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HomeMy WebLinkAbout20070071 Ver 1_Application_20070111© o ~ O O January 9, 2007 ~~~ ^ _~~ ~d~ To: US Army Corps of Engineers Division of Water Quality Wilmington Regulatory Field Office 401 Wetlands Unit Attn.: Ronnie Smith Attn: Cindy Karoly PO Box 1890 1650 Mail Service Center Wilmington, NC 28402-1890 Raleigh, NC 27699-1650 Subject: Acorn Street Pipe Extension The City of Fayetteville has completed and attached a Nationwide #18 Permit to extend an existing storm drainage line further down the stream to prevent an existing structure from falling into the stream. If you have any questions concerning the information submitted or if you need additional information, please do not hesitate to contact me at (910) 433-1691. Thanks for your cooperation concerning this matter. Sincerely, N, Jeffery P. Brown, PE-,,~ ~ :-=~ Ci En ineer `" tY 9 3 ~,, ~l;ti ,; ; i 'r t. 1~ i_ 433 HAY STREET FAYETTEVILLE, NC 28301-5537 (910) 433-1656/FAX: (910) 433-1058 An Eaual ODDOrtunity EmDlover www.ciryoffayecceville.org ~ 1 0 0 ~fflce Use Unly: Form Version March OS USACE Action ID No. DWQ No. 2 ~ ~ 7 Q ~ ~ 1 (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Prncessing //~~ "~`°~° V~. 1. Check all of the approval(s) requested for this project: ~'' ~~ z.~ ® Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: #1$ 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into. the North Cazolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Cazolina's twenty coastal counties (listed on page 4), and the project is within a North Cazolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here .~ ~ ~..~ a r~ II. Applicant Information ~'j' ~~'~°~'`~i ~` ` ~ i:~~ ~~ -, v-`~"~ 1 liik~r 1. Owner/Applicant Information Name: City of Fayetteville .~~«~ v ~ ~^ 'R ~~,~K~ Mailing Address: 433 Hay Street "````"''~" A Fayetteville. NC 28301 Telephone Number: (9101433-1691 Fax Number:~910) 433-1058 E-mail Address: jpbrownna,ci.fay.nc.us 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.} Name: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: uPaatea i inr~oos Page 5 of 13 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Acorn Street Drainage Project 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0428-35-5078 and 0428-34-5974 4. Location County: Cumberland Nearest Town: Fayetteville Subdivision name (include phase/Iot number): Eutaw Homes Directions to site (include road numbers/names, landmarks, etc.): Travel west on Braga Blvd from downtown Fayetteville. Turn Right onto Cain Road. Turn right onto Stamper Road. Turn left onto Acorn Street. Site is located at the end of the street on the left. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35° 04' S8" °N 78° 55' 18" °W 6. Property size (acres): A~roximately 1 acre (..both lots) 7. Name of nearest receiving body of water: Little Cross Creek 8. River Basin: Cape Fear (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/ma~s/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: There is an existing 42" storm drain that discharges in an UT of Cron Creek. The stream-bed as well as the stream .banks are severely.eroded. There is an existing house on one of the parcels that is in serious jeopardy of falling into the creek. Updated i 1/1/2005 Page 6 of 13 10. Describe the overall project in detail, including the type of equipment to be used: The City is proposing; to extend the existing 42"pine approximate,.y 16 LF and install a lame pre-cast concrete,_ junction box. From the, junction box, approximately 28 LF of 72" RCP and apre- ~ast headwall will be installed to outfall at the existing, stream bed elevation. A combination o~gabions and repo mattresses will ~ used as energy dissipators at the end of the headwall to prevent further erosion of the stream bed and banks An excavator will be used to install th_,pi,~Pumps will more than likely be used to by-Hass pump the flow of the stream during construction. 11. Explain the purpose of the proposed work: The^primar~goal of this Qroiect is to prevent the existing home from falling_,into the stream channel IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). if this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. N/A VI. Proposed Impacts to Waters of the United States/V'Vaters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan, All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Updated 11l1/Z005 Page 7 of 13 Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The project would impact approximately 70 LF of stream to include the installation of additional storm drain ~i~e ~ junction box, headwall, and gabion dissipators at the outfall end. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized cleazing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain ( es/no Distance to Nearest Stream linear feet Area of Impact (acres) N/A Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: N/A 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing. the lineaz footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number indicate on ma Stream Name Type of Impact Perenmal ~ Intermittent? Average Stream Width Before Im ct Impact Length linear feet Area of Impact acres # 1 UT of Cross Creek Extend Pipe in Stream Intermittent 15 Approx. '70' 0.024 Total Stream Impact (by length and acreage) 70' 0.024 upaacea iiiinoos Page 8 of 13 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, eta Open Water Impact Site Number (indicate on ma Name of Waterbody (if applicable) Type of Impact -Type of Waterbody ~ p~~ ~~,y~ (lake sound, bay, ocean, etc. Area of Impact acres N/A Total Open Water Impact (acres) 6. List the cumulative im act to all Waters of the U.S. result' from the ro'ect: Stream I act (acres): 0.024 Wetland Impact (acres): 0 O n Water I act (acres : 0 Total Impact to Waters of the U.S. (acres) 0 Total Stream I act (linear feet): 0.024 7. Isolated Waters. Do any isolated waters exist on the property? ^ Yes ®No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size. of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created. in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VII. Impact JustiScation (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site .layouts, and explain why these design options were not feasible. Also .discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The City sees no other logicgl upaatea i inr~oos Page 9 of 13 solution to,prevent the structure from falling into the stream other than extending_the pipe due to topographical constraints, accessibility, and the proximity of the structure to the failin stream banks. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal. to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing .the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams;. and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the curreirt guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current version). 1. Provide a brief description of the proposed mitigation plan, The description should provide as much information as possible, including, but not limited to: site location {attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/lineaz feet) of mitigation .proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the Current site conditions and proposed method of construction Please attach a separate sheet if more space is needed. N/A 2. Mitigation may also be made by payment into the North Cazolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For Updated 1 i/1/2005 Page 10 of 13 additional information regarding the application process for the NCEEP, check the NCEEP website at http://www.nceep.net/paaeslinlieureplace.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the fallowing information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount ofNon-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federaUstate/local) funds or the use of public (federaUstate) land? Yes ^ No ^ 2. If yes, does the project require preparation of an environmental document pwsuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ^ No ^ 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 1 SA NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other .(please identify )? Yes ^ No 2. ff "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier ~~ ( uare feet) Miti tion 1 3 (2 for Catawba) upa~a i in~zoos Page 11 of I3 2 1.5 Total • Zone 1 extends out 30 feet peapendicular from the top of the near bank of channel; Zone 2 extends an additiona120 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XL Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss storrnwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent. impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level N/A XII. Sewage Disposal {required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. XIIi. Violations {required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No ® . Is this an after the-fact pernut application? Yes ^ No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No If yes, please submit a qualitative or quaYrtitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy, pasted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): uPa~d itnnooi Page 12 of 13 It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). It is imperative that this work be performed. immedia~ei~went the structure from .falling into the stream bed upaerea i innoos Page 13 of 13 (Agent's signature is valid only if an authorization letter from the applicant is provided.) Acorn Street Drainage Improvements The City of Fayetteville is planning a project to improve a drainage outfall located at 1104 Acorn Street (a vacant lot). The project includes the installation of a large concrete junction box as well as three new sections of stormwater drainage pipe. To build the project, Acorn Street will be closed to traffic and a bypass will be established to carry water from the existing storm drain pipe out to the nearby creek. The site will then be filled and graded to raise the ground elevation. Anew junction box will be placed on the site connecting the existing 42" outfall with a 30" pipe from a nearby catch basin. The water from both of these pipes will flow into the junction box and exit through a new 72" diameter outfall pipe. Once the structures are installed they will be covered with more fill, the site will be graded, and grass will be planted to hold the soil in place. 00 V O a 0 c~ c~ rt ~. 'fit. N V V O n 0 c~ c~ e-r Bank Erosion below house at 1932 Spruce Street 4 __-. ~~. C. ~. L3 i . it ~ ~~'~ v . F r • •+~~ ~ ~+. :y - ,_ Slope failure behind house at 1932 Spruce Street Bank erosion below 1932 Spruce Street; across from 42" Outfall Acorn Street outfall and 1932 Spruce Street. ~^V ., ~ f4~ ~ p~w~:F Y 6"~, i ' `' ~ a ~ ~" outfall (pipe opening ~~ `~ ,~ ~ ~~ ~ ~~, ~'~£ obscured by vegetation k. @ ~ .~ y-an, .~ {~ t. `£. ~-„:fir, a.+ '~rq. A,~~ ,£~ ~~•~~' N~K+j r ~ _ QAF - ~ ~' ". t# ,r„g ~. a' ~ ._ - l 7`6 - - !s 'K .'try -_ ~ ~ 5~ ~` ter, .. 3 ~ a b'~ TopoZone -USGS Fayetteville (NC) Topo Map Page 1 of 1 http://www.topozone. com/print. asp?lat=3 S .08279&lon=-78.92173& size=l&u=2&layer=DR... 1 /5/2007 USGS Fayetteville (NC) Quadrangle ~--S,4$4 Projection is UTM Zone 17 NAD83 Datum G=1.195 (Joins sheet 4) ~ ~ N7 fGGV'~T~ D ~ Gti~ HOUSE m 9L r ~ p~~QV Try 2 ~G F a UVNGPN St ~ EVERT, p ~p~~ VALENCIAGT°~ °~ p ° N ~~p FOP ~ ~ ~ ~ ~ PROP 6'X8' JB W/MH ~ 490 64 P ~ EX HW Q INV DUT 485 71 S LENCIn DR ~s~ ~~ ~ ti ~ . TO ELEV ~ 42' INV IN 485.49' . s\NnIL ° V~~ SITE POND ~%~ 3D' INV IN 486.45' ~~5 ~ RN~~ DR ~ 72' INV OUT 480.14' PROP 42' ~~ ~ l 9 z Z mo rgMoF T m~ L~ 16 RCP ~ M rr rl vl k v a ~RU RO \ ~ y C , a !' ~I o £ SCOiTy Hltl RD ~~ Sj sAR G I I ~ WGODHINE CF 4oC OGLESV'p AVE MrGOUG Sr - -' J l N ~I O ~ A VICINITY MAP / ' PROP RENO MAT k GA810N ti ~yq. `~ ~~ ~I I ~ ~~ NtS DISSIPATOR ~ - ~ ~r ~/ ~ GENERAL CONSTRUCTION NOTES ~ l ti$~ ~ ~~ ~ t. CONRACTOR SHNl VISR WORN AREA SITE TO FAMILIARIZE THEMSELVES WTM THE / / -__-- -_`-`_ Ir '0 ~' ~ d F~O '~ ~ 2. EXISIIA~ UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVNIABIE ~ w ~! ~~`k q2., p. r INFORMATION AND ARE APPROXIMATE. R IS THE CONTRACTOR'S RESPONSIBRDY TO NOTIFY TIES BEFORE STARTING CONSTRUCTION 1 R UTI ~ Q RCp ~+ ~r J . VERIFY THESE AND O HE LI UTILRY LOCATION COMPANY ONE CALL UTILItt LOCATING (1-800-632-4949) FOR ~ k A ~ > 4~3 AT IFAST 48 HOURS Ng ADVANCE 0 . UNDERGROUND LOCATIONS ' ~ STORMWATER PoPE 3. CONTRACTOR SHALL ESTABLISH BYPASS SYSTEM FOR EXISRNG 42 ` ~I I PRIOR TO BECINING ANY WIX2N DOWNSTRFAM OF OUffALL ~' / p 4. WHERE ASPTi4lT IS TO BE REMOVED, A CLEAN, SAWCUT EDGE SHALL BE PRUADEO. 6 _ ' \/ 11 El( CB ~ Y TOP ELEV 498.00' / r ~~ sg,rs;{ /// INV OUT 493.41 51N~.aS8.89/ ~ ~ PROP HEADWALL W/WINGWALLS ' ~ A ~ ~! ~ ~r 3 s INY OUT 480'DG 72 SNAIL EX HW ~r ' a INV OUT 489.64 \ ~ LEGEND _ ~ / I // - DU - E%IS-NG OVERHUD U-Utt - GA$ - E%IG-NG UNDERGROUND GAS - T E%IS-NG UNOERCAOUNO TELEPHONE - W E%ISTINC UNOERGAOUNO WATER - $S E%ISTINO SANITARY SEWER - SD E%ISTING Si0R4 SEWER ~5 EMISTINC SANITARY SEWER MANHOLE QD EXISTING STORM SEWER MANHOLE yy E%ISrINC carcH enslrv t6 E%ISnNC TIRE HrosANr ~ EMISTINC WATER VALVE a ExISnNG wArER vALVE ~, E%ISTNG POWER POLE ¢-~ E%ISTING LICHi POIf W/ GUY WIRE EXISTING HEDGE E%IStmG rREE E%ISTING CONCRETE CURB AND GUTTER D E%ISTINC CONCRETE AROSasEO GoNDAETE cuss aso cunEA ~° AsasosEO srowu scwER NANHaLE ~ PAOAasEC GnrcH Dash ~0- a"~ 2 a DRN 9 a `~eo~~ CHK ~1 ®~~otl~~°0n® @' REV REV DALE pr ~, Q,~,.- APP DRAWING NO ROJ. MGR. OPER. 1 CAD: ACORNJ.OWG PROJECT N0. \\n ~SEMEM) ~ EX DI TOP ELEV 499.70' INV OUT 487.42' PROP 6 X 8 JB W MH TOP ELEV 490.64' 42' INV IN 465,49' ' ' 500 INV IN 486.45 3D 14' 7 'INV OUT 480 . 498 496 494 PROP HF/DWALL W/ T2' INV ou~ ~ 492 Pc 490 E%fs6ng 488 ,; ~ 486 Rio ~ 484 Og Bx a a.sx . 482 480 PROP RENO WT ° `~0N OISSIPATOR 478 Datun 477A0 r+) O ~ CV DO ~ ~' GO ~ 0+00 1+00 NOTES: ~ EXISTING AND PROPOSED CONDITIONS ACORN STREET DRAINAGE PRELIMINARY ~ .,~ OPER. NOT FOR CONSTRUCTION REFERENCE, ENGINEER[NG DIVISION SCALE: HOR ,• = 40' DATE'. JAN. 9, 20W VER 1' = 8' ENGINEERING & INFRASTRUCTURE DEPARTMENT 433 HAY STREET FAYETTEV[LLE, NC 28301 DESIGN BY: J. LARCH, EI DRAWN BY: G. GOONNN IEE7 N0.