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HomeMy WebLinkAbout19960260 Ver 1_Complete File_19960318 TRANSMITTAL SLIP rn REF. NO. OR ROOM, BLDG. ?m7 FROM: REF. NO. OR ROOM, BLDG. ACTION. ? NOTE AND FILE :? PER OUR CONVERSATION. ? NOTE AND RETURN TO' ME ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR. APPROVAL ? NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION ?. :PLEASE -ANSWER ? FOR YOUR'-COMMENTS. ? PREPARE REPLY FOR MY SIGNATURE - '? SIGNATURE ? TAKE APPROPRIATES ACTION ? INVESTIGATE AND REPORT. COMMENTS: N. C. DEPARTMENT OF TRANSPORTATION DATE ? . .- a 960200 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMEs B. HUNT JPL DIVISION OF HIGHWAYS GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201 tV SECRETARY 401 1SS?D March 8, 1996 Mr. Mike Smith {y 4 ` U. S. Army Corps of Engineers ` Raleigh Regulatory Field Office 6512 Falls of the Neuse Road, Suite 105 Raleigh, North Carolina 27615 Dear Mr. Smith: SUBJECT: Johnston County, Replacement of Bridge No. 91 over Middle Creek on SR 1504, TIP No. B-2992, State Project No. 8.23 Federal Aid Project No. BRZ-1504(2). Attached for your information are copies of the project planning reports for the subject project. The project is being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). Therefore, we do not anticipate requesting an individual permit but propose to proceed under a Nationwide Permit in accordance with 33 CFR 330 Appendix A (B-23) issued November 22, 1991, by the Corps of Engineers. The provisions of Section 330.4 and Appendix A (C) of these regulations will he followed in the construction of the project. We anticipate that a 401 General Water Quality Certification will apply to this project, and are providing one copy of the documents to the North Carolina Department of Environment, Health and Natural Resources, Division of Environmental Management, for their review. e it 2 If you have any questions or need any additional information, please contact Mr. Gordon Cashin at (919) 733-7844, Extension 315. GEC/plr Attachments Sincere] , H. Franklin Vick, PE, Manager Planning and Environmental Branch cc: Mr. Ken Jolly, COE, Raleigh Mr. John Dorney, NCEHNR, DEM Mr. Kelly Barger, PE, Program Development Branch Mr. Don Morton, State Highway Engineer - Design Mr. A. L. Hankins, Hydraulics Unit Mr. Tom Shearin, PE, State Roadway Design Engineer Mr. D. R. Dupree, Division 4 Engineer :y • ?I! CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No.: B-2992 State Project No.: 8.2311701 Federal-Aid Project No. BRZ-1504(4) A. Protect Description : NCDOT will replace Bridge No. 91 on SR 1504 over Middle Creek in Johnston County. The bridge will be replaced at the existing location with a new bridge approximately 50 meters (165 feet) in length. The bridge will be 8.4 meters (28 feet) wide. This will allow for a 6.6 meter (22 foot) travelway and a 0.9 meter (3 foot) offset on each side. The bridge will be constructed at approximately the same grade as the existing structure. The approach roadway will be 6.6 meters (22 feet) wide with shoulder widths of at least 1.2 meters (4 feet). Shoulders will be increased to at least 2.1 meters (7 feet) where guardrail is warranted. Traffic will be detoured on existing secondary roads during construction. (See Figure 1). B. Purpose and Need: Bridge No. 91 has a sufficiency rating of 26.2 out of 100.0 and an estimated remaining life of 2 years. The deck of Bridge No. 91 is only 7.2 meters (24 feet) wide. The existing bridge is posted at 8 tons for single vehicles and 15 tons for Truck-tractor Semi- trailers. For these reasons the existing bridge needs to be replaced. C: Proposed Improvements: Circle one or more of the following improvements which apply to the project: Type II Improvements 1. Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening ( less than one through lane) io 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit 3. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements ® Replacing a bridge (structure and/ or fill) 4. Transportation corridor fringe parking facilities. 5. Construction of new truck weigh stations or rest areas. 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. 8. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and located on or near a street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 2 M 10, Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UMT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. Special Project Information Environmental Commitments: All standard measures will be implemented to avoid or minimize environmental impacts. 2. High Quality Waters Soil and Erosion Control measures will be implemented and maintained throughout project construction to mimimize or eliminate the possibility of water quality degradation during project construction. 3. Right-of-way widths will be reduced as much as possible to minimize the amount of property required from Crantock Farm. Estimated Costs: Construction $ 450,000 Right of Way $ 17.000 Total $ 467,000 Estimated Traffic: Current - 400 VPD Year 2018 - 700 VPD 3 Y ? K w M Proposed Typical Roadway Section: The approach roadway will be 6.6 meters (22 feet) wide with shoulder widths of at least 1.2 meters (4 feet). Shoulders will be increased to at least 2.1 meters (7 feet) where guardrail is warranted. Design Speed: Based on initial design, it appears that the design speed will be approximately 100 km/h (60 mph). Functional Classification: SR 1504 is classified as a Rural Local Route in the Statewide Functional Classification System. Division Office Comments: The Division Office recommends SR 1504 be closed during construction and traffic be detoured along SR 1501 and NC 210 during construction. E. Threshold Criteria If any Type II actions are involved in the project, the following evaluation must be completed. If the project consists only of Type I improvements, the following checklist does not need to be Completed. ECOLOGICAL YES. NO (1) Will the project have a substantial impact on any ? x unique or important natural resource? (2) Does the project involve any habitat where federally listed endangered or threatened species may occur? (3) Will the project affect anadromous fish? 0 x (4) If the project involves wetlands, is the amount of ? permanent and/or temporary wetland taking less than x one-third (1/3) acre and have all practicable measures to avoid and minimize takings been evaluated? 4 5) Will the project require use of U. S. Forest Service lands? El X ( (6) Will the quality of adjacent water resources be adversely X impacted by proposed construction activities? 7 (7) Does the project involve waters classified as Outstanding ? Water Resources (OWR) and/or High Quality Waters X (HQW)? (8) Will the project require fill in waters of the United States ? X in any of the designated mountain trout counties? (9) Does the project involve any known underground storage ? X tanks (UST's) or hazardous materials sites? PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the ? project significantly affect the coastal zone and/or any X "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act X resources? F (12) Will a U. S. Coast Guard permit be required? ? X (13) Will the project result in the modification of any existing ? X regulatory floodway? (14) Will the project require any stream relocations or channel x changes? 5 SOCIAL AND ECONOMIC (15) Will the project induce substantial impacts to planned growth or land use for the area? YES NO I x ? x (16) Will the project require the relocation of any family or business? (17) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? (18) Will the project involve any changes in access control? (19) Will the project substantially alter the usefulness and/ or land ? use of any adjacent property? (20) Will the project have an adverse effect on permanent local ? traffic patterns or community cohesiveness? X ? 7 X x x (21) Is the project included in an approved thoroughfare plan and/ or Transportation Improvement Program (and is, x therefore, in conformance with the Clean Air Act of 1990)9 (22) Is the project anticipated to cause an increase in traffic volumes? (23) Will traffic be maintained during construction using existing roads, staged construction, or on-site detours? (24) Is there substantial controversy on social, economic, or environmental grounds concerning the project? (25) Is the project consistent with all Federal, State, and local laws relating to the environmental aspects of the action? ?X X ? ?X X ? 6 -1. G. CE Approval TIP Project No. B-2992 State Project No. 8.2311701 Federal-Aid Project No.: BRZ-1504(4) Project Description : NCDOT will replace Bridge No. 91 on SR 1504 over Middle Creek in Johnston County. The bridge will be replaced at the existing location with a new bridge approximately 50 meters (165 feet) in length. The bridge will be 8.4 meters (28 feet) wide. This will allow for a 6.6 meter (22 foot) travelway and a 0.9 meter (3 foot) offset on each side. The bridge will be constructed at approximately the same grade as the existing structure. The approach roadway will be 6.6 meters (22 feet) wide with shoulder widths of at least 1.2 meters (4 feet). Shoulders will be increased to at least 2.1 meters (7 feet) where guardrail is warranted. Traffic will be detoured on existing secondary roads during construction. (See Figure 1). Categorical Exclusion Action Classification: (Check one) TYPE II (A) X TYPE II (B) ? .: •ZTIJ? :..P j / e YD i? .: ? h P ? ? ??'IrP S N(! 14 '? ya t' r. Approved: 1-22-.745- Date /-ZZ- Date Assistant Manager Planning & Environmental Branch Proje t Planning Unit Head -u" T I • Date Project Planning For Type II (B) projects only: Date Fop, 8 Federal Highway Administration i .-r< mrEdu AsChW O 6 ros{rro 2 3 70 l 1 Nf 4e O H. T 80? l® ?? ! l , 50 a old • Pin F ? .+. 9 2 It Pint Laval ° 9s` ! 70A \?• Aw tordn,r Mus-. 4 Pfi ?? 10 1 HOW La" ® s 2 ! V ? v r ?? our acs lop e ? •? ?. 9 ,l` .s b ,0>. 3 10 •3 CN ?l l ®l s \' >?? P Fqs 1 I S \'? t t ;o Po \° '? 04 .2 ys I o /BRIDGE N0.91 \u, 0 .6 \-? A V ..5 i \° Fqs '3 \p Aj PPS b .00 S i? •8 ci 2.6 ' FA t .3 m 3 \? .4?? \e ° 1.2 y \Ti i ?p •v? \s rr N ? id !? ? ?`? ? bus v? ? . Q 5 \? -p •! \? .4 PAS .9 16 N b \°e •9 Creek .7 NORTH CAROLINA DEPARTMENT OF \° \D \°? TRANSPORTATION o \`rs DIVISION OF HIGHWAYS }_ ; N ?• ?? PLANNING AND ENVIRONMENTAL O \? BRANCH BRIDGE NO. 91 3 ON SR 1504 OVER -/-7 ?•: MIDDLE CREEK ° JOHNSTON COUNTY T.I.P. NO. B-2992 FIG.1 STUDIED DETOUR ROUTE 0 kilometers . 1.6 0 miles 1 NORTH CAROLINA DIVISION FINAL NATIONWIDE SECTION 4(f) EVALUATION AND APPROVAL FOR FEDERALLY-AIDED HIGHWAY PROJECTS WITH MINOR INVOLVEMENTS WITH HISTORIC SITES F. A. PROJECT BRZ-1504(44) STATE PROJECT 8.2311701 T. I. P. NO. B-2992 DESCRIPTION: Replace Bridge No. 91 on SR 1504 over Middle Creek in Johnston County. Relative to the Crantock Farm property. YES NO 1. Is the proposed project designed to improve the operational characteristics, safety, and/or physical condition of the existing highway facility on essentially x ? the same alignment? 2. Is the project on new location? F-1 x 3. Is the historic site adjacent to the existing highway? X F] 4. Does the project require the removal or alteration ? x of historic buildings, structures, or objects? 5. Does the project disturb or remove archaeological resources which are important to preserve in place ? x rather than to recover for archaeological research? 6. a. Is the impact on the Section 4(f) site considered x ? minor (i.e. no effect, no adverse effect)? b. If the project is determined to have "no adverse effect" on the historic site, does the Advisory Council on Historic Preservation object to the determination ? x of "no adverse effect"? 7. Has the SHPO agreed, in writing, with the assessment x ? of impacts and the proposed mitigation? EIS? f F x an 8. Does the project require the preparation o ALTERNATIVES CONSIDERED AND FOUND NOT TO BE FEASIBLE AND PRUDENT The following alternatives were evaluated and found not to be feasible and prudent: YES NO 1. Do nothing Does the "do nothing" alternative: F-1 a correct capacity deficiencies? x or b correct existing safety hazards? F-I x or (c) correct deteriorated conditions? F-I x and (d) create a cost or impact of extraordinary measure? F? X 2. Improve the highway without using?the adiacent historic site. (a) Have minor alignment shifts, changes in standards, use of retaining walls, etc., or traffic management x ? measures been evaluated? (b) The items in 2(a) would result in: (circle, as appropriate) G substantial adverse environmental impacts or (ii substantial increased costs or (iii) unique engineering, transportation, maintenance, or safety problems or (iv) substantial social, environmental, or economic impacts or (v) a project which does not meet the need or (vi) impacts, costs, or problems which are of extraordinary magnitude Yes No 3. Build an improved facility on new location without x ? using the historic site. (a) An alternate on new location would result in: (circle, as appropriate) (i) a project which does not solve the existing problems or (ii) substantial social, environmental, or economic impacts or (iii) a substantial increase in project cost or engineering difficulties and (iv) such impacts, costs, or difficulties of truly unusual or unique or extraordinary magnitude MINIMIZATION OF HARM Yes No 1. The project includes all possible planning to minimize x ? harm necessary to preserve the historic integrity of the site. 2. Measures to minimize harm have been agreed to, in x ? accordance with 36 CFR Part 800, by the FHWA, the SHPO, and as appropriate,the ACHP. 3. Specific measures to minimize harm are described as follows: Right-of-way widths will be reduced as much as possible to minimize the amount of property required from Crantock Farm. Note: Any response in a box requires additional information prior to approval. Consult Nationwide 4(f) evaluation. COORDINATION The proposed project has been coordinated with the following (attach correspondence): a. State Historic Preservation Officer x b. Advisory Council on Historic Preservation N/A c. Property owner N/A d. Local/State/Federal Agencies N/A e. US Coast Guard N/A (for bridges requiring bridge permits) SUMMARY AND APPROVAL The project meets all criteria included in the programmatic 4(f) evaluation approved on December 23, 1986. All required alternatives have been evaluated and the findings made are clearly applicable to this project. There are no feasible and prudent alternatives to the use of the historic site. The project includes all possible planning to minimize harm, and the measures to minimize harm will be incorporated in the project. All appropriate coordination has-been successfully completed with local and state agencies. Approved: x_22-9t' ' Date *A-Manager, Planning & Environmental Branch NCDOT / Date Divis' Adrni strator, FHWA r ?•SWEo North Carolina Department of Cultural Resources James B. Hunt. Jr., Governor Betty Ray McCain, Secretary March 24, 1995 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Replace Bridge 91 on SR 1504 over Middle Creek, Johnston County, B-2992, Federal Aid BRZ- 1504(4), State Project 8.2311701, ER 95-8406 Dear Mr. Graf: Division of Archives and History William S. Price, Jr., Director GE! MAR 2 8 )995 2iy DIVISIGN OF s? Gi HIGHWAYS b 1RON: On March 15, 1995, Debbie Bevin of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting of the minds concerning the above project.. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting and for our use afterwards. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, Crantock Farm, which is located within the area of potential effect, was placed on the state study list on October 14, 1982. Since then we have had no involvement with the property. We recommend that an architectural historian with NCDOT evaluate the property for National Register eligibility and report the findings to us, There are no known archaeological sites within the proposed project area. Based on our present knowledge of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological investigation be conducted in connection with this project. Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT .addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. 109 East Jones Street - Raleigh, North Carolina 27601-2807 Nicholas L. Graf March 24, 1995, Page 2 Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sincerely, G??V David Brook Deputy State Historic Preservation Officer DB:slw cc: H F. Vick B. Church T. Padgett North Carolina Department of Cultural Resources James B. Hunt, Jr., Governor Division of Archives and History Betty Ray McCain, Secretary William S. Price, Jr., Director August 25, 1995 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Historic Structures Survey Report for Bridge No. 91 on SR 1504 over Middle Creek, Johnston County, B-2992, Federal Aid Project BRZ- 1504(4), State Project 8.2311701, ER 96-7190 Dear Mr. Graf: Thank you for your letter of July 28, 1995, transmitting the historic structures survey report by Christine Trebellas concerning the above project. For purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that the following property is eligible for the National Register of Historic Places under the criterion cited: Crantock Farm. This farm is eligible under Criterion C for its fine Greek Revival farmhouse. Please see our additional comments in the attachment. The report in general meets our office's guidelines and those of the Secretary of the Interior. Specific concerns and/or corrections which need to be addressed in the preparation of a final report are attached for the author's use. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800, Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sincerely, David Brook Deputy State Historic Preservation Officer DB:slw Attachment • H F. Vick 109 East Jones Street • Raleigh, North Carolina 27601-2807 g?P . cc. B. Church ATTACHMENT Historic Structures Survey Report for Bridge No. 91 on SR 1504 over Middle Creek, Johnston County, B-2992, Federal Aid Project BRZ-1504(4), State Project 8.2311701, ER 96-7190 Crantock Farm We believe the property may also be eligible under Criterion A for agriculture as a farm complex that demonstrates the evolution from owner-occupied subsistence farming to the tenant farming system. Please provide us with additional information about the farm complex, including photographs of the outbuildings. We recommend that you consider the farm as a collection of buildings, linked by a farm lane to each other and related to landscape features such as the surrounding tilled fields, the farm pond, and Middle Creek. v le y° r ?s ¢?Fo? North Carolina Department of Cultural Resources James B. Hunt, Jr., Governor Betty Ray McCain, Secretary November 17, 1995 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Historic Structures Survey Report Addendum for Replacement of Bridge No. 91 on SR 1504 over Middle Creek, Johnston County, B-2992, Federal Aid Project BRZ-1504(4), State Project 8.2311701, ER 96-7732 Dear Mr. Graf: Division of Archives and History William S. Price, Jr.. Director Thank you for your letter of October 18, 1995, transmitting the historic structures survey report addendum by Christine Trebellas concerning the above project. We are unable to concur with the report's conclusion that the Crantock Farm is eligible for the National Register of Historic Places only under Criterion C for architecture. The original report focused on an architectural evaluation of the farmhouse and provided a less than adequate discussion of the historical significance of the farm as a whole. The report stated that "the changing occupation and farm production of Crantock Farm represent no event, activity, or theme of agricultural significance," but did not elaborate. Based upon the lack of information in the report, we requested further evaluation of the farm itself and asked whether it might reflect the evolution from subsistence to tenant farming which was discussed in the summary of Johnston County's agricultural history. While we suggested this theme as a possibility, we did not mean to imply that this was the only significant agricultural trend that might be represented by the property. As outlined in previous correspondence, we do not believe eligibility requirements other than the National Register criteria are appropriate for the Section 106 process because such requirements are not based on adequate historic contexts and definitions of property types. In this case, the report developed eligibility requirements to address a single narrow theme, with the result that the addendum does not adequately evaluate the farm within the broader context of Johnston County's agricultural history. From the additional information provided in the addendum, it appears that after the Civil War, Crantock Farm developed into a substantial and prosperous farming complex that included cash and subsistence crops, as well as ginning and milling 109 East Jones Street • Raleigh, North Carolina 27601=2807 Nicholas L. Graf November 17, 1995, Page 2 operations. The report does not evaluate the significance of the farm in these terms, and information about the farm's current boundaries and rural landscape features remains sketchy. Given what we know about the farm, however, we believe it is eligible under Criterion A for agriculture as well as Criterion C, and that its boundaries extend, at least, on both sides of the road and to Middle Creek. Because of the limited scope of the proposed bridge replacement, we believe additional research to determine precise boundaries is unnecessary. We also belieye that the project as proposed, with an off-site detour and replacement in place, will not affect the historic property and that a Programmatic 4(f) could be used. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sin.Eerely, r P Da id rook AiA4 Deputy State Historic Preservation Officer DB:slw cc: H. F. Vick B. Church ? 1.4 1 TL !l N!I-T C,•.R te? T DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT 111 GOVERNOR P.O. BOX 25201. RALEIGH. N.C 27611-5201 SECRETARY 25 May 1995 IME IORANI)UM: Wayne Elliott. Unit Head Eridze Unit FROM. Gerard \icrcrc Fnr,ir`nTlmcn-?1 RiniQoicr??/??/. Environmental Unit l SU'DiECT: investlgatlon 02 natural resources for the S proposed replacement of Bridge No. 91 over No. B-2992: State Project No. 8.23,11,01: Federal Aid No. B Z-1504(=). ATTENTION: Wayne Fedora. P.E.. Project Manager INTRODUCTION The follcn inc report is sub:,aitted to air: in the preparation of a Pro°rammatic Cat ego rica I Exclusion (PC:E) In this report there are terse descriptions of data concerning water resources, biotic communities. wetland issues, permitting information, and federally-protected species. This project encompasses the replacement of Bridge No. 91 over Middle Creel: on SR 1504. The bridge will be renlaced on its existing location with road closure detouring traffic along existing routes during the construction peri.od. The proposed project is located approximately 3.1 km (5.0 mi) northwest of the town of Four Oaks and 1.6 km ( 1 .0 mi ) north of NC 210. WATER RESOURCES Middle Creek flows in an easterly direction and unites with Swift Creek approximately 7.3 km (4.5 mi) east of the proposed project. From this confluence the waters of both systems empty into the Neuse River. Waters Impacted and Characteristics In the proposed project area the paters of diddle Creek are slightly stained and moderately flowing. The depth of the channel ranges from 0.2-1.3 m (0.5-4.0 f.t) with a substrate of sand and silt, however gravel predominates in areas of more rapid stream flow. The substrate is nearly f .0? - 1 dominated by this _gravel beneath the existing bridge where is conc=. ?:e - T..e S--° C`: a ., -i _5 c'JO .t 1? J m^(=10.O ft) wide with significant braiding on the northeastern ('upstream) side of the crossing, making an overall measurement difficult for that a7ea. This characteristic is-due to an old impoundment constructed irr..mediately upstream of the proposed project. This structure has C.i?crteC: flow, thus, modifying the stream channel(s) and its water body. The Department of Environmental Management (DT -NI) assigns S---ms best usa?e Classifications and this portion of Middle Creek has been given a class of C NSW. Class C refers to waters suitable for aquatic life propagation and survival, i 1S;.ln°? wildlife. secondary racreat ion anu a__:r icui tur° \S `'.Y' d?nirts caters which require limitations on nutrient inputs. r SuP.7)"1e 0r WS-11 )tenor Vutstan(. in°_ Resource eaters (.oR ) occur within 1.6 km (1.0 mi) of the project study area. BIOTIC RESOURCES This section of the report consists of a brief description of the biotic communities found within the .project area and those species which were observed by Gerard %iaters. \CDOT Biologist. on May 1S, 199 . Although these descriptions ray exceed the detail called for by PCE documentation, this investigator feels it,necessary due to the quality of the site. Scientific nomenclature and common names are provided for each animal and plant species described; subsequent references to the same organism will include the common name only. Terrestrial Communities The two distinct biotic communities identified in the project study area are levee forest and man-dominated community. Levee Forest This community type forms on a moderate to well drained :- floodplain adjacent to a perennial stream. During and - immediately following storm events the water level of the stream may.rise to inundate the associated floodplain for a relatively short period of time. As a result, the soils ' found in these communities.are primarily of coarse materials conducive to..good drainage The plant-species found-in this community have-adapted to this hydrologic cycle. The dominant members of the canopy consist of river birch (Betula nisra) and sycamore (Platanus occidentalis) with several representatives of tulip tree (Li.iodendron tulipifera), willow oak (Quercus -hellos) and green ash (Frasinus nennsylvanica). Loblolly pine (Pinus taeda) is *found sparsely interspersed in the canopy as well. The understory is comprised of young-members of the canopy species as well as red maple (Acer rubrum) and blueberry (Vaccinium sp.).*. The herb/vine layer present is composed of barnyard grass '(Echinochloa crus4alli), yellow-root (\anthorhiza simDlicissima), giant cane (Arundinaria Qizanteal, water penny •(Hvdrocotvle sp.), jewel-weed (?mnatiens capensis), poison ivy (Toticodendron radicans). anese honeys-` le (muscadine rotundiiolia) aL muscadine (Lonicera iaponica), and greenbrier (Smilax sp.). In this system evidence of racoons (Procyon lotor) and white-tailed deer (Odocoileus virgir.ianus) is present. These s ecies commonly use this community type for foraging and c ve't' opportunities. Birds seen in this habitat include the 14 -'Va, observed feedins~on^the nectar of the.abundant-flowering of Japanese honeysuckle), prothonotary garbler (Protonotaria citrea), northern cardinal (Cardinalis cardinalis), and Canada geese (Branta canadensis) which were seen to be utilizing the abundant grater body by foraging on plant life while hidden by streamside vegetation. These large waterfowl also need wide streams like Middle Creek on which to land undetected. Man-Dominated Community A community of closely cut herbs is present on both sides of the roadway in the project area. The most common herbaceous components were plantain (Plantaszo'sp..), fescue (Festuca sp.), Bermuda grass (Cvnodon dactvlon) and Indian strawberry (Duchesnea indica). The black racer (Coluber constri'ct-or), a common predator found in this habitat, forages on small mammals, birds, and insects. The red-tailed hawk (Buteo iamaicensis) was also found to be patrolling this habitat for unsuspecting reptiles and small mammals easily seen in the low vegetation. AQUATIC COMMUNITY Middle Creek is the stream system in the project area and it can be classified as a lower piedmont perennial stream. This biologically diverse system appears to be a high quality aquatic system due to its relatively undisturbed state. _ Atany:.aquatic/semiaquatic species.were found in this portion of .:Middle Creek. Many crayfish (Procambus sp.)-were observed during the site visit as well as various aquatic insect larvae. The mayfly family (Ephemeroptera) and the caddisfly family (Trichoptera) were most frequently represented. Plentiful insects and other aquatic invertebrates provide a large forage base for additional species in the system like the pickerel frog (Rana nalustris), eastern musk turtle (Sternotherus odoratus), pirate perch (aphredoderus sayanus), shiners (Notronis sp.), and darters (Etheostoma sp.). These fish. species also play an important role in the reproduction of native mussels by carrying parasitic.juv..eniles (glochidia) that depend on transportation and nutrients, primarily from gill slits. Mussels (Family: Gnionidae) were seen to inhabit Middle Creek in the project area. The introduced Asian clam (Corbicula fluminea) was also found in abundance. This introduced population has the potential to virtually eliminate any native mussel populations in this stream by out competing them for biological resources. WETLANDS AND PERMITS northeast of the existing structure. .-This area will probably not be impacted by the proposed project due to its distance from the bridge. Little or no impacts to wetlands are anticipated in the.project area A Nationwide permit 33 CFR 330.5 (A) ?3, for impacts to surface waters of Middle Creek, is likely to be applicable if the Wildlife Resources'Commission (WRC) certifies that construction of this project will not adversely affect these waters. This permit authorizes activities undertai:en, assisted, authorized, regulated, funded or financed in whole or in part, by another Federal agency or department. Projects are categorically excluded from environmental documentation, because their construction will neither individually nor cumulatively have a significant environmental effect. Final permit decisions lie with the Army Corps of Engineers (COE). A North Carolina Division of Environmental Management (DEM) Section 401 Water Quality General Certification is required prior to the issuance of the nationwide T23. Sect ion 401 Cert i f icat ion al lows surf ace waters to be temporarily impacted for the duration of the construction or other land manipulations. 4 ' PROTECTED SPECIES Table 1. Federally-Protected Species for Johnston County' SCIENTIFIC NAME COMMON NAME STATUS Alasmidonta heterodon dwarf wed.-e mussel E Picoides borealis red-cockaded woodpecker E "E" denotes Endangered (a species that is threatened with extinction throughout all or a significant portion of its ranee). Allasznidont.a heterodon (dwarf wedge mussel) E ,Annul =amilY Lnicnidae Date Listed: 3/14/90 Distribution in N.C.: Franklin..'Granville, Halifax, Johnston, Nash, Vance, Wake, Warren, Wilson. The dwarf wedge mussel is a small mussel having a distinguishable she'll noted by two lateral teeth on the right half and one on the left half. The periostracum (outer shell) is olive green-to dark brown in color and the nacre (inner shell) is bluish to silvery white. Known populations of the dwarf wedge mussel in North Carolina are found in various areas within the Tar and Neuse River drainage basins. This mussel is sensitive to agricultural, domestic, and industrial pollutants while requiring a stable silt free streambed witfi well oxygenated water to survive. BIOLOGICAL CONCLUSION: UNRESOLVED Cursory surveys indicate that mussel populations do exist in this stream system. Moreover, the subject project is suitable dwarf-wedge habitat and must be surveyed in order to determine either the presence or absence of this protected species. Picoides borealis (red-cockaded woodpecker) E Animal Family: Picidae -.Date Listed: 10/13/70 Distribution in N.C.: Anson, Beaufort, Bertie, Bladen, Brunswick, Camden,. Carteret, Chatham, _ --Columbus, Craven, Cumberland, Dare,..Duplin, Forsyth,-Gates, Halifax, Harnett,-Hertford, Hoke, Hyde, Johnston, Janes, Lee, Lenoir, Montgomery, Moore, Nash, New Hanover,- Northhampton, Onslow, Orange. Pamlico,... Pender, Perquimans, Pitt, Richmond, Robeson, Sampson, Scotland, Tyrrell, Wai-_e, Wayne, Wilson. . 4* The adult red-cockaded woodpecker (RCW) has a plumage that is entirely black and white except for small red streaks on the sides of the nape in the male. The back of the RCW is black and white with horizontal stripes.. The breast and underside of this woodpecker are white with streaked flanks. The RCW has a large white cheek patch surrounded by the black cap. Nape, and throat. The RCW uses open old growth stands of southern pines, particularly longleaf pine (Pinus palustris), for foraging and nesting habitat. A forested stand must contain at least 50'> pine, lack a thick understory, and be contiguous with of-her stands to be appropriate habitat for the RCS`. These 'birds nest exclusively in trees that are >60 years old and ge contiguous with pine stands at least 30 years of age. T'f?e''ioraging range of the RCW is up to 200 hectares (500 it1 th su tab1 _ nesting sites. These woodpeckers nest exclusively in living pine trees and usually.in trees that are infected with the fungus that causes red-heart disease. Cavities are located in colonies from 3.6-30.3 m (12-100 ft) above the ground and average 9.1- 15.7 m (30-50 ft) high. They can be identified by a large incrustation of running sap that surrounds the tree. The RCW lays its eggs in April. `lav, and June; the eggs hatch approximately 3S days later. BIOLOGICAL CONCLUSION: NO EFFECT No suitable nesting or foraging habitat exists within the project boundaries, therefore the species of concern will not be adversely influenced by the proposed project. cc: V. Charles Bruton, Ph.D. File: B-2992 . W s w JAMES B. HUNT JR. GOVERNOR M MOR?IZTM TO: ATTEN^TON: -ROM: .0j- ...57AT(e •??" - Rio S r? ?? r ??C STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS R. SAMUEL HUNT III P.O. BOX 25201. &ALYEL% . N C. 27611=5201 O SECRETARY :.c:Tt,..eL ! L, 195 Wayne Elliot, Unit Head Bridge Unit Wavne Fedora, Project Manager rCi::ice:':l.a- Bi.Ci! C?gis l'. T, M W. Sail i dce, Env' Environmental Unt jUBv-C, , Protected Muss _l Survey Resu, is for Proposed Replacement of Bridge 11o. 91 on SR 1504 Over :Middle Creek, :;ohnston Counts-, State Project No. 3.231_701, B-299. T.I.P. No. The federally Endangered C-Warf-wedge mussel (:lasmi donta hetercdon) (D IM) -s listed by =he U. S . Fish and Wild-11 fe Service for Johnston County. The proposed project will impact Middle Greet{. This creek was sur'leyed' for. the cresence of mussels on September 01, 1995 by NCDOT biologist ^im Savidce. Survev methodol•oav included visual and tactile searching by wading in the stream and snorkeling: A total of 64 common elliptio mussels (Elliptio sp.)and 2 veilcw lance mussels (Elliptio lanceolata) were found during 1 mar.-hour (--ahr). The introduced Asian clam (Corbicula ilumin_a) was found to be very abundant, and is the most common bivalve in phis stream. The yellow _ance is listed as a federal candidate (C2) species. BIOLOGICAL CONCLUSION: No Effect Given the survey results, it is apparent that the DR14 is not present in this segment of Middle Creek. It can be concluded that construction of this project will have no impact of the dwarf-wedge mussel. Strict enforcement of Best Management Practices (BMP's) for the protection of surface waters is strongly recommended, to ensure that the mussel fauna of Middle Creek is not adversely impacted. cc: V. Charles Bruton, Ph.D, Unit Head Environmental Unit i Hal Bain.' Environmental Supervisor File: 8-2992 ;tile; Section 7 Aquatic Issues N. C. DEPARTMENT OF TRANSPORTATION DATE TRANSMITTAL SLIP TO: REF._ NO. OR ROOM. BLDG. - ROM: - REF.. NO. OR ROOM, BLDG. (/? ACTION ? NOTE AND FILE ? PER OUR CONVERSATION. ,.? NOTE. AND RETURN TO ME - ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ? NOTE AND SEE ME ABOUT THIS - ? FOR YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ? PREPARE. REPLY. FOR MY SIGNATURE ? SIGNATURE ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS: . r JAMES B. HUNT, JR. GOVERNOR February 14, 1995 MEMORANDUM TO: FROM: SUBJECT: RECEIVED FEB 2 01995 ENVIRONMENTAL SCIENCES RqA A1nH STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS P.O. BOX 25201, RALEIGH, N.C. 27611-5201 Mr. Eric Galamb DEM - DEHNR, 6th Floor H. Franklin Vick, P. E., Manager Planning and Environmental Branch R. SAMUEL HUNT III SECRETARY Review of Scoping Sheets for Replacing Bridge No. 91 on SR 1504 over Middle Creek, Johnson County, TIP No. B-2992 Attached for your review and comments are the scoping sheets for the subject project (See attached map for project location). The purpose of these sheets and the related review procedure is to have an early "meeting of the minds" as to the scope of work that should be performed and thereby enable us to better implement the project. A scoping meeting for this project is scheduled for March 15, 1995 at 10:00 A. M. in the Planning and Environmental Branch Conference Room (Room 434). You may provide us with your comments at the meeting or mail them to us prior to that date. Thank you for your assistance in this part of our planning process. If there are any questions about the meeting or the scoping sheets, please call Wayne Fedora, P. E., Project Planning Engineer, at 733-7842. WF/Pl r Attachment ?J 1?lr g1t,tiJ Re 3/z?9s WI IL I -$ BRIDGE PROJECT SCOPING SHEET TIP PROJECT: F. A. PROJECT: STATE PROJECT: B-2992 . DIVISION: COUNTY: ROUTE: FOUR JOHNSTON SR 1504 PROJECT PURPOSE: Replace Obsolete Bridge DESCRIPTION: Replace Bridge No. 91 on SR 1504 over Middle Creek in Johnston County PROJECT USGS QUAD SHEET(S): Powhatan TIP CONSTRUCTION COST ................................ $ 4009000 TIP RIGHT OF WAY COST ................................ $ 30,000 PRIOR YEARS COST ..................................... $ I TIP TOTAL COST ........................................ $ 430,000 WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY, DEVELOPERS, OR OTHERS? YES NO IF YES, BY WHOM AND WHAT AMOUNT: ($) , (%) TRAFFIC: CURRENT VPD; DESIGN YEAR - TTST % . DT % EXISTING TYPICAL ROADWAY SECTION: EXISTING STRUCTURE: LENGTH 42.4 Meters 139 Feet COMMENTS: VPD WIDTH 7.3 Meters 24.1 Feet PREPARED BY: Wayne Fedora, P.E. DATE 02/06/95 2 23 FAS • 33-- 1573 15861 1571 Bethesda 4 r FAIA _ Ch. r:3 70 ' B-29Oti -4. •s 5 1 "575 eedli O 1501 \? JOHNI STON COUNTY 1574 .4 -? 1573 `` . 1.0 .9 1572 Johnston County \b 1571 1571 c? S 1572 Air art J? 2 1562 2 s 1571 171 ^ creed p 7 4 3 1563 1579 '?' .6 5 ? \ FXT .. b 1.2 FP Little Creek toto 0 2.5 Ch. 1578 b 1557 y Creek N 1562 f FAS 1.2 1501 4 cP 1577 0. 561 Creek .9 1341 1561 I V 1010 1504 M ' 04 A Ld ? ' 1576 1562 Br. M dle 03 1643; Hopewell .5 Ch. 1342 .5 Steep j6 1504 1503 w i55 1010. 1505 1162 0 1330 Q Fp,S (b Albert b h ?P F X?, 1513 0 3 2.5 1343 1 h •9 1506 1340 4 1507 1162 8 1347 51 h 1 S 1582 ?O 582 1504 ,, SaSSQY 4 b? N b ? 1330 1338 a 1507 FAS 1 S 1339 ww4m 1.1 6 1509 to h 1337 3 7 G{GG? J `D 1336 `r 7 1335 \k o •LP 1510 1336 1162 IS 1334 210 6, v? 1335 1 <; Q 1? fi 1508 ?b 1308 Rehoboth 1335 C 5a. 1.3 1334 ?aG _ 1332 1330 b 1333 / 1581 Berea 1 8 / 1349 ,`?c?• 1 1518 1308 2 1350 e{ Creek 1 ?Ga? 1382 b Coats ssroads 9 1329 ,. ^ 1365 1334 4 1.3 q 7 it' .3 1330 18 •71330 A .0 1333 1326 •3 ,4 1641 St." I $ b Lg Marys" 1331 1328 Bernal 520- ? 1324 Grove •6 1.1 7! 1.6 o Ch. ? 1319 1328 ^ 1350 jf3, +6 -1 0 ,? . o „, 1308 .. ^N McGee s 132s t 09. ik ?d yya u? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JR. DIVISION OF HIGHWAYS GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 April 10, 1995 MEMORANDUM TO: Mr. Eric Galamb DEM - DEHNR, 6th Floor FROM: Wayne Fedora, P.E. Planning and Environmental Branch R. SAMUEL HUNT III SECRETARY SUBJECT: Scoping Meeting for Replacement of Bridge No. 91 on SR 1504 over Middle Creek, Johnston County, B-2992 I held a scoping meeting on 15 March 1995 to initiate the subject project. The participants decided on one method for replacement: replace at existing location with road closure. Traffic will be maintained on area roads as shown in Figure 1. The replacement structure will be a bridge approximately 50 meters (165 feet) long with a 8.6-meter (28-foot) wide travelway. The bridge will provide two travel lanes with a 1.0-meter (3.0-foot) offset on each side. It will be at approximately the same grade as the existing roadway. The estimated construction cost is $450,000. In terms of historic architectural resources, the Crantock Farm is on the SHPO study list for the National Register of Historic Places. SHPO recommends a survey to determine boundaries and eligibility. The SHPO recommends no archaeological survey. The N. C. Wildlife Resources Commission recommends the use of High Quality Waters erosion control measures during construction. In addition, a survey for the federally endangered dwarf-wedge mussel may be required. The Division Construction Engineer concurs with closing the road and detouring along area roads during construction. There are currently two school bus crossings at the bridge each school day. The Transportation Director for Johnston County indicated closing the road would not cause problems for school bus operations. The project requires no special bicycle accommodations. The current project schedule includes right of way beginning December 1996 and letting in December 1997. WF/plr Attachments M April 10, 1995 Page 2 i Attendance List--B-2992 Scoping Meeting: Betty Yancey Right-of-Way Jerry Snead Hydraulics Debbie Bevin DCR-SHPO Allen Raynor Structure Design Randy Carraway Structure Design DeWayne Sykes Roadway Design Darin Wilder Program Development Tom Tarleton Location and Surveys Christina Todd Traffic Control Jesse Gilstrap Traffic Control David Cox NCWRC James H. Hoskins Division 4 Stephanie Briggs Planning and Environmental Wayne Fedora Planning and Environmental BRIDGE PROJECT SCOPING SHEET TIP PROJECT: B-2993 DIVISION: FOUR F. A. PROJECT: BRZ-2148(1) COUNTY: JOHNSTON STATE PROJECT: 8.2311801 ROUTE: SR 2148 PROJECT PURPOSE: Replace Obsolete Bridge DESCRIPTION: Replace Bridge No. 230 on SR 2148 over Little Buffalo Creek in Johnston County PROJECT USGS QUAD SHEET: Kenly West TIP CONSTRUCTION COST ................................ $ 200,000 TIP RIGHT OF WAY COST ................................ $ 20,000 PRIOR YEARS COST ..................................... $ TIP TOTAL COST ....................................... $ 220,000 CURRENT ESTIMATED CONSTRUCTION COST .................. $ 225,000 CURRENT ESTIMATED RIGHT OF WAY COST (T.I.P.)......... $ 20,000 CURRENT TOTAL COST ESTIMATE .......................... $ 245,000 WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY, DEVELOPERS, OR OTHERS? YES NO X IF YES, BY WHOM AND WHAT AMOUNT: (S) M TRAFFIC: CURRENT 500 VPD; DESIGN YEAR 700 VPD TTST 2% DT 3% PROPOSED TYPICAL ROADWAY SECTION: 6.6-METER (22-FOOT) TRAVELWAY PLUS 1.2 METER (4.0-FOOT) GRADED SHOULDERS (2.1-METER/7.0-FOOT IF GUARDRAIL IS USED) EXISTING STRUCTURE: LENGTH 15.9 Meters WIDTH 7.3 Meters 52 Feet 24.0 Feet PROPOSED STRUCTURE: THREE BARREL 3.7 METERS X 3.0 METERS (12.0 FEET X 10.0 FEET) RC BOX CULVERT COMMENTS: PREPARED BY: Wayne Fedora, P.E. DATE 04/05/95 - ?s 39 S S 9 0 H* . 9 T Bag eY 1 s ? •6 108 7 W1 sons + J6 p f / _ w eid z?? ., Pinks (? 9 2 ` t2 Pine Level A- G1-IM-1 70A % to MI. 2.. 04 7 5 pie ` oaks r 6 9 N.6 Net. .01* H ??'O SX ?` \ 10 1 de , ;? Vol 00, a~?p s 1.0 Q 6 - 4 FAS ?? ??? !' •q FP1.3 `o 1.4 TO WILSO 4 D 0 0 C,$ .a •9 c'_ F'9S j, ?. G co) - 1.0 - \D? \\Jl\ P ? ?. 0C6 % p ?J TD T -A ? 3 \? ? A ib' 1.4 1.2 iJ .2 -13 7 .9 1.0 \9 4 9 .0 IRV .9 D? f D \\??6 to .9\? a Y \? 6 fi b BRIDGE NO. 230 D? 0 lo, I Jr Creek •2 C'' .7 NORTH CAROLINA DEPARTMENT OF iD ?i7, o. TRANSPORTATION `D DIVISION OF HIGHWAYS ?? ` ?D?? per , e 0 P"NNING AND ENVIRONMENTAL lie b BRANCH 9 BRIDGE NO. 230 6 7 ADO IX% ON SR 2148 OVER LITTLE BUFFALO CREEK JOHNSTON COUNTY STUDIED DETOUR ROUTE T.I.P. NO. B-2993 FIG. 1 0 kilometers 1.6 0 miles 1 1 1 1 1 1 1 'S6 10' '57 2 250 000 FEET '58 :V C..2 759 X60 78°! ° - Cem ./'. +?r Williams; l .. ` /. KENLEY WEST ::Cem _ 7-5 MINUTE QUADRANGLE -? _ _ -?_,_._., l lam) n ec -_' n ' ?• ? •. 11 ?-- „ em Glendale Ch t Grave ape - _ - - _ v a O _Cem: 2159 a tGrave 188 . / ° Cem 2? r % • • • ?? Susan 95 2 ? j_ ? •::Cem .( it. „ {? it. 178 CZ) Cent: ?'•iP• Beulahtown 2143 cCern • , • . Holly Springgss ° ` - Ch• Lt' .? ?'?? „Cem 162 • •? - ? '155 r ? $ ?' ?' -/ '-cv?'' O••:C ' /' ? \ •0 % • n -COAS Sewage = - - Disposal -- : L Aso---? _ _-_- // / 2325 , . it Bag.v \ ?I IJ ii J 169 • - ` ?? / urn.:: i 10 . Line _ Lowed ?? ° •: Cem $ --- / ?J I Coast Cem pro j ' - ? `Cem•: ?i