations, and shapes in diameters ranging from 12” – 144”.Woodard & Curran, Rochester & Associates, Inc., New River Light and Power, and Edward A. Hyle
Description: 7/6/2017 Waiting for data see email>Hello Patrick,I have a question can you tell me about chilled water lines? It is a feature on Rochester webmap, and Arc Map which we are in the process of importing into our own database. As you can see this is incomplete I would like to make it more complete. Does all chilled water originate from the Chilled water plant beside the Library? Any knowledge you would like to share would be helpful. If you have the lines in CAD format you can send those as well. I would like to know the size, condition, pressure, or other. Attached is a CAD Drawing of the chilled water line of what I have thus far, which may be yours.ThanksEddieEddie,Most chilled water is at individual buildings. Some regional chilled water sources exist as chillers were replaced so that several buildings are tied together. The RUB building being one new chilled water facility. Hard to detail in an email.Regards, PatrickEdward Hyle Jun 30 (6 days ago)to Patrick Do you have a better representation of Chilled Water Lines? Waiting?3/3/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.Chilled water is used in the process to cool large buildings especially those that have different cooling requirements throughout the building. In this data set there are 37 CAD polyline segments with a length of 4625’. Woodard & Curran, Rochester & Associates, Inc.
Description: 8/20/2021 Update Stadium area using JW Hamptons Survey. Metadata attached to surrounding hydrants and fire department conections.8/4/2021 Updated Around NRLP using a survey Moseley Architects, (704) 540- 3755 Cadd Project 3335, May 10, 2013 since it matched pretty close with the Town of Boone GIS; however, should be QC by Facilities.4/12/2018 These features were updated using the knowledge of the Appalachian State Physical Plant staff. 7/6/2017 Images taken in house were attached to the water line in front of Broyhill Music associated with a water leak 11/2016, a python script was run to place all images into an organized folder.3/7/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.There are three types of water line pipes associated with Appalachian State University, and the Town of Boone water infrastructure, they consist of: DIP, PVC and Asbestos Cement. (DIP), Ductile iron pipe is a pipe made of ductile iron used to manufacture the pipe is characterized by the spheroidal or nodular nature of the graphite within the iron. (PVC), Polyvinyl chloride, more correctly but unusually (polyvinyl chloride), is a widely produced synthetic plastic polymer, after polyethylene and polypropylene. Asbestos cement is a concrete pipe made of a mixture of Portland cement and asbestos fiber which is highly resistant to corrosion; used in drainage systems, waterworks systems, and gas lines. There are a total of 677 polylines in this data set. 96 of those pipes are a part of the Town of Boone water system, installed in 1970. The pipes are composed of ductile iron with a total length of 11,154 feet. 36 segments of the polylines are approximately located and the other 60 segments are field located. No size is listed for these segments. The remaining 581 segments of pipes belong to Appalachian’s water system. Installation dates range from 1935-2012. The total length of Appalachian State University water pipes are 63,909 feet, 472 sections of pipe are field located, and the other 109 locations are approximated. One segment does not have any material listed in the material column, it has a 0” for size, no installation year, is 16’ long, and has an approximate location. The next type of pipe is asbestos cement there are 29 segments of this pipe all installed in 1970, with a total length of 14,037’. Sizes range from 0”, 8”, 12”, and 16”. Seventeen segments are field located while the other twelve are approximated. The majority of the water lines consist of ductile iron pipe, installed in 1935, 1940, 1952, 1962, 1963, 1966, 1967, 1968, 1970, 1973, 1974, 1976, 1980, 1981, 1983, 1987, 1990, 1994, 1996, 1997, 2000, 2002, 2003, 2009, 2010, 2011, 2012, with 581 segments and a total length of 49,432 feet. Sizes range from 0”, 3”, 4”, 6”, 8”, 10”, 12”, 16”. 487 sections of pipe where field located while the remaining 94 sections were approximately located. The last type of water line used is PVC three segments where located. One installed in 2002 with a length of 229’, a diameter of 1”, and was field located. The other two segments were installed in 1994 with a length of 195’, a diameter of 3”, and location is approximated. 6” Water line updated 11/11/2016 in front Schaefer Center using Farthing Drawing 1972, energized waterline, and GPS.Woodard & Curran, Rochester & Associates, Inc.
Description: 3/18/2021 This feature class was updated with a Georeferenced PDF C401, of Sanford Hall, and a site visit 3/17/2021. The purpose of the visit was to collect newly planted trees for the tree feature class. Hopefully a drawing file will be available to further correct infrastructure. 2/26/2021 Sanford Hall footprint is now updated using a georeferenced PDF from Renovation Bid Documents 10/02/2019 9202-184940, SCO ID#: 18-19501-02A, Code: 41830 Item: 301 12/01/2020 This data around the Leon Lavine Hall of Health Sciences, has been updated using a georeferenced PDF, land survey 02/04/2020 by Allen geomatics Job 1234 last revised 07-17-2020 336-998-0215 L-3810. Jeffery C. Allen. >>> "Lorrie.Stevens" 11/20/2020 11:22 >>>001,002, etc are usually condo's and buildings that are deemed leaseholds or owned by another individual other than the property ownerLorrie StevensWatauga County Tax MappingGIS Tech II(828)265-8029Lorrie.Stevens@watgov.org10/20/2020 Update MajorFiber and electrical are being installed October 2020 at ASU Water Plant. While the ditches are open I collected images and exact location with a high accuracy GPS, EOS Arrow Gold the afternoon of 10/14/2020. The GPS worked very well in open sky, accuracy .2-.4 of an Inch; however, beside structures and under tree canopy the accuracy fell to around 6 feet After this data is imported into the GIS Portal attribution will follow from Facilities Electrical Department and Tec Support. While I was there I also collected obvious above ground structure. See below email string:Scott EggersWed, Oct 14, 1:38 PM (21 hours ago)to me, Matt, MichaelEddie,ASU Electrical shop has been installing some infrastructure at the Water Plant on Rainbow Trail for some security cameras I believe. They are in the process of backfilling the trenches now. We thought you might want to GIS those ditches for future reference. If you could do it this week while digging is fresh would be best.Edward HyleWed, Oct 14, 2:06 PM (21 hours ago)Sure, when do you need me come by, and what am I looking at?Michael GreeneWed, Oct 14, 2:22 PM (20 hours ago)to meWe are putting 2-1" PVC from entrance gate all the way around the building to the exit gate for security cameras. There is a total of about 650' of ditch. It is open as of today but we will be backfilling tomorrow. If possible, it would be best to come out early in the morning tomorrow. Call me at (828)964-1698. I will have to open the gate to let you in if you are before 8:00. Let me know if you have any questions.Edward Hylehyleea@appstate.eduWed, Oct 14, 2:26 PM (20 hours ago)to MichaelI would like to see it open I can come by in a bit.Scott EggersWed, Oct 14, 2:38 PM (20 hours ago)to me, Matt, MichaelI think anytime would work. You may want to contact Michael Greene (copied in this email) for more details as they are actually doing the work.ScottEdward Hylehyleea@appstate.edu7:00 AM (4 hours ago)to Scott, Matt, MichaelHello all,I have gotten all of the ditches located and photographed as needed. Please give me a day or so to get is data into the GIS Portal to be viewed, then we can further attribute the data further.Thanks,EddieMichael Greene6:53 AM (3 hours ago)to me10-4. Thanks EddieOctober 2020 Updated Highland Appartments name and adress to match the Town of Boone GIS Portal. The Endzone, Raven Rocks, Laurel Hill, and Thunder Hill area has been updated 10/2/2020, from an As Built .dwg converted into feature classes. This conversion was done 7/12/2019. Field work was also done to fact check some of the features, as construction continues. As more information becomes available more edits will be done. Since Raven Rocks and Thunder Hill have been completed I thought they need to be represented. I should soon receive the finalized .dwg from the contactors. This is a living feature class that is edited and updated as information becomes available. 9/28/2020Leon Levine Hall of Health Sciences, College of Health Sciences These features were updated using a Bid Package 2, May 9, 2016, Page 21 C302, CERT. NO. 50417. This PDF was georeferenced, using ArcMap 10.8.1 on 9/24/2020 using known landmarks, and completed fieldwork from the fall of 2018. These updates may be changed again once the finalized DWG files are released. All associated documentation.9/1/2020 Added building 400 a couple weeks ago, small edits as need throughout the summer. Added an elevator attribution, for possible 3D work from a shared 2016 Elevator bid.4/15/2020 updated geometry of HSH from 2018 asbuilt 1/6/2020Broadstone Edits Email Request 12/15/2019 Waiting 911 Addresses.Novacekm Facilities OperationsDec 15, 2019, 7:49 PMto me, Colemann, AmyHi Guys - Colemann & Eddie and I talked about this back in October. Cheryl's given it the OK to change in Aim.Map of buildings and photos of the buildings attached. We only need new entries in Aim for the ones we are insuring. (7 Buildings.)Reason for taking this trouble: The buildings need to be insured and we need to track them separately for values, SF, address, etc. Each building will have a unique 911 address, but we don't have it yet. I can fix it in Aim when the county gives us the numbers.For EddieYou'll need to change the alpha numeric you're using now to match the map (sorry about the change!!)There are some buildings that I hand drew in and there's a road that I drew in. Road names may be significant when we get the 911.Michelle NovacekReal Estate//Special ProjectsAppalachian State University Facilities828-262-87769/5/2019New & Different 911 Addresses for Stadium Area BuildingsNovacekm Physical Plant10:37 AM (33 minutes ago)to Alexander, Tom, Bruce, Derek, me, Roger, Julie, Pamela, Diane, David, Shelly, Thomas, Amanda, Jamie, Caroline, Haley, Debra, Sean, Karen, Miranda, Jason, David, Beth, Steven, Andy, Sandra, Michael, Barry, Nicholas, Clayton, MatthewHi Everyone -I'll be updating these 911 addresses with the State Property Office today. We've already updated the addresses in Aim. Since you might be responsible for a report that refers to one of these addresses...or maybe it's signage, a map, a webpage, a syllabus, business cards, operations manuals, driving directions or stationery (is that even a thing?) that you oversee, I'm sharing these changes with you.Is there anyone else internally that I might want to flag? We’ve Got Your Number: NEW 911 Addresses Near Stadium…Recalculating….There are new 911 addresses for almost all of the buildings near the stadium.And now…the New Addresses:Bowie Hall is 262 Jack Branch Drive (formerly 418 Stadium Heights Drive)· Eggers Hall is 264 Jack Branch Drive (formerly 388 Stadium Heights Drive)· Frank Hall is 199 Stadium Heights Drive (formerly 342 Stadium Heights Drive)· Belk Hall is 207 Stadium Heights Drive (formerly 324 Stadium Heights Drive)· Softball Field House is 300 Jack Branch Drive (formerly 260 Jack Branch Drive)· Newland Hall is 243 Stadium Heights Drive (formerly 266 Stadium Heights Drive)· NEW Parking Deck is 185 Stadium Heights DriveUnder Construction, Still has an address:· Building 100 is 228 Stadium Drive· Building 200 is 176 Jack Branch Drive· End Zone Facility is 135 Jack Branch DriveMichelle NovacekReal Estate//Special ProjectsAppalachian State University Physical Plant828-262-87768/15/2019 Update Building Physical Infrastructure7/22/2019 Master Plan 20257/15/2019 P3 Link7/12/2019"Founder's Bell Pavilion" is the official name for the bell tower.Colemann Rusch8:58 AM (23 minutes ago)Per Michelle's discussions with relevant folks.Colemann G RuschBusiness & Technology Applications TechnicianASU Physical Plant Administration(828) 262-8774ruschcg@appstate.edu7/8/2019Bell tower/gazebo.InboxColemann Rusch3:19 PM (2 minutes ago)to meFYI, ended up doing a bldg number for the bell tower/gazebo after all. It's been assigned 476 per Roger Brandon / Deborah Wood.4/15/2019Using new photography and the retaining wall feature class, as well as others, I have snapped surrounding features together as they should be. This procedure has taken sometime and I am sure I have missed some things but the vector basemap looks much cleaner now. I would have thought Rochester would have done this for us as a final draft of their services. All of the line features that should be a closed item are now. As I run across others they will be corrected as well. 1/11/2019 Updated the Aim numbers and acronyms using an excel file location. Z:\GIS\Work\Special_Request\Campus_Buildings\Campus_Buildings\Acronyms6/14/2018 Updated using ASU Library resources and Doris Perry Stam’s book “Mountain Educators The Dougherty Family and the First Fifty years of Appalachian”4/5/2018 Updated the Year Built and Year Renovated using and excel spreadsheet derived from AIM for an Abestos survey much more to do.10/11/2017 Now in the SDE the appropriate images were attached to many of the polygons in this feature class, and a python script was run to place each of them into a single folder. It would be great to have up to date images and have a consistent naming protocol. It was a challlenge to attach the images, also a few polygons have also been added.10/10/2017 The Broyhill Inn has been removed from this data set but will re appear in another dataset of ASU historic buildings. 6/2/2017 Edited and updated AIM building numbers using the a spreadsheet from Colemann Rusch in the Physical Plant now closer to being complete.3/10/2017 Added AIM Building Numbers and Acronym from a PDF from Michelle Novacek dated 9/14/2016, and using AIM were updated. The PIN collumn was updated using the Town of Boone's web map. Additional structures were added accoring to AIM and images came from flield collection, Google Earth, and AIM. There are now 239 structures of which 204 are photographed.2/20/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.The shapefile BLDG_POLY_1 was copied from the read only GIS2.sde database available through the Geography department and was pasted into a personal geodatabase in January 2016. This shapefile contained 7545 polygons, and was located in the gis.SDE.Boone_2014 geodatabase folder. 139 polygons were selected and this shapefile, All_ASU_Buildings_Hyle_ was created in March 2016. Each of the 139 Appalachian State University buildings were categorized either: Academic, Athletics/Recreation, Residential, Service/Admin, Parking Deck, and Other.Many edits were completed from 09/09/2016-09/15/20016. All polygons have received an appropriate name, building structures not associated with Appalachian State University have been deleted. Other important structures not in the original data have been added. When all is finalized it would be a good to run the feature to point tool again if the latitude and longitude need to be verified. There are currently 200 polygons in this feature class. Information has also been transferred off the Town of Boone website when applicable. http://gisviewer.townofboone.net/maps/default.htmMore updates were completed December 2016 this is a tough feature class as I learn more from others NRLP and the Physical Plant this feature class gets more up to date. The now 200 of the 235 structures have a photo linked to them. This is the most up to date feature class for Appalachian State University building structures. 3/8/2017 the Broadstone structures were added. Geography Department, Edward HyleShort History from the ASU Library Collection. Accessed 6/12/2018 *Source: Physical Facilities Inventory, 20031899: Local people raised $1,100 & labor & materials for 2 story wood frame Watauga Academy building.1903: Watauga Academy building completed, destroyed by fire 1946. Sole campus building included: 1st Floor--model primary room, domestic science kitchen, dining room, sick room, book room 2nd floor--library, printing office, sewing room, art room, library archives.1903: Dougherty House built; moved off campus to Appalachian Heritage Museum in 1989.1905: Coffey Farm adjacent to Newland Hall purchased.1905: First Administration Building completed, demolished 1967.1st Floor–office, business room, chapel, 3 recitation rooms. 2nd Floor--auditorium, music rooms.1906: Lovill Home, first women’s dormitory, completed; demolished in early 1930s.1907: McNeil Cottage, boarding house for women, purchased.1908: Edminsten farm on New River two miles southeast of campus, purchased.1908: Newland Hall, 1st dorm for men, completed; demolished mid-1930s.1911: Science Hall completed; destroyed by fire in 1946 with Watauga Academy.1915: New River Light and Power Plant constructed on Edminsten Farm, services campus and six Boone customers.1915: Campus buildings wired for electricity.1915: Second Lovill Home completed.1915: First Lovill Home becomes Lovill Annex, used primarily as women’s dorm during summer school.1917: Arts and Crafts Building/Gymnasium/Industrial Arts Building constructed; demolished late 1930s.1920: Justice Residence Hall completed; demolished early 1950s.1923: New River Light and Power hydropower plant on Edminsten Farm destroyed by fire.1924: New hydropower plant completed on Edminsten Farm.1924: New River Steam Generator Power Plant on Appalachian Campus completed; demolished mid-1990s.1924: Second Administration Building completed; destroyed by fire 1966.1924: Women’s Gymnasium completed; demolished for Welborn addition, 1956-57.1924: First White Residence Hall completed; demolished 1968.1925: Central Dining Hall/Cafeteria/Welborn Hall completed; slated for demolition 2008.1925: Boone Grade School/Appalachian Elementary/Old Education Building; demolished mid-1960s.1929: Dauph-Blan Residence Hall completed; demolished 1980.1930-31: First Lovill Home, Lovill Annex demolished.1931: Justice Annex; demolished early 1950s.1932: Watauga County Hospital Built in location of first Lovill Home.1934: Men’s Gymnasium completed; demolished early 1960s.1934: College Bookstore moved to brick building on corner of Locust St. and College St.1935: D. D. Dougherty Library completed.1938: Appalachian High School/Demonstration High School completed.1938: The first Faculty Apartments building completed, later named North Hall, and renamed Workman Hall in 1967.1939: Second Newland Residence Hall completed; demolished mid-1990s.1939: First Administration Building converted to Home Economics Building; demolished 1968.1939: Old Science Hall (1911) converted to Fine Arts Building.1939-1940: 13 Faculty Houses completed; converted later for departmental use and gradually demolished during 1990s.1940: Smith-Wright Hall completed.1940: Howard Street Brick House built,* current home to Psychology Research Department.1946: Watauga Academy and old Science Building/Fine Arts Building destroyed by fire.1946: Art and Music Departments moved to basement of Administration Building.1946: New Barn completed.*1949: Service Annex completed.1949: Campus Laundry facilities completed in Services Annex Building.1950: Fine Arts Building, later I.G.Greer Hall, completed.1952: East Residence Hall completed.1952: Justice Residence Hall completed.1952: Hagaman Hall completed.1952: I.G. Greer occupied by Music & Art Dept.1953: Second Faculty Apartments building completed, later Coffey Residence Hall in 1981.1954: New Appalachian Elementary/Demonstration Elementary School building completed, later named Whitener Hall.1955: Original Appalachian Elementary School Building renovated, known as Old Education Building.1955: Broome-Kirk Gymnasium completed; demolished early 2000s.1957: President's Home completed.1960: Dauph-Blan Residence Hall renovated, renamed Watauga Hall in mid-1960s.1961: W. Kerr Scott Hall completed.1962: L.S. Dougherty Hall completed.1962: Conrad Stadium completed, replaced College Field.1962: Field House constructed adjacent to Conrad Stadium.1963: Doughton Residence Hall completed.1963: Rankin Science Building completed.1965: Addition and renovation to Welborn Cafeteria completed.1965: Home Management House completed.1965: Lucy Brock Child Development Center/Nursery School completed.1965: Duncan Hall completed.1965: Northeast Building (Winn-Dixie, later H’Appy’s/Legends) completed.1965: Appalachian High School merged with newly created Watauga High School; building renovated and renamed Chapell Wilson Hall.1966: Chapell Wilson Hall reopens.1966: White Residence Hall (2nd) completed.1966: Hoey Residence Hall completed.1966: Bowie Residence Hall completed.1966: Lovill Residence Hall completed.1966: Second Administration Building destroyed by fire on December 29.1967: Plemmons Student Union completed.1967: Second Lovill Home demolished.1967: Home Economics/first Administration Building demolished.1968: B. B. Dougherty Administration Building completed on sight of first Administration Building.1968: Gardner Residence Hall completed.1968: Cannon Residence Hall completed.1968: Varsity Gym completed.1968: Belk Library completed.1968: Cone Residence Hall completed.1968: Coltrane Residence Hall completed.1968: Hagaman Infirmary renovated (old nurses home).1968: Watauga County Hospital renovated into Administration Building Annex.1968: First White Residence Hall demolished.1969: Sanford Hall completed.1969: University Bookstore completed.1969: Warehouse constructed.**Source: Physical Facilities Inventory, 20031970: Rankin Science Hall addition completed.1970: Eggers Residence Hall completed.1970: Mechanical and Electrical Building constructed adjacent to Steam Generator.*1971: University Services Building constructed.*1972: Broyhill Conference Center for Continuing Education opened.1972: Mountaineer Apartments complex A completed.1972: New Barn constructed.1972: Warehouse Annex constructed.*1973: Mountaineer Apartments complexes B-H completed.1973: Water Treatment Plant constructed.1974: Farthing Auditorium completed.1974: Winkler Hall completed.1975: Walker Hall completed.1975: Steam Generator Plant renovated and renamed Physical Services Building.*1975: Appalachian Elementary School discontinued, building renovated; renamed Daniel J. Whitener Hall.1975: Garage and Grounds constructed.*1976: Herbert Walter Wey Hall completed.1977: Chemical Storage Building constructed.*1979: Conrad Stadium rebuilt.Early 1980s: Child Care Center (built 1928) purchased.1980: Watauga Residence Hall demolished for Belk Library addition.1980: Belk Residence Hall completed.1980: Frank Residence Hall completed.1980: Dark Sky Observatory completed.1980-81: Administration Annex renamed Founders Hall.1980-81: Cafeteria renamed Welborn Hall.1980: Annas Student Support Building completed.1980: Owens Field House dedicated.1981: Faculty Apartments converted to co-educational dormitory for honors students; renamed Coffey Hall.1983: Broyhill Music Center completed.1983: Methodist Church, later renamed the Turchin Center, rebuilt after a fire.1983: University Hall completed.1984: Winn-Dixie at northeast corner of campus purchased, reopened as H’Appy’s.1987: Quinn Recreation Center completed.1987: Dougherty House moved to storage in an open field.1987: Tomlinson Park dedicated.1987: Auxiliary Warehouse constructed.*1988: Conrad Stadium renamed Kidd-Brewer Stadium.1988: H’Appy’s renovated and renamed Legends.1989: Dougherty House purchased by Appalachian Heritage Museum and moved to US 321.Early-Mid 1990s: 13 Faculty Houses on Faculty/Rivers St. gradually demolished.Mid-1990s: Service Annex demolished.Mid-1990s: Steam Generator Plant demolished.1990: Raley Business Hall completed.1990: Owens Field House renovations completed.1991: Trivette Hall completed.1993: Child Care Center renovated.*1994: Appalachian Heights Apartments completed.1994: Greenhouse completed; destroyed by fire 1997.1994: Second Newland Hall demolished.1996: Third Newland Hall completed.1996: Thomas Academic Support Building completed.1996: McKinney Alumni Center completed.1996: Biology Greenhouse completed.1997: Greenhouse destroyed by fire.1997: Steam Generator Plant rebuilt on sight of Service Annex.Early 2000s: Broome-Kirk Gymnasium demolished to make room for new Central Dining Hall.2001: Holmes Convocation Center completed.2002: New Chancellor’s Residence completed.2002: Rivers Street Parking Deck completed.2002: Living Learning Residence Hall completed.2003: Living Learning Academic Building completed.2003: Old 1963 Rankin Science Building demolished.2003: Rankin Science North completed.2003: Regional Chiller Building completed.*2005: Belk Library and Information Commons completed.2005: First Belk Library renamed Old Library Classroom Building.2006: Whitener Hall demolished.2007: Kerr Scott Hall renamed Katherine Harper Hall.
Description: 8/14/2017 In house images were attached to the visible storm mitigation systems; a python script was run to place all images into an organized folder.5/2/2017 could not get the DWG from Design and Construction for the field hockey field the drainage system. Jeff Peirce said all of the designers have moved on and the data is no longer available. Guess we should have checked the DWG files when they were received to make sure they contained data. JEFF PIERCE, P.E Work # 828-262-6579, Cell # 704-775-3519Eddie - in regards to the empty cadd subfolders on the field Hockey, I 've tried to get the updated folders, but all project managers associated with that project has moved on. So, to fully update, if you can pull from the pdfs, that's the way to go.Let me know if you have any questions - Thanks!2017-05-01 14:33 GMT-04:00 Cisco Unity Connection Messaging System :2/28/2017 Editor Tracker has been added to this feature class. All of the attributes have been appropriately updated and meaningless columns omitted. However, this is a work in progress.The systems that are in use and are located in these feature classes are bio-retention ponds, permeable walks, Flexi®-Pave walks and patios, storm water retention structures, and green roofs. These features have been located using a contractor Woodard & Curran, Rochester & Associates, Inc. for some surveying, as built DWG’s from New River Light and Power, in house field work, and the use of the 6-inch aerial photography. Limited information about specific structures are available upon request. As time goes on and there is more research more information will be available. Woodard & Curran, Rochester & Associates, Inc., New River Light and Power, and Edward A. Hyle