Loading...
HomeMy WebLinkAbout20031075 Ver 1_COMPLETE FILE_20030827AW OAT F9 pG r September 21, 2003 Town of Wake Forest Diehl & Phillips, PA C/o Allen Keith 219 East Chatham St. Cary, NC 27511 Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality DWQ Project No. 03-1057 County: Wake Page 1 of 2 Subject Property: Northampton Subdivision Sanitary Sewer Outfall - Town of Wake Forest APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0233) AUTHORIZATION CERTIFICATE Dear Mr. Allen Keith: You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to impact approximately 1,907 ft2 of Zone 1 and 2,255 ft2 of Zone 2 of the protected riparian buffers for the purpose of constructing the sewer-line out-fall at the subject property as described within your application dated 08/27/03. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge , Land Quality regulations. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this authorization and approval letter and is thereby responsible for complying with all conditions. For this approval to be valid, you must follow the conditions listed below. Conditions: 1. "Plans show , buffer measured from what appears to be an approximated and not surveyed stream location except for the two impact maps. This approval is only for impacts (labeled as Figure 3 & 4) depicted on the impact maps in your application. 2. Diffuse Flow An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC 2B.0233(5). 3. Certificate of Completion Upon completion of all work approved within this authorization, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 4. Sewer Systems The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system regulations. North Carolina Division of Water Quality, WETLANDS / 401 UNIT 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ Page 2 of 2 5 Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 1508. This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B .0233. If you have any questions or would like a copy of the buffer rules, please call (919) 733-1786. This letter does not authorize any impacts to either Waters of the United States or Waters of the State. Please contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of these waters. cc: Attn: Sean Clark, S&EC 11010 Raven Ridge Road Raleigh, NC 27614 DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Office DWQ # 03-1075 Date: 9/21/2003 mch Sincerely, Environmental Consultants, PA Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 August 27, 2003 NCDENR-DWQ Attn: Mr. John Dorney 2321 Crabtree Blvd Parkview Building Raleigh, NC 27604 " 6'JED RE: Buffer Compliance Request Town of Wake Forest Sewer Outfall - Northampton Subdivision Rolesville, Wake County, North Carolina 35°56'59.42"N / 78°28'45.55"W I T1.. ?.?. S&EC Project #: 00-5406.W0`''?.Hub AU( Dear Mr. Dorney: "ATERQUALITYSE crIoN On behalf of The Town of Wake Forest, we hereby request approval for impacts from two sewer line crossings totaling 4,162 square feet of Neuse River Buffers. A Pre- construction Notification Application (PCN) is attached, which includes an Agent Authorization Form. The proposed project consists of a gravity fed sewer outfall and is located on the north side of Chalk Road (SR 2054) and the south side of Jones Dairy Road (SR 2053), approximately 6000 feet northwest of the intersection of Jones Dairy Road and Averette Road (SR 1946). The approximately 3,550 linear foot project spans from Chalk Road, east to the proposed Jones Farm Road extension (formerly Basinghall Avenue). An access easement, 20 feet wide, will be maintained after construction. An additional construction easement, 10 feet wide, will also be required. The sewer line will serve the Northampton Subdivision, of which Phase II is currently under construction. Please refer to the USGS topographic map attached for the location of the project. A detailed delineation was performed and Mr. Todd Tugwell, of the USAGE, approved the delineation in July, 2000 (AID # 200021444). On September 7, 2001, Mr. Steve Mitchell of the NC-DWQ conducted a site visit and determined that the stream features on Charlotte Office: Greensboro Office: Hickory Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681 Phone: (704) 720-9405 Phone: (336) 540-8234 Phone: (828) 635-5820 Fax: (704) 720-9406 Fax: (336) 540-8235 Fax: (828) 635-5820 August 27, 2003 S&EC Project #: 00-5406.W0 Page 2 of 2 property are subject to the buffer rules (a copy of Mr. Mitchell's letter is attached). Nationwide permits 12 and 14 were granted for the Northampton Subdivision (Action ID#'s 200021444 & 200221226). The proposed sewer line will provide sanitary sewer service to the future residential subdivision as well as properties between Chalk Road and the Northampton Subdivision. Approximately 4,162 square feet (Zone 1 = 1,907 sq. ft.; Zone 2 = 2,255 sq. ft.) of riparian buffer will be temporarily impacted during construction. Of this total, 3,009 square feet will result from a perpendicular crossing. The remaining 1,153 square feet will result from a parallel impact to Zone 2. Parallel alignment within Zone 2 is required so that the easement will avoid entering the footprint of future buildings (please see Figure 4). Although the line will cross an intermittent stream, the line will be elevated, posing no impact to the channel. The soil survey depicts an additional drainage potentially subject to the Neuse Buffers. This drainage was evaluated by S&EC and confirmed to not exist by Mr. Steve Mitchell of the NC-DWQ on September 7, 2001 (see attached letter). No wetlands or stream channels will be impacted during construction of the sewer line, therefore, 401 or 404 Certification is not required. The proposed sewer easement will only require a 30-foot wide corridor (i.e. less than the 40 foot wide allowable corridor width). Sincerely, 664 C5;? Sean Peffer Sean Clark Environmental Scientist Environmental Scientist Attachments: Pre-construction (PCN) notification form Site Location Map (Figure 1) Soil Survey Map (Figure 2) Sanitary Sewer Outfall Plan Buffer Impact Map (Figures 3 & 4) Agent Authorization form Copy of Buffer Confirmation letter Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ? 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NA 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 Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information Owner/Applicant Information Name: Town of Wake Forest c/o Allen Keith Mailing Address: Diehl & Phillips, P.A. 219 East Chatham Street Cary NC 27511 Telephone Number: 909-467-9972 Fax Number: 919-467-5327 E-mail Address: NA 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: Sean Clark Company Affiliation: Soil & Environmental Consultants P.A. Mailing Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number: 919-846-5900 Fax Number: 919-846-9467 E-mail Address: sclark(a?sandec com Page 1 of 9 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: Northampton Subdivision Sanitary Sewer Outfall - Town of Wake Forest 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Wake Nearest Town: Rolesville Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): The subject site is located on the north side of Chalk Road (SR 2054) and the south side of Jones Dairy Road (SR 2053), approximately 6000 feet northwest of the intersection of Jones Dairy Road and Averette Road (SR 5. Site coordinates, if available (UTM or Lat/Long): Sewer easement: 35°56'59.42"N 78°28'45.55"W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): Linear utility line 7. Nearest body of water (stream/river/sound/ocean/lake): UT to Smith Creek 8. River Basin: Neuse (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/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The sewer line which originates on the western side of Chalks Road (SR 2054) passes through an undeveloped area until connecting with the Northampton Subdivision Phase II of the subdivision north of the sewer line is currently under construction. South of the sewer line is future Northampton Subdivision development 10. Describe the overall project in detail, including the type of equipment to be used: The proposed sewer outfall will service the Northampton Subdivision and surrounding properties. Heavy equipment is typically necessary for sewer line construction. Page 2 of 8 11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide sewer line access to the future Northampton residential subdivision. 1V. 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. Item ID # Approval Date Impacts USACE Jurisdictional Determination AID #200021444 July 13, 2000 NA NC-DWQ Buffer Confirmation NBRRO 01-221 September7, 2001 NA NWP 12: 401 Certification 02-1188 July 7, 2002 21 linear feet of stream 1,724 s q. ft. of buffer 404 Certification AID #200021444 July 29, 2002 21 linear feet of stream NWP 14: 401 Certification 02-1188 July 7, 2002 15 linear feet of stream 11,900 s . ft. ofbuffer 404 Certification AID #200221226 Jul 29, 2002 0.008 acres wetlands 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. Phase II of the Northampton Subdivision is currently under construction, and additional development is expected to take place south of the sewer line; however, start of construction is unknown. Page 3 of 8 VI. Proposed Impacts to Waters of the United States/Waters 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. 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 proposed perpendicular sewer easement will temporarily impact 3,009 square feet of riparian buffer (Zone 1=1,907sq. ft.; Zone 2=2,255sq. ft.). The parallel buffer impact will impact 1 153 square feet of Zone 2 only. The two areas of impact have been proposed; one section of line will be elevated and cross an intermittent channel and its associated buffers and another section of line will be located within Zone 2 of the buffers. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact 100-year Nearest *** Type of Wetland (indicate on Impact* (acres) Floodplain** Stream (linear ma) es/no) feet) NA NA NA NA NA NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fetna.€,ov. ***List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: No wetlands exist within the easement. Total area of wetland impact proposed: No wetlands will be impacted in the easement. 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Perennial or Site Number Type of Impact Stream Name** Width of ittentt. Interm (indicate on Impact* (linear Stream Before (please specify) ma) f feet) Impact NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, Page 4 of 8 etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream naives can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mWquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: NA 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Area of Name of Waterbody Type of Waterbody Site Number * Type of Impact* Impact (if applicable) (lake, pond, estuary, indicate on ma (acres) sound, bay, ocean, etc.) NA NA NA NA NA List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 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.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (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 applicant plans to route the proposed sewer line in the existing open space in order to avoid impacting existing vegetation within the buffers The sewer easement will be routed from Chalks Road eastward to the Northampton Subdivision currently under construction. The easement will avoid stream channels and buffers except for two areas one of which will cross an intermittent stream channel at an approximately. perpendicular angle and utilize an aerial crossing to avoid impacting a stream The second will impact Zone 2 only. The impact from the sewer line will be temporary and at the completion of theproject all grades will be returned to preconstruction contours. The intermittent channel will be crossed with an elevated line therefore no channel impacts area Page 5 of 8 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 March 9, 2000, 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 NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at littp:Hli2o.enr.state.nc.us/newetlands/strmt:ide.html_. 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/linear 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. NA Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litin. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No Page 6 of 8 JOB N0. 75070 GENERAL NOTES DESIGN ' 1. ALL CONSTRUCTION AND MATERIALS ARE TO BE IN STRICT ARK i `~1 ACCORDANCE WfTH TOWN OF WAKE FOREST STANDARDS. DR4WN i I MAT i ~ 2. ALL SANITARY SEWER MAINS WITHIN PUBLIC EASEMENTS CHECKED AND RIGHT-OF-WAYS ARE TO BE OWNED, OPERATED ARK i AND MAINTAINED BY THE TOWN OF WAKE FOREST. sca~E i 1 = 40' i' i CATION OF ALL EXISTING FILE 3. CONTRACTOR SHALL VERIFY LO NHOF-PP2 i UT1LIrIES PRIOR TO CONSTRUCTION. N ~ i ~ i I ~ r I ~ M, H. No. 8 r ~ _ _ - _ ~ 1 STA. 16+50.88 / ~ _ _.1 i ~ ~ ~ ~ ¢ l 1 - _ ~t ~4,1~, - _ _ _ _ _ ti ~ ~ I~. / ~ _ i Z' ~ ~ ~ / / ~ ~ ~ / ~ ~ ~ , i /oo ~ i - ~ . r~ fi ,O~t f~ \ ~ ~ ~ ~ .~6 i ~ ~ N~~U~ ~ ~ SILL FENCE _ - - ~ ~ 1 \ ~ i . - ~ ~ ~ O - - ~ M.H. No. 9 _ M, H. No. 10 ~ ~ti ~ ~ i ~ ~ ~ STA. 22+36.36 4 ~ ~ ~ _ STA. 19+50.05 ~ _ _ _ ~ ~ ~ ~ ~ ~ Ig,;,,~ ------------------L--- - - X ~ ~ / ~ ~ ~ ~65~ 2074 '4.3 ' ~ ~ ~ ~ NO CLEARING, CONSTRUCTION, ~ OR DISTURBANCE IN NEUSE ~ ~ 20+00 21fD0 22+00 ~ V ~ ~ • , RIVER BUFFER i ~ ~ _ ~ ~ 5 ~ ~ ~ / , r ~ k o , , ~ ~ ~ _ • f' - . , i - - - ~ ~J , W~ G ~ ~ , ~ ~ M.H. Na 7 ~ ~ ~ - ~ STA. 15+15.88 ~ ~`l , ~ ~ ~ C, ~ ~ ~ ~ d KENNETH SNUFORD ~ OTHERS ~ ~ o, o ~ / vWi k / ~ ~ ~ DEED BOOK 2604 PAGE 280 Q, ~ ~ ~ ~ 2 ~ w 1'~ p W ~ a / ~ ~y / W co O ! PEER ~ ~ I ~ SEE k~~~ ~ ~ z ~ ` ~ ~ ~ ~ DETAfL SNT. 4 i ~ z ~ O ~ ~ ~ p ~ 10' TEMPORARY ~ ~ / w : , 1U0~ ~ ~ ~ CONSTRUCTION ~ ~ ~ EASEMENT ~ ~ M.H. No. 6 ALL PUBLIC FACILITIES, INCLUDING UTIIJTIES, SIDEWALKS, Z ~ ~ ~ sl~T FENCE 2~0 ~ STA. 13+ 10.88 AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL .Oi ~ - ~ ~v STREETS AS SPECIF'[ED BY TOWN STANDARDS. THESE ~ ` H FACILi71E3 HAVE BEEN APPROVED BY THE TOWN OF WAKE ~ a E"" ~ LIMIT OF ~ ~ 150 0 ~i r~ ' - FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE U O r ~ ~ 1 ~ 1 DISTURBANCE rr IS APPROVED BY THE TOWN OF WAKE FOREST. ~ Z z _ J- REi~ D18Qi0~ 0 - ~ ti U~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE R; ~ ~ M.H. Na. 5 REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN NO ~ Cam, t v Czj ,STA. 11+35.76 I WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND U ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH 20' PERMANENT SAM ~ ~ ~ SEWER EASEMENT W ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR Ga ~ 10' TEMPORARY ~ Q THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION CONDITIONS. ,,,ppr"""+?qr,, ~j CONSTRUCTION BY THE TOWN OF WAKE FOREST. ~ OARO 4 , W ~ EASEMENT Q/ 1 : 0 : ••••SS! • ~ % OWNER HEREBY CERTIFIES AND AGREES TO TAKE : ~ OFD' GN 9 : Public Works and Utilities Date SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAIF ; 2~ 9l ' ~1 W R 8c OTHERS BETTY H . FO LE OREST TO CORRECT AND ERRORS, OMISSIONS OR NON- SEAL F 13371 - COMPLIANCE WITH TOWN STANDARDS AND; OR CONDITIONS En inee ' Ue artment DeLe SCRIBED IN TH[5 CONSTRUCTION PLAT, INCLUDING RE- F' ~ s ~a P DE NGI NEB ; DEED BOOK 5704 PAGE 754 r SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT _ D OR REVISIONS. ••~49< - ~ WITH THE APPROPRIATE CORRECTIONS AN / ,c. q,,I~ i Fire Prevention Da•;.e 'grrr K +unnu Subdivision Administrator Date Omer Date ~1~0~ i, i ~ 'i i _ _ . _ - - - - - ~ _ - ~ - - I- - ~ I I I ~ i i ~ 'r ~ ~ j t ~ - - - - l - - -I--- - - ~ - i t i - ~ ~ r i ~ ~ ~ I ~ ~ ~ i~ - --l _ , ~ - _ - , _ _ r I - - f 1 i i ( i ~ ~ ~ ~ _ , ~ ~ -r-, . i - 1 ~ t _ _ ~ - ~ I I i r f ~ i _ - - - - i - r _ - - - - ~ F - - - _ t + - ~ i I ~ ~ ~ 1 I ~ i . _ - - - _ r - _ ~ _r _ I ~ I ~i i I ~ - -r- t --r-- _ t-.. - - ~ r--t--r -t --t---~- _ T ~ I t 1 I ~ ~ t --F i I ~ 1 ~ ~ ~ ~ i i ~ ~ i ~ ~ - - ~ - - - - - . - - - - i ~ i ~ ` ~ _ ~ - - - - - - - - r ~ f - - - f ~ _ ~ --t i- I - i _ - f._ i _ a- ' 1 - - - - ~ - - - - - - - - - - - - - I I ~ ~ I ~ I I! ~ ~ i( i ~ i ~ , I ! i ~ i_ - I t--- t ~ ~ - - - _ _ t- I ~ - - i i , - _ - _ - - fi ~ r_ - ~ ~ - _ ~ i i~ I i ~ ~ - - I ~ ~ II - , i ~ - - - _ 310 _ a-- _ . , - -i-- - _ ~ ~ ~0 ~J 290 ~ ~ , , I ~ I ~ I ~ U - - _ _ _ ~ - - - - _ , ~ . r - _ ~ - _ , . ~ ~ - - - , - - r - ~ I - - - _ _ ~ ~ ~ ~ ~ ~ t ~ I ' i t i i I ~ ~ I ~ ! I i - - _ r - _ ~ . _ , i_ i _ - - ~ - _ - - - - ~ - - _ - ~ _ _ i - . _ . E~ . - ± ~ i ' ~ ~ i I i j ~ _ _ 1 I I ~ l - - - - - - ' ~ i 4 1 - - - - - - _ - _ - i >k ~ ~ ~ rA.-_,~ f3 ~3 . - f.- ~ _ i i ~ I ~ ~ - - _ ~ - _--t__- - ~ i - - f t ~ IM EL 17.00 ~ i I~ ~ I ~ ~ + _ , _ Y _ - - - i I ~ _ - 9.42 ~ . __I~ _ . __t__~-_. - _ 1 V. T 0 , ~ _`r ~ I $ I i ~ ~ I I I-----~ - _ ' _ ~ - - - _ ~ - - - - - ~ - - - - _ - - - tt , fi ~ ~ 1 I ~ I ~ I , / I I i i i ~ l - ~ _ - ~ ~ - _ t ~ r --t--- fi ~ ~ 2 qo _ _ , } - _ _ - - r - - I - _ _ - _ - o ~ I~ ~ ~ 2$ ~ - _ i. - - - ~ I t , + ~ - C ~ I I ~ i I g 30 r ~ ~ i t --f 1 t - - O I ~ I i ' ~ ~ ~I ~ I ~ I, ~ ~ O I P 280 ~i ~ ~ i oo ~ 1 i R . - _ - -t_ . _ _ _ _ _ 5.112 t€ ~ ~ 0 r i i 1 i ~ I i _ - f 7 i ~ 0 - - _ ~ . _ - i i'I , i 1 1 ~ I~ - r- t _ I 05 LF 8 D.I. SA , $TA. 1,~+1i0.~i8 Z~ - . - - - - ---t . - - i ~ < - 4' f~IM EL ,~8 , 30 ~ l 8 ~ ~ ~ _ t ~ . - - _ I -t - - - _ - - _ _ _ _ r- - - ' f r _ ~ I - _ I - - - - ~P 0 IMA E ~5 EAR ; ~ ~ - S !6 5 87 V.: D1~L ~ 78..38. _ _ - _ _ - _ _ _ 1 i ~ ~ Rl L 2 8..~ _ - - - - 1 - . M. o. ~ i ~ , ~ t - i _ ~ _ , ~ ~ ST . 1 35 76 ! ~ fi , ~ i I i a - i - - t ~ _ t - i ~ _ - _ - - ~ - - - -F r - - - - 1 ~IN I 97.0 I~ I ~ ' ~ W ~ RI E EV - 2 ~i.1 ~ ~ ~ ~ ~ ~ ~ ~ i ! I ~ _ ~ i - - ~ - NV- ~ ~ -6-~-3 - - , t _ _ - 2 ~ _ . _ _ { - - _ - _ - , t 290 ~ ~ - - ~ w ' ~ C ~ r i 270 IN . UT = 2b6. 3 ~ ~ i i I ~ ~ ~ W i I i I ~ I M 7 X10. i .H i ~ i I ~ O _ - . _ ~ r _ - - _ r- T WN OF WA _E O ES- - - - - - - ; _ ___rt - - _ _ - - . - - - S - ~fi~~ t5 8 _ _ _ . , - - - - t__ _ 1 _ _ _ - ~ ~ ~ ! i I ' ~ i j ' I ~ I i S N AR .3.12 P1E S ~ ~ I - _ _ - _ - - - - --a--- - - - ; -r-- - ~ ~ ~ i t i - + ~ ~ U7 - - f + ~ ~i i ~ I ~ I'__' ~ fNV. ! - - - 85.99 - - ! - ~ - - . -t . - - _ _ ~ ~ _ t _ _ -t------ _ - i { ~ r ~ _I-_ - - - . I ~ IN U~ 2 ~ , - i _ - I__ I I - - i - r - . _ . _ i _ I 1 t t f _ a _ ~ , _ - - - - - - - ~ f-- ~ , t - _ - - - - --r - - - _ L ~ i i ~ i _ t _ _ _ ~ fi r fi ~ ~ I ~ ~ i ~ ~ ~ i f _ - t - r { I i ~ I ~ ~ ~ ~ I ~ ~ QLI i SHEET I of fi Ll i I 1 -1 1 1 i I I 20+00 21 +00 22+00 4 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 JOB N0. GENERAL NOTES 75070 1. ALL CONSTRUCTION AND MATERIALS ARE TO BE IN STRICT oESICN N OF WAKE FOREST STANDARDS. ARK ACCORDANCE WITH TOW o~awN ~o ~ s~ \ PUBLIC EASEMENTS MAT 2. ALL SANITARY SEWER MAINS WITHIN cNECKEo I ~ AND RIGHT-OF-WAYS ARE TO BE OWNED, OPERATED ~ WAKE FOREST. ARK AND MAINTAINED BY THE TOWN OF scaLE 1 ~~ti ~ ~ ON I I 1, 1"=40' l FS p 1 \'LF, q/~Y R ~ I I ~ 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING FILE O,qQ ~ ~ ~ UTILITIES PRIOR TO CONSTRUCTION. NHOF-PP1 ti I ' \ i l \ / ~ ~ q~~s ~ I W ~o ,po ~ ~ ~1ANp (I sA 9a I ! Nf \ I 1 ,A ! _ l ~ ',,j' ! ~ I 1 il.is. 10Q3 VICINITY MAP NOT TO SCALE \ . \ ~ V ~ ~ ~ FOR RCti~~Ei~1 N ONl. 1 ~ ~ ~ Y Z 1 _ - WAND U V ~ ~ ~ L ~ 1 ~ I _ NE J i W ~w~AN ~ ~ ~1 1 ~~~NE ~~~NE ~1 ~ ~ M.H. No. 2 4„E - _ " 1 • ~ ~U1 1 , - - S66° 49 ~ _ - ~ "E - - • ~E STA. 4+28.01 - - ~ ~ \ ~ ~ ~ 1 '~a ~ 223.84 ~ ~ 9 / _ 1 ~1 g ~ _ _ - - ~ 1 x ALL PUBLIC FACIIITIE5, INCLUDING UTIl,ITIES, SH)EWALKS, ~ t N AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL 1 ~ N 5 22 ~ O 1~ ~ PROPOSED LEVEL. ' ~ ~ \ Z STREETS AS SPECII~'fED BY TOI1N STANDARDS. THESE ~ ~ ~ FACH.IT(ES HAVE BEEN APPROVED BY THE TOWN OF WAKE ~ 1 C3~ SPREADER BY OTHERS - ~ 10' TEMPORARY ~ 1. ~ FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE 1 rP _ ~ ~ ~ CONSTRUCTION ~ ~ 1. ~ LIMf7 OF ~ _ ~ ~ ~ ~ ~ t~ IS APPROVED BY THE TOWN OF WAKE FOREST. 1~ ~ 1 M.H. No. 1 DISTUPBANCE ~ + ~ ~ ~ EASEMENT A ~ 1 ~ n - ~ a ~ M_H No. 2 1 ~ ~ 1 ~ rn _ _ _ R~Y~ DL9CLA~ ~ C~2 ~1, Ix ~ STA. 2+70.18 ~ ' S ~ ~ _ STA. 6+ 13.82 ~ r ,=pQ ~ ~ ~ -T' ~~NO ~ ~ ~ ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE p~ r , - ~ _ ~ ~ ~ -v ~ v ~~Nf i REVINYI ENGINEER FOR THE TOWN OF WAKE FOREST IN NO ~ ~ 1 SILT FENCE ~ ; ; 0 ~ ~ ~ ~ ~ ` ` ~ ~ ~ t Z ~ WAY LIMITS THE RESPONSHIILITY OF THE OWNER AND ~ ~ ~ I ENGINEER OF RECORD WffH REGARD TO COMPLIANCE WITH W 1 1 j 20,9., ~ ~ ~ ~ 6fp _ - 74.73 LF 8" D.I. SAN. SEWS IN 4 ~ 1 18 ~ I ~ ~ ~ o _ - i r`jl ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR . ~p ~ ~ \ NOTE LF 16 STEEL ENCASEMENT 0. 75" ~ ~ ~ r M. H, No. 3 NOTE: ~ ~ coND>Tioxs. z IN J NO CLEARING, CONSTRUCTO , ~ ~ _ ~ 0~ P RMANENT SAN, ~ MIN. THICKNESS INSTALL BY B9RING 'y ~ ~ Y STA. 7+13.82 OR G \ OR DISTURBANCE IN NEUSE F~ ~ - ' ~ E ~T~~ 0111168 C9tlQlCA!! ~ ~ F SEWER EASEMENT ~ ~ ~ 1 1 Id ~ ~ ~ m~ ~ \ AND JACKING ~ ~ ~ ~ ~ ~ EXISTING TREE 10' TEMPORARY v \ RIVER a _ ~ 1 'Y~ Z ,...i RIVER BUFFER _ `'~~rP rZ 0lINER HEREBY CERTIFIES AND AGREES TO TAKE W ~ 1 , ~ U~ LINE CONSTRUQ'flO~~ ~ ~ ~ ~ ~ ~ - , " a ~ SUCH ACTION AS MAY BE REQUHtED BY THE TOWN OF WAKE r 1 . ~ i \ ~ EASEMENT ! t, . A _ ~ FOREST TO CORRECT AND ERRORS, OMISSIONS OR NON- C3 ~ ~ • _ ' SILT FENCE t 10' TEMPORARY r7 COMPLIANCE 1fITH TOWN STANDARDS AND/OR CONDITIONS Z 1 1 NOTE: ~ , \ ~ ~ 1 A RESTORE EXISTING EROSION o ~ ! ~ ~ ~ ~ ~ , - - _ - t CONSTRUCi!ON ~ DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE- ~ ~ CONTROL DEVICES DISTURBED o ~ ~ ~ \ - 265.t~1i' EASEMENT SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT ~ SS ' ~ ~ / ~ rj~ WIT}{ TIC APPROPRIATE CORRECTIONS AND/OR REVISIONS. ~ U SF~ BY SAN. SEWER CONSTRUCTION a 1 ' , 20' PF,RMANENT SAN. \ gyn. ZZ ~ ~ ~ I ~ SEWER EASEMENT I! ~~i ~ ~ ~ 8 f 1 ~ a l FUTURE BUILDING ~ ! ~ ~ 0 8fp ~ / O / ~ o > 1 v~ 1 ~m~\ ' (BY QITHERS) ' ~ ~ ! ~ _ ~ EXIST. M.H. 1 0~~` i 0 ~ ~ ~ 'i 1 / ~ Date ~ / / k Owner ~ . 0~1 ~ 1 tiF 1 r ~ ' ~ ~ - / / _ ~ o d STA. 1+04.14 X~ ~ ~o _ ~ , ~ i ~ ~ _ RIM=280.75' ~ ~ ~ i ~ FUTURE UILDING ~ ~ ~ INV 1N=271.19' 1 q`r'~' ~ A ; (BY OrTHERS) ~ ~ ~ r / ~ CAR 0 . °~1~ , _ ~ ~ / 10 TEMPORARY THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION J~~; ~i ~ i Z i EXISTING TREE - w ~ ~ CONSTRUCTION : ~ oFtSSION ~ L BY THE TO1fN OF WAKE FORE ~ 9 W EXISTING TREE PROPOSED LEVEL-~~ ate`` I EASEMENT ; 2~ < ; 1 M.H. (BY OTHERS) THE MEWS AT LINES` 1 `I t 1 1 RIM=302.70 FUTURE~~UILDING LINE,` SPREADER BY 01HERS ~ ' SEAL INV IN=2ss.z4' , LEGACY GREENS (er OTHERS) ~Q/ ~ 13371 Q- ~ Public Works and Utilities Date !1 r' o ~ ~i 1 INV our=2so.oo ~ > ~ / M.H. No. 4 NGI NEB `~1 1 ~ ~ ~ EXIST U~iLIP_S ~ STA. 9+65.71 '•~9~''••.......•~'~~`~,•• ~ri,O~~.r~' Engineering Department Date ~i,~ql?~ R. K~~,~~0 ° ,m ,,,tiros - ~ iL ~ ~ Date ` ' ~ Fire Prevention t ~ 1 11 ' ~~~~~1 1 ~1 - Subdivision Administrator Date 1 ~ ti. 1 i ~ ai , . I I I ~ - - , - - - -I- i - - I I - _ - - i_ - ~ r _ ; i- I i ~ i I I ~ -l I I I. ~ I i - - _ - + _ w - - - - ~ ~ - ~ ~ r I I ~ i . ~ - ~ 1 f 4 ~ 1- _ _ ~ _r~-___!__._ _ - t - t i ~ - - - I I ~ ~ ' - - , _ -I i I I I ~ - ~ + t i 1 ~ I ~ ~ ~ i I ~ . ~ - - - fi ~ ti i- ~ I I ~ I I ~ I ~ ~ N I I - . t- _ - - 1 - - - - - ~ - - _ ~ ~ ~ i _ I 290 ~ ~ 290 ~ I I I ~ I ~ O V . ~ E- E~ O I ~ ~ ~ i ti ~ ~ i I i ~ - - - I - . - ~ _ F- - - _ ~ - - - - - _ - - I. } i i v1 1. - - - - - _ - - t - _ ~ ~ ~ . ~ - . ~ o ~ i ~ I i I , ' I I - _ i 1 _ _ _ - - / ~ - - ~ ti _ - - - I~ I 1~ ~ i ~ I - - - - - _ _ r ~ i I ~ .,i- i/ t - ~ _ ~ ~ \ ~ ~ ~ / ~ \ fi i v1 j ~ - -F - - - - . _ ~ - I ~ i V - - 17 - i ~ ~ I j i ~ I, W _ - , . _ . - ~ 280 ~ ~ ~ ~ ~ ~ 280 , ~ ~ i ~ ' i ~ ~ l ~ , ~ . + - -t- XIS LNG 12 ~ ~ i I ~ ~i i _ ~ ~ - - - ~ - - - r - - _ ~ _ - - r r i I ' .42~ . _ rt 7~ :4: - - _ _ . _ _ _ _ r _ I - - . - 0 75 ' M N. HI KN SS IN TAL ' ~ - ~ N., SEWE 0 - - - - - IN ; I 1 ~O. UO_ _ B BRIG NDJAK W 4% -{IN ~ ~ - I i . 4 % ' - - - _ - - -1-- a - - - . _ , a - - ~ _ - (I t- _ y _ - - _ i _ 5.81 LF 8 - - _ 0, 0~ ~ 1 7. 3 F .I. SA • ~ ° ~ I C~ _ _ I 8 LF 4 6 - i I Wp ' IN . IN - 2':75. 0 - - - ~ . _ - . ~ , - I--- - IN bU`. - .27 :S~ ~ - - - - - - - 270 I - - - I- - - 270 ~ ~ , I OW I . H. No. M H. No 2 M. N. No. 2 !M. N. No. 3 E IST M H, _ - _ - - + ~ _ . . _ _ - , . _ + - ~ ~r~~ -~~r . No. 3 I - ~ - - t _ - _ - - ~ ~ -1- . . - . I W + ~ ~ ~ I ~ ~ - t~: - - - - - - . , ,67,II0 . r-. _ , - . ; . - - - _ ~R+h~ ftIEM: - _ I V. IN , = 272.1 d i 1 V. N 72 95 ~ 3 INV, IN = 2 4. 9 N__-24.9 _ _ _ _ 7~a.S~ _ . I V. U = 2 2. 5 ~ ~ ~ IN~J. U = 2 3. 9 _ INV; OUT = 7 .2 - _ _ - - - - - - I } t - - q ~ I ~uT - 7 .2 fi - - - - ~ IN. U = 2 0.1 ~ I . _ _ - t ~ _ - - - _ _ ; - - - - I ~ ~ ~ i ~ - - . - 1 l- + ~ 'Q - ~ I i I ~ I ~ ~ _ I _I I ~ ~ r-- - ~ . - - - - - - - ~ i 1 ~ - i - ~ - , - 1-- - - - - - 1 I 1 1 L- -1-_ L--1- - :__L-. - - I I • a i SHEET : 260 of 260 5+00 6+00 7- 0+00 1+00 2+00 3+00 4+00 7+00 8+00 9+00 10+00 11+00 4 JOB N0. 75070 GENERAL NOTES DESIGN TION AND MATERIALS ARE TO BE IN STRICT ARK 1. ALL CONSTRUC o~,wN NOTE CENTERLINE OF CREEK IS PROPERTY LONE ACCORDANCE WITH TOWN OF WAKE FOREST STANDARDS. MAT BY BOOK OF MAPS 1985 PAGE 1993 . ALL SANITARY SEWER MAINS WITHlN PUBLIC EASEMENTS cI+ECKE~ 2 ARK AND RIGHT-OF-WAYS ARE TO 8E OWNED, OPERATED MAfNTAINED BY THE TOWN OF WAKE FOREST. S~_ AND 1 " - 40' _ - RIF'Y LOCATfON OF ALL EXISTING f~E _ 3. CONTRACTOR SHALL VE NHOF-PP3 - _ ~ UTILITIES PR10R TO CONSTRUCTION. - - _ , t - _ - t _ _ _ _ e, - ~ , ~ r ~ w~ p NO E. 7~ i1 ;4~~ .n i - - NO CLEARING CONStRUCTION W m E;, ~ z p ~ ~ OR DISTURBANCE IN NEUSE - a ~W ~ R~VEp BUFFER - _ ' _ - 1U0.~ - ~ d~-i-,- . ~ 10' TEMPORARY CHECK DAM. ~ / - ~ ~ ~ SIL E C _ CONSTRUCTION 4~ _ - ~Z11'73 ~ - _ ~ ~ - - - ~ EASEMENT _ - _ - ' ~ ~ _ _ ~ 2 m is i ~ ~ d"~ ~ ~ ~ ~ p - - - - _ 2 ~ ~ V L ~ ' ~ - ` ~ - ~r> > ~ - _ ~ ~ - - - ~ ~ p ~ G~ ~~~s0(7 - - _ 25+0 _ ~ _ ~ ~ ~ TON - - NORIHAMP ~ ~ ~ +'43'3, , , ~ - _ ` \ W CL ~ ~ ~ ~ ~ r-----___ _ - ~ SUBDIVISION M.H. No. 15 , ti _ ~ - 2+89.83 ' ~ PHASE 2 STA.3 z UNDER CONSTRUCTION) o - ~~M.H, No. if ~ ~ W STA. 26+06,36 ~ ~ 4 a~~ EXIST. '164.H. No. 43 ~ ~}5' Z' ' ~ STA. 34+9.94 = ~ ~ 1D' rEMPO~RY STA. 24+36,36 ~ ~ ~ i 2 ` ~ ~ STA. 29+53.89 JONES FARM RD. • CONSTRUCTION 20' PERMANENT SAN. ~ ~ EASEMENT SEWER EASEMENT ~ ~ ~ \ ~ ~ ~ ~ I i ~ i ~ ~ W ~ i ~ ~ i ~ ~ !o~ i ~ • ~ « ~ ~ y~o ~ M. N. No. 13 i ~ i ~ ~ ~ ~z4 ° STA. 28+28.36 ~ i ~ ~ ~ ~ ~ ~ ~ ~ r i ~ ~ ~ ~ ' M.N. No, 14 i ~ ` ~ ~ ~ ` ~ ~ ?g~ ~ SILT sr~r F tacE STA. 30+ 12.15 ~ ~ ~ ~ ~ ~ ~ Op ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ' I ~ ~ ~ ~ ~ ~ 1 ~ ~ i ~ s~ ~ - W t0 i i ~ ~ ~ / ~ , ~X ~ ~ /,2 / ~ ~ IN \ ~ 3~~ , 38 , ~ i ~ ~ ~ ~ ~J 1- ~ l~ JORGE PERICCHI h ~ ~ / i ~ ~ / _ ~ i P e DEED BOOK 5507 PAGE 873 ALL UBLI FACIIdTIES, INCLUDING UTII.[TT1ES, SIDENALKS, ~ ~ ~ ~ • AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL B 0 0 K 0 F MAPS 19 8 5 PAGE 19 9 3 m STREETS AS SPECIFIED BY TOWN 9TANDARDS. THESE I~ ~ ~ ~ ~ FURTURE DEVELOPMENT FACQITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE ' ~ U FOREST AND SHALL BE SO DISTALLED UNLESS A CHANCE Ir- IS APPROVED BY THE TOWN OF WAKE FOREST. IZ NORTHAMPTON SUBDIVISION zz m ~ o BEYlE'~ 9~ DL9Q11~I6R ~ % ~ U ~ ~ ~ ~ ~ i i ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE ! ~ ~ U REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST !N NO WAY LDdPfS THE RESPDNSIBIlJTY OF THE OWNER AND 1 J ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WTl'H , ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR CONDITIONS. THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~~I~IIIIIIIIp1,,1 BY THE TOWN OF 1?AKE FOREST. CAR ~ , W O~N9t l1t zo,: F~~sloti v ; OWNER HEREBY CERTIFIES AND AGREES TO TAKE Public Works and Utilities Date i ~ 0 9 : Q~ SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OI' WAKE FOREST TO CORRECT AND ERRORS, OMISSIONS OR NON- S~aL 13371 COMPLIANCE NPfH TOWN STANDARDS AND/OR CONDITi0N5 - ~ Q. DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE- Engineering Department Date SL'BMlSSION OR RE-FJ(R~UT10N OF THIS CONS'fRi~`(T10w PLA° G~ NCI A;?'i1 '~F.`~ AP( k~i i:iATF CORRE'~:'J04~ Alit; UH R~~S1!'!J~' - N R. KE Fire Prevention Dete f//llllllllll/'~ GQ.,,cl~ Omer Date Subdivision Administrator Date 7/1$io1 ! , I i I ~ ~ I I 1 ~ ~ I - -r-. - _ , ~ - , - - r - r- I ' ~ ~ - ~ I ~ ~ ' - i , i ~ i i t I _ I_ _ _i - - ~ --i-..-{ f i r - - . _ 7 - . - - I T i - - - - ~ , I I _ - i I ' - - - - i ~ i 1 ~ ~ r ~ f t r t- f i i I i' i i ~ i I ~ -r- i I i + - 11 1 ~ ~ I ~ + - - _ . - ~-I - f - , i i i --i ~ i ~ ~ i _ r ~ _ ~ ~ _ _ - I ~ I ~ _ - - - - - ~ - 1 ~ - - -i- ~ ~ ' ~ I ~ ~ ~ I ii ' I ~ , ~ ~ ~ , ~ I i I ~ i r I ~ i i i + I I : _ ~ ~ _ - - _ - - i - - - I - - - . _ _ - ~ _ - t- i , ~ ~ i ! I ~ ~ I I ~ ~ i i I ~ - - r - - - ~ - ' ~ i- - - I 1 - - r--- - - ,--t - - ~ - ~ - - - I y - _ _ ~ j 1 _ i - _ a- - - i I I i ~ ~ i i ~ i 1 ~ ~ ~ ~ ~ ~ ~ ~ I~~~ ~I ~ ! 1 fi ~ I 4 a ~ _ r ~ + . _ 1-- . _ , _ t + ; - - - ~ i ~ ~ ' i ~ ' ; ~ I t - . - t - _ _ _ - , . . - - _ - - a - - ~ ~ ~ 340 ° - - - - - ~ - - - 1 ~ - - , - --r- - - - - - _ 1-- - - ---I - ~ - - r f~ I I I _ ~ ~ I I' ' 0 V V i ' I f~ ~ ~ ~ 0 ~ ~ 1~ I i i ~ ~ O V 'I ~ i - I r _ . , t - i fi- ~ ~ _ ~ _ - ~ , - _ _ _I--._ - - _ - --E f- _ r- - _ I ~ ~ ~ I U ~ ~ ~ ~ ~ l ~ ! ~ ~ - 1 i ; 1 i ~ ~ i ~ ~ - .~C~ ' i ~ ~ - - - - t + _ i t--_ ~ - , - , r - _ . 5 ~ f t- { i r - t--~ ~ i ~ - - E i Gf~AO~'_ ~ ~ i , , i ~ ~ ~ I ~ I I i ~ ~ _ ~ I I I ~ ! I ~ . - - 1 . r _ - - I ~ _ - , _ _ _ { , _ I, - II ~ I--y _ - - - - - ~ 1 - - - - i ~ _ - - - _ . ~ _ ~ j I fi s t- I ~ ~ j ~ ~ j i ~ _ - _ _ _ __-i-- I O _ , ~ ~ - - - i r- - ~ ~ - - ~ _ - - - _ i ~ V i RCS _ - ~ -t- - - ~ - . f- i.. Sal.- SE J~ - - - - - - ; - - - - - - - - - r r - - _ t r ' ~ ~ --r ' ~ -1I ~ ~ , i _ I ~ i ~ p'40 0 ~ - - - ~ ~I _ , t 330 - - 'I' ~ ~ 1~p~ ~ ~ ~ t ~ 3030 ~ 310 ~ ~ ~ ~ ~ ~ ~ I ~ it ~ I { t ~ _ _ _ ~ - - _ _ r - - --t- ~ _ I ~ t- - - - - - t--. I I ` ~ 1- i i ~ ~ - _ r_ i - ~ I f I ~ I I ~ i - _ _ i- - - _ ~ ~ , r -T - ' t~ ~ i ! I ~ t i~' i' ~ I ~ i _ - TA 2 +~6. 6 ~ ~ ~ ~ - _ __t r . t_ ~ _ ~ f _ 1 _ - _ S 6 06 36 I ~ f I ~ 7 , i ~ t i I i ' ~ ! _ _ . _ _ ~ _ _ - ~ ~ _ ~ 7* F~ N' Si+ r III 1 ~ LF~B PV„~A~ - - ~ , 210. X17 _ i _ _ - - - I _ _ - ~ _ 0. 3 f, / _ - . _ . _ . _ ~ r-- - ~ - -fi- - - ~ SAN SE~W~`R ~ ~ r ~ } t- ~ ~ 1 i i I I ! IN . UT = 3f f.3 ~ / 77.68 LF 8 P _ _ . - - , - _ --t- - ~ ~ - I _ _ - - - , _ - - - - ~ - - - - - - - - - - - _ . - - - - - I ~ - - ~ ~ _ , ~ _1 e I . H. Nd. 1 . _ f , . _ I i-- - _ g 21 0 - . - _ - _ ~ i S A, ' 321+8 .8.~ ~ I ~ ~ 'I ~ ~ _..1___- _ - _ - _ . _ _ -__.I - . ; _ _ - _ - - - - ~ ---a ~ f ~t ' ~ ~ WE ~ _ ~ ~ MIH. No. 14 ~ 1 ~ _ _ _ - 3, t i _ ~I f~M F~ ~ ~ O ~rA 1~ 1 ~ I I w fi ~ ~ a , ~ _1 ~ ~ ~ 1 1 ~ 320 - t- - RAM ttLf'r. ~ ~ ! ~ I ~ ~ 1f'~V. OU 3 4.~8 I f _ I - ~ I 3030 300 ~ I ~ ~ i i ~ I i - ~ i I ~ ' W I ' I I f V. ~OU1 = 3 2. 7 ~ I i O I ~ ~ ~ ~ ' XI ~t 3- ~ - - I _ _ - _ , - I ~ I ~ i ~ i _ . _ _ _ - - ~ 5TA: 2 +5 :8 JIONI~S ~`A ~ - - - _ . - _ - - _ - - -r ~ ' - _ , _ _ - - - - - _ - - _ i _ _ - - - , - - - - _ ~ _ -t- - - - _ t 1 r ~ I ~ i! ~ 1 I ~ ~ ! ~ ~ i ~ - ~ ~ 1M_ L - _ _ 38 5 i--~-- _ I - i i INV. IN = X32 .3 ~ I I ' ~ ~ I ' -I_ - - - I - - r I I I i I I ~ i _ i I ~ I ~ ~ ~ - ~ ; _ , _ _ ~ _ , - _ t1w'V. Ot~fi $ - 5.12 ~ - , 1 - ~ { ~ ~ i _ - - - I ~ _ _ --f - - 1 - - - _ - - - - I M H. Nc. f t- _ _ t k ~ ~ ~ ~ ~ ~ i ~ i I ~ S A. 28 ~ 28.3 I i I _ i I ~ - - - - - - - - - - - - - i.. , I . _ - _ _ - _ _ _ , - - - - i , ~ , ~ ~ 1 I ~ ~ ti fi i i , ~ RI LEI(. 3 7,,0 I, I~ i ~ I ~ ~ I - 1 ~ ~ ~ ~ ~ ~ ~ ~ 1 r t ~ ~ ~ t ~ ~ i ~ I ~ ~ ~ _ ~ . I _ a._--~_- ~ _ i _ . ~ . _ - - F - 1.1t~V: VN _ 1 7D~ I ~ j { - - Q,Cf) t f - SHEET - - I- - - - , 3 - - 310 i 1~ ~ ICI li ll~ l of 20. 30. C 290 I I ~ 4 -00 33 1-00 34+00 25+00 26+00 27+00 28+00 29+00 30 23+00 24+00 30+00 31+00 3;? ~~~i~ dp/dr'lL ~j ' JI~I''~/~ a?BQ ao?e~?siutt>ipy uots~nrpgnS 31bOS 01 1ON ~ ,~~UrrrrUy~ i ~ P ~ 4 ~ .,••••..Nb Trot naval a.n ~ ? d d f ~N,~ _ ~ d s N 1 ~y- lL~~l alaQ ?nam~}.tedaq 8muaam8a;~ 03033N N3NM 1N3MI3r1021dri1 - - ANJD SHOILV7lig3dS Qtl+tOHr1S HIM 3Sn J,IHD SIALLYJIlg3d5 OtlNWi415 M 3511 a -~-i` cs o£ tl•n3a z ~ cs-tz-ot•naa 'F~+ ~ NOUYONnO! 210! S03d5 335 '3N015 L~ -~wols c~! ~rD 11{113 31V~ 1111130 Lt O1 ,9 NI 31Y05 Ol lON • QZ'F`, 31YOS Ol lON ~ io~+vrl 13s oz'e 1 1331 1N3W3Sf1~N3 1331S , ~ N3W3SdaN3 S r ~r,3o altos ~ J ~ ~ : d (SS~~ r 0 : a?eQ sad??P.?fl Pue sgaob otlgnd ~ ,lt 50330X3 lH9gH ~ / ~ r ~ ~0 )0 ~ HW 1Y101 N3HM 3S 8 15~~10~ ~~I'dM ~O NMOl 1S~d4-J ~~i'dM NMOl r 030N31X3 ,9 3Sn '3tON "'rrr"'r 'ZS32IOd ~IVM ,30 N1tQL dHy ~tH ' i ~ H011,On2#1SN00 80,E Q~l08ddtt NSSfl ~AtlF{ SNV'ld ~b~H~L Nrld 335 { S3ZIS 3did 210! S a, ~.'..*~-~Y ~ ~ •s3dld rn ~ ao! o3alna3a ONIN3do lsro321d ' 'sNVld N0 ~ Z 3sIMa3luo r~MOHs -'sNNY1d No 3H10 NMOHS ~ d ~ , ? , y . ,I s53,Nn rnr! ,oro a ~ = 31oHNYri na~u ~ ~ 1 n >1Ye ,Dro so?tuvoD lnotuM err s2amona ~ d b ~HNYn naHl A~II^ TlNN'v1~1 !0 3dO1S q d0 3d01S .q/c t .r ,ccwc ao3a t ma . t .L/t At .z/t ,z/t L t ,9/t .t ,Lt .srr' .zt .r9a' .L? ,oo2c .or ~-e IY~JLl.J~S t' .9/r t .r .oc'tt 4o3a t ^va ,t/r .9/r ,9 .9/r .t/t r .9 ,9/f .r ,8 ,Str' .a .e9t' .oc .os'91 .ai i d r , '031531 nnnorn 38 0. -Nrri lf3hh3S J,b'I111 531 nnnOYn 38 Dl S310H .a/r t .c .ovtx 4o3a t Ya .t/r ,e/c A .ar .t/t t ,9 ,B/s .r .a .9cr' Ac Aor' .a ,ot•ct .9t -NYCI 2f3M3S a,bY11NY5 rn ,9/c t .r .oczt DAB t vq .z/l ,9/c ,t .o/r ,t/c t ,a/c .z .9 ,str• ,tz .co?' ,tz ,or'st .tt " ~ Ste' r ~ `z S1N3ri32lIn03M 2f3H10 b0; (SNOl1V11VIfl / .&/c t .f oz2z 4e3a s 'yro ,z/t ,9/c ,t ,9/c .`•1r r ,t .e/r ,Z .9 ,scc• .tz .lor .tz ,oz'cl .tt 12lIf103a 213H10 a0d N0530 H 2#3h13s ONV a31vM 't t-'~ d 661-W OIHSYV !0 S'S'£ HdY210Y2JYd 3~ i35 ONV a31YM NOl1D3S ,9/C t ,f Al'LL 4o3a t Yq .L/t ,9/C ,t .9/C a/f t ,t .9/i ,L .9 .str' .tL ,to?' ,iL Al'tt .Dl ~ 3lNOS 01 lob' 'BLit 'ri1SY !0 S1N3YQMIn03M 3lOHNYri 'VIO H1d30 I HdY210YNYd 33S) .OZ ~ .+/c .9/c I ,so'tt 0,03ti t Vq .z r ,9/r ,c .9/r .t/r t ,t .c/r .z ,9 .scc' .at ,z9z• .at so's ,e rn 'Vro ,i H1d30 nllY11XYM1 Z .t/f ,e/% t ,n?m ao~a t rm t .9/r .r .9/r .t .c .a/s .z .s .ur at .tsr .zt .08'9 .s - 1!!W Ol 710HNYri 1SY03ad-- ` ' N. •a3uooe oNY - 11210 3210:) 39 Ol 310NNYIY ~ 9 V t 1 l V 9 tM ~ 7ttN 0'0 -TTYM 4'0 '0'0 ~,~h W d' ~ ~ , • 03T11N0 3210') 39 Ol 7HNW 1~ ~ • o1Nl slra3<rn emu, 11NI 51Ya31Y1 ~DIna3S TIY 'l SN06H31110 1f39/k111 XtlV11 1191'OSSV 12pdd'6 3dld A 3~dd DXMYa 3d4d il~l1'D Yotz) otaoo-s-ss ' ~ N 1 1 , ~5310N , - ~t+r 03dS o3! os5-'J WlSV ' . ~ 'ast-ri o11~sYY oNU.33n i3~SY9 (OILSVW) 21388nN ldl.n8 03riN0.l3ad 'd330 It 21380 6; H'ri ,i• llv /M `J ~ 1 38 Ol S1NK)r TIY ~ ' N No alalra~a s35re o3aN31x3 ,s "31oN N m 31n03HO.S Hri NI o y oNU~W ~ l1Yl ,Ol'0~132UIVFq l0 3cfOl5 SNY'id NO ti0! 0311Y0 BCYJ 'I'llStl ONll33ri a 3>l3NM 3SY8 030N3U(3 ~ J 1Yn03 MO !d tSd ~ ~d-tsd -3aa o211s~ .9 ~ r 'ONI 'S312llSnON1 ti'ri 3N00 ORl1N3003 35n 's A8 Sd31S 3did nar~u ti'n 1N~W~Sb+~IV~ ~Iti`.1.~C3 ~dld _ als '3dld i311n0 WON! .06 t , Sd31S 31Y001 (road .os s 31Y001 'Niri ,9 V ri Ol 2lDlOYY211N00 IOya1Dp0 'H19N32llS Ol3U. "2tlM 5d 000'S£ 38 Ol 3dld 1331S 'DNI%OYP W 3x08 Aa0 A8 NOl1YTTY1SNl Z ~ ~ ~ " ~ ~ 8210n Sd1Y~ ONr ONre •a . ~ S 3~+D~S 33ig30 4 NOISS3adMg0 T331 I 'NOUYTIYISNI 30 3SY3 MOd 03NIfk13N SY 3dld 1N3n3SY0N3 3SY321D 't S3LON ' _ SS3.INIY.i.5/M fb6~ ri1SY ` ~ 1008 tl388nH 318 NO1103S i i YIO ?d' NOII.33S tl35tM ~J D(311 3N00 d0 ~3s adsla y ~ 310HNYri ~ d01 01 Q3fIddY 1NY1Y35 3Sr8 , OOY 3SVd2DH10 i 03MO11Y ISVda3H10 2lV1a0n ~ NJR1B 03MO11Y ,n~o ~ 3gnaad ao ~ H,Y31Y Nou.~~s ~.y lT3H5 W 1831Nf SnONlrin118 Q3ItOt?ddr NY 35f1 \..J ,at !o rinriavn rlnnavn xvn .g-- J,1a~sr laodars 3dk1 3t32p2N),? /M ~2Yds Ttl3 ua 3aYaD I`'' NI n1l ' - SsNla 30YN0 'Z ~ !no ~ 3ax Ns 3YIty1S ~ 21Y12)Ori W 3dlt NLON3a15 15tl'J321d ,9 210 ,9 210 O H'01H 2LLtM 1'1nl S1NI01' fill b ~ ; '3SNn00 2JY1210W tP HOIMB H1YA a3isnrrn aNV 3-~ISSOd N3NM o3sn ~ ~ ~e of 32fY soNla 30v2A 1SY0321d O 'y ~ o , ~ o 3did 1N3n35Y020 17315 30 d01 S2fVld N3d SS310p911 TttM n _ , o I SNYkI aid N19N31 ~ m y 3dO1S l13H5 I• w rV ~ w O r Y r h Sd31S y300V1 + . wi. err ~ q o N N 9~ o 2fY1H01'(1M ' 9NI1SY0 335 ~vlaorVM e -r?t t ~ ~ o . 12J3~M 03dYFIS lN0 sttY!!no) ,1S3a0! 3HrM !0 NMOl. (A ~IY~tno) III III d-~! NQU~ ONY ,2t3M135. OY32! Oi d01 (4D3a f) 9NLLSY0 lt'£ + Ot'f 1fV130 335 Ol 3WY~ 1108 ~NllsY~ IYad l~oe `~~I' _ ~030N3WWOO3b SI 3N01~ 03HSYM LSiY 100 '30Vb0 N3IL3 NV O1 it H100WS ONY a311Y1d a0 3dOls t ~ V NO NOOlB 3H1 JO d01 3H1 M013B S3H:N~1 Z b3Oyld 'M3L3WM0 NI HONI-Z/t OJ-tl4"13r1Vb9 NV310 3Sr1 i 3OYld NI 13nYa0 QIOH Ol ONIN3d0 )rJO~IP, ,-ry a3n0 ONIN3d0 HONI-Z/l HlIM HS3W 3diM 318yaydnOO i30 H101O 32lYM021VH lld Allnd32Jd~ Z I'I SONIN3d0 )f0019 HOnOaHL SOf11S DOOM 4xZ ONIOYId J.A SMOd JN3f1b3S911S Ol 1?IOddf1S lY?J31Y1 3N0 '03033N JI 'Sbfl000 MOld2J3n0 N3HM Sll10HSYM OIOnY Ol ONy r la0ddflS 1Y2131Y} a0d NIYdO Wa01S 3H1 d0 3`)03 3H1 1SNiY0Y H0019 3Ft1 d0 M02J WOll09 3H1 30Y1d NIV?JO }no papoys aq ,fow anosa} WiIOLS 3H1 !0 1S3d0 3H1 M0138 HONI Z 1SY31 1V asiMJay}o 'BUIMOW aJO}aq }y6iey w ,ZI Jeno MoJ6 0} Janoo ,(JDJOdwa} Mopo }ou o0 n i i i c6-s- I t 'n~a Q r7T~7 T r7 r,7 031VnyOX3 3A 01flOHS NOIlY0Nf10d 3Hi 30yNfyaO uogD}a6an }uauowJad pansap Jo; uosoas wnw!}do o} 6wpJODOD paasaa - luoJOdwal,,, 11 Y tLaQ t.77 MS NOISd~~IQ ~d~~OdNi~z 100d MOTiN Ol M02J WOll48 3H1 NO 3015 Sll NO o ~Y° 'iId130 313a~N0~ 13d~3ad z ~'E 3'IYOS Ol lON Nd15 T ' 321(110fRl1S 3H.1 d0 3015 HOY3 NO N0018 3N0 l.Vl l •se}oJ aldu} Jo a!gnop ')Jn} ,`;}!IDnb uMOI o Jod aiq!ssod aJD suogowgwoD se}DJ bU!paBa Jay}o suogipuoa IDD01 Japun paM op yD!yM asoy} eJO se}DJ z a31d 3did QaVO / uv130 3h'7S - ua}D}alien enogD ayl soeJD papnuap }o uo!}D}s6an Jo; san!}ou,a}iD Jay}o 6u!waDUOD ~ C O NMOl 1S~a0~ ~7ib'M ~ SKOIZ~OI,~Ia~dS KOI~JOflds N00 uo!}DUUO}w louo!}!ppD Jo} saowaS uD!}on,asuoO I!oS Jo Jeaui6u3 uo!}Dn,asuoO }InsuoO wJaB u~W „8L _ r .a ~M013 ;0 aJOD/'sql SZ aF21 aznJgY RPy (l JoW-1 ^oN) ONUOOl 'ON00 ,8£ X ,OZ X ,6 Z l0 ,C U01}oaJlQ aJao/•sql 00£ anosa] IIDl PuD yap~M dnl aJOD/•sql OL (pai@,DDSUn-papnyun) Dzapadsal DaDUag t JoW-t deg uiW~~- Z uiW „(I-~,~; lluo IID1}n0 JO) saJOd aJOD/'s91 0£ spuq,iH uopng-wny6JOg Jo ~a; * aJDD s a ! do uMOJ ~ ti] ~7 ~ ~ ~ ? ~ 41 S£ } It W } B sa 'uol}onJ~suoo to pouad aye 6uunp uol}~puoo 6ui~IJOM JadoJd w aJaD/•sql 00£ puo anasad IIDl a. } daS-t aunp CD 1 ~ N u pawD}wow aq pot's saJnsDaw ~OJ~000 uolsoJa r~DJOdwa} pt' ~ aJDD/"sql sZ ssoJ6Dpnw,ag uowwoO pepnH ppy Jo (0£ aunp-} JoW) F-~ I ~ ~ aJDO/•sqi pt ssoJ6ano1 fiu!daaM ppy Jo (p£ aunp-t JDW) 'saJDO ~Z s~ DaJD pagm}sip ay1 ,Z aJDD/sqt oo£ anssed IID1 ppy (gt Jdy-I JDW) zr r -r----- , * u ~ r~ ~ , II •spJDpuD}S r<}uno~ a>?DM y~IM eJDO/•sql OS (pa!}uoas) Dzapadsal Daouag t aunp-} JoW 'ON80N9 O1NI ,8l N3NN0 S1SOd I331S -I aouoploooD ui palonpuoo aq Toys sai,llni}oD 6uigJn}sip puD Ilb ' l ~ ~ ~ S30Ylltl 4~ I N ~ c0 ~ ~ 1~ 's I ' n 'HON3d1 031VnNJX3 NI ll (t Z D}~ t ~£~IS -~2 , ~ - ~ t ,9 031b(iB 31a84'.~ a311f1 n T ~T ,l 'S~ILO1~1 lOQtLl~IO~ l~LOlSOQt7 ONV 30N3! 3bIM !0 WOllOB I--ff- ~p V II--~,- r p N J I xx ~NIW aJDO/ sqi 0£ spuq,iH uopng-wny6JOg io ~ =i , OIN8V3 1131111 £ aJOD/"sql Sf }ap!n do}uMOJg ~ II 1 ~1NOS ON Tana} punoi6 ~ p jo }yb~ay o o} auo}s pays 'ana unoJb an o SHIM OOH 30N33 3dIM ~ aJao/•sql Oft puo anosad IiDl 96 Bny-t Inp I I p ~ 9 ~1H013H aJDD/•sqI SZ ssDJ6opnw,ag uowwoO papnH 0£ aunp-S} Jdy ay o o} auo}s paysoM bwaflld ~ v; ° ,fq ~0 6u~du~o} puo #oua}ou ,Zl lY S311 £i~ ? ' m I~dlJQ N1S~8 Cl~l~~~ W~~S! I~ iu~dwoi puo loua;ow ~tos 41lM 51SOd 13315 eJDD/ sqi 00£ anosa] pDl S t Jdy- t JoW ilia ~fq paJnoas puff yauaJ; u! aJDO/•sql SZ a/a izzrugy ,p ~ ~ 6wll ~°od 18y#~snwq paJ~oesapufl 'l0 .C ' P I aq # . q l #U , }snw augD1 Ja~}tl ~o uJOI#o8 310N aao/•sql 00£ anDSad IIDl t JDW-t ^oN NO11O3S •uol adwo o a D01 i a D aJDO/•sq~ pp£ anosa] Ilol l ^oN-5t lint' I ~ 1 ~ .J.~ ~ ulD}qp ' 6~g-gqg 'Jaaui6u3 ID}uawuoJinu3 ay} ~(q uol}oadsu~ a}Da u!}uDld eaXi aIDQ NlSb"6 W ZSfI~ .y ra«.~,~,~ a}is IDUi1 D Jot IIDO 'paysligD}sa awooaq soy uogo}a6an uayM '6 11 / I n us ~nrsNroea~it~nri I / \ I r nwic~v~+iavn uno (I:£ 'XYVr) sado~S 'sago}!0 aP!S '~aPlnoyS t \ ,~o,~.a~e, ,~.t~u axvsnv3~usw~o~+tav~no~ewi,~t v 'r o ~ w++~usan ~+t z~ ~sv~+ ~v a3adrr 3i'}Me s+++vt ~ •soaJD aJDq 6u~}~nsaJ /uD azlligDls Jo ono paas puD sulsoq ~uawlpas '6uloua} ll~s 'suoisJanlp ~JOJOdwa} anowaJ `panaddo sl a}Is 'g ~ I ~sn:~eat~vrsadva~+,+snw,r'~~ms~terwnrat ~i~, ~od~~-nase><r~;M:aoaNt •a~a~~as ~znQ~x~s ~~IQ~~S o . ~y ~OiN31t13BTPM5tl5iN3u173lONdQt~35ilddv13Mt1 Z ~a 8619-9 8 'Jaaul6u3 ~D}uawuoJinu3 aye r(q uogoadsw Jost !loo '/la}aldwoo pazlllgD~s aJOD/•sio6 00£ ®uoslnu>3 }ioydsy - Joyouy '21Y1 /M 03IY00 oaa!xs,raatvs'KU+Wn-~aw~rmon+e~u~ AXOd3 NYi ~ ?+o.t'~nna~e~e7m+sums'etu~'Mtn+vew~ aJD soaJD IID puo a~aldwoo si uol}onJ~suoo uayM MDJ}6 UIDJ6 IIDW6 - aJ9D/6U0} Z - yDInW ' s~sblouD ~OZ - aJDO/•sql pOc, - e}DydsoydJednS 'Ol ,9 '1108 tiOHONY 'Alr9 'YIO ,Z/t ~ :nom9r~wMy+da?i•.rsa9a~tnt&~a~oaervan •t 1Y0~/M 1Y00 i ~ y I 3~ r I s I OI-OI-Ot - aJOD/ sql 000't - Janp,}Jay shoe ,9/, /M 35n ~ - ,a x ,a/? = SNOISN3WI0 . ~ I (s~!os ,(D~o u! aJao/suo} aJDD/suo} Z -auo}sawn ~DJn}Inou6y ~~(~ddy r 11 ~3aNn o~ 1aNNr~ aNd i J ~ .y . J 009 drnrr~ 13x~as 1, ~11 ~~aNn o~ J ,9-,l 1 ;n ~ao~ 1 ~ fptt~91LV41dNY1 30N3J 3H1 HO/IONH! 09 Ol 030bOj 713NNI2l0 r l0 l/t 3Sn ~trxarrtemntoW~ ~1H1 09 Ol 030bOj SI 330NI1a 'HON3b1 3H1 O1NI ~ •o~a 's6ww~ t'0}ip '6uinod 'uo~}O~a6an peys~igD}sa s! Janoa }uauowJad Ja}}o uoi}DZ!~!}Ja} JVHi OS 30N3j 111S 3Ht ~0 WOlI08 3H1 Ht 30 WOlI08 3H1 aOHONd Ol ,9 OId8d3 3H1 30 WOll08 3H1 ON31X3 ONf/ y}IM apDJ6 ysiul} 01 do }y6noJq aJO soaJD sD alls azlligD~s •g puo }uaw}DaJ} aououa}u!Dw uo Jo}oadsul uo!}DnJasuoO }~nsuo0 ( g N00 ONd HON3d1 3H1 111.1~Od8 30N3j 3dIM 3H1 01 OIdBf!1 d31113 3H1 HOV11d I 0 ~'1ti. ddYl "r0i4'°l~y~lt ~ A1N'111~ IIOS 3H1 1,?ddW00 ONd HON3d1 31 I o '~h~p . I I ~a 'uDld ay} Uo UMOys SD saJnsDaw sa}DJ 6uipaas puo Jazl~!ya} 'aw!I ~DUl6uo 6u!MOpo} ys!~go}saaJ 'pe6owop ~ d31S ,9 F d31S ~Og wno aq plnoys puo}s 11 alq!ssod 'uosoas 6u!}uDld ay} wt'}!M ~ panoJddo Jay~o Jo sdoJ~ ~uawlpas 'S~oJ~uoO ~a~ui IanDJ6 puD s6u!paasaJ Jo sJ!odaJ /JDSSaoau arlow puD soaJO papaas IID }oedsul ( g .I. I ~oolq y}iM s}alul ~oa~oJd puD 'uMOys 'JaMas wJO~s pD}sul 'S I a I , 2CJilid ONy' NlSVB 2p INJ. NOtl~'o ~yDlnw Joyauo puo 6u!paas Ja}}o Fia}D!paww! yDlnW ( Z ,a t - sNaYds 2md xvri . I go3s ~ ao! of xvn 'via ,Zt 3215 3did . .st Ytttnraa~aw a}~s apDJ6 y6no~ 8wpaas Ja};o ~oodi}InD Jo }uawd~nba 6u!paas 'papaau SD sa0inap ulD}u!DW 'bu!ggnJ6 puo 6uuDap ui6ag 'y y}!M bl}y6!~ paas Janoo puD pagpaas paJDde,d ~SlyaeJ}Duo paag (g sd~ 9 ~,uaol3w . ' I ~ o I . 13un+a~s „Z l a38W3 !sd aos ~ Nals3Ha~ . I '!Sd OOOZ ~"SS321d aN1MY38 3105 • I ~sNal~dr+nsstl N~IS3a ,f ~ I . dwl p y g } q pa,Dda,d s! pagpaas S1SOd •aouoydwo~ }o a}Doi}!}Jai o u~o}qo of Jaau!6u3 daa sa Dui o N33M138 D UawUOJIAU r~ u0i OadSW a iSUO JO D uuo}!un ~~gDU0SDa1 'uuy 'pazuan~nd-IIaM D p}un a6op!} anu!}uo0 ( g I ~ ~ q l a. 4 6 9~I' 9S$ ll ~ 01 3005NJ18l~130lQ4S0lF3cS3dMY1 i. I i 2ueia2?enlo~sxYn s't ,8 "Xlhl' •(,MOlaq aes) pos y}!M xlw puo 130 -JOHN ° I ~ • I ~ _ 3111 I ' I 'U~I}Oi1-J su J la}D. I ,~lulio}!un a}nydsoyd,adns puD 'Jez!II}Ja; 'aw!I !oJn}~nou6o ~(~ddy (~q • o p D Ja su "sJ n• w ~ paas •saolnap I ~aro~ta+tsne.r~ i ANON ~ i asay} IID}sw o~ I~JDSSaDBU sD >tluo JDa~g •uDld panoJddo wJO}!un puo y}oowe ,(IgouosoaJ eao},ns I ~ ~ ....,.e u ~ax?fDVrntsuaMrtns.e ~ '(17Cr1 7A JVW >a717Wb9(I NI b SISOd DOOM _ 6uinoal suonannsao Jauto DuD 'stool 'xooJ esooi uD anowau (•c J IVJJ ~+vawv / OINI ,9 30N34 3H1 JO N01108 S1SOd 30 3N11 3H1 0N07V 111Hd11 H0N381 ,9 ;9 V a uu umu s su sa,nsuau, ,a u ,u suwsu uawi as aqua - I - A8~ 0 " L10N3H1 031VAb7X3 3H1 O1N1 ,9 30N34 3N1 3N1 ON31X3 ONV S1SOd 01 30N31 HOVUV USOd 7331S 3IJN0 }his 'suoisuanip ~D,odwa} `pod uo }on,}suoo lanDJ6 pD}sul Z y}dap sayaui g of oam a,ijua 9L41 dia (Z S15Od 01 30N31 3NM 31ViitrJX3 ONV ONoHo O1NI Bt ~i 3NN1016 OOfPIa .4 a d31s d $ M9-999 Ja U j-uB U J!AU al{ y iM U )UOO algnlDAD )1 'SUOi}ipuoO Pos aS,anpo NMdt10 slats Hi7Ntr38M mod.! MY h5 Yf77Ad a 3db !0 dPt drJ tE$.1M 4Rp19 d0 Npl1rJ~79 i!QL U I} J sU J D qo '}iwaad buwq,n}sip-pUDj c) UiD}go l ,ano chap sayoui C 1iosdo} poa,ds puD soa,D pa4oodwoa 19si4o (•L RONRII aS NOI XIMISN00 NOIJ VZIVdHdd QHGQH~S a ~ szls OLOSL 'ON a0r If yes, does the project require preparation of an environmental document pursuant 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 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 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: 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. Parallel Zone 2 Impact Zone* Impact (square feet Multiplier Required Miti ation 1 0 3 NA 2 1,153 1.5 NA Total 1,153 NA Perpendicular Impact Zone* Impact (square feet Multiplier Required Mitigation 1 1,907 3 NA 2 1,102 1.5 NA Total 3,009 NA Zone 1 extends out 30 feet perpendicular from near bank of channel; "Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0260. Page 7 of 8 XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. The proposed impervious acreage is less than 30% therefore a stormwater control plan is is not included. X11. 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. Sanitary service 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 permit application? Yes ? No XIV. Other Circumstances (Optional): 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). 1? Appfi'cant/Agent'sVSiglWature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of `8 '83'- - 7 O 57'30" '82 \ d? 50 It t n ? 1 \??` it ?.n v '81 JAA ?0 O?'J 11 t J r, - n. p\ err ' -? V\ 'BO O O "79 ,fig ? p II , . r ?T I it ri u u •? o _ _ ----400" n _ /II \ ? _? rr 2053) ??i.t JL= G 4.1 lie RaT U, e Y tai ? o o w a ? o ' Figure 1: USGS Quad ••' Rolesville, Wake County, NC - '' r? p -t t O Scale: P=2000' 55, 3 e_ O,.` Q ti 0 O \ erT n ? 1 II` ri* N ',P , ?1?j; 4 2 r •a^ I 34 20 ? of JORTH CAROLINA — SHEET NUMBER 15 --- CeC2 \ x ApC2 CeC � P62 r-V ��Bx (loiKs �Ieel ) IJLC2 x a�•�_:', <.+c' xt.�e •:S1Ft<r` ___.. .< W Va62 rt`aY's x � LwC2 � s� � i � .� r��"�'i' ,p� � vaC �,' ,. «• LoC LoB DuB �e . �� nC� WkE�a , .r� \uB LwC • - ` � 1 ' L � y f G ', LOB y_; � •„GiG ., �,, Gu `\ ,�fi o _ Ap62 -� ",Du _ VaBZ LoC _. � �� � , +. • � 'n 3 a ?� ,�_' L 3a r rpt LoB CO ..a "r.. :wa>.) `d'1 I ar.-” � - : '/� ._ � �, ..�,r _ -� � r < '?� �' T"'` �:'i�a�2 s• �t �R}I-Crrr�"-'. w _ Figure 2: Wake County Soil Survey: Rolesville, Wake County, NC Va6 Scale: 1"=1320' .\ t° In62 • VVMB Lob i 82>• VB l Lob DUB APyO w -C2 t ' 9a,LwB. c DuQ AP82 o i in Lw6 �u�. f W cC' a �G' tiu a.• "�u V J1 r -- -. ... .. .r �. _.-.>:._-:1]4�_,,- �/ J, • t . Lf .gyp i' _ .}'-- � -�cF �G4 \�. FIGURE 4 i \ f 10' TEMPOk4R?, \ \ CONSTRUCITIONr / 1 \ ?AEMENT \ r 20' PgWANENT SAN'' r) FUTURE DUILDING ?1f SEWER EASEMENT Ir l (BY HERS) j r M.H. No( 3 STA. 7 13.82 _?f??r !rr r) ! r FUTURE OUILDING ! (BY OlTHERS) j J j PROPOSED ZONE 2 IMPACTS 1,153 SQ. FT. 1 t 1 ? X \ o ? IZ o w?(gVD UN 1 ? 1 1 1 0' TEMPOP,AP,Y? ` - _265.00, CPNSTRUCTiON _ S50'3EASEI?NT-_ x'09 E _ _ \ 8{00 \?? _ > {, l TRACT 2 / FUTURE tlUILDING BOOK OF MAPS ?\ \ r (BY/DTHERS) ) v 2002 PAGE 617 r NORTHAMPTON OUTFALL BUFFER IMPACTS SCALE: 1"= 40' ZONE 2 IMPACT 1,153 SQ. FT. Is, \ \INF SCHOOL SITE TRACT 1 BOOK OF MAPS 2002 PAGE 617 FIGURE 3 i I e?GSF ?/ / ?? , i LIMIT OF DISTURBANCE W i , M. H. No. 5 M. H. No. 6 STA. 15+10.88 8" ?MITARY SEWER \ ON PIER,, w ? Z fN ? \ / , \ STA. 11 35.76 BUFFER IMPACTS: ZONE 1 = 1907 SQ. FT. ZONE 2 = 17 02 SQ. FT TOTAL = 3009 SQ. FT. 20' PERMANENT SAN. SEWER EASEMENT 10' TEMPORARY CONSTRUCTION BETTY H. FOWLER & OTHERS EASEMENT DEED BOOK 5704 PACE 754 NORTHAMPTON OUTFALL BUFFER IMPACTS SCALE: I"= 40' Rug 21 03 09:30a Name: Address: p.2 Environmental Consultants, PA Road • Raleigh, Ncrth Carolina 17614 • phone: (919) 846-5900 • Fax: (919) 840-9467 www,SvndEC.corn AGENT AUTHORIZATION FORM Alt Blgnks To Be Filled In B, The Applicant Phone: ProjectNa.nwf reKription: Town of Wake Forest sanitary Sewer Outfall to serve Northampton Subdivision ?. Date: The Department of the Army U.S. Army Corps of Engineers, Wilnungton District P.O, Box 1890 Wilmington, NC 28402 A ttn: Field Office: Dr? 7 (L.. -?L/ Re: Wetlands Related C'c minting and P rmitting To Whom It May Concern: I; the applicant, hereby designate and authorize Soil & Environmental Consultants, PA to act in my behalf as my agent in the processing of pennit applicatiorns, to furnish upon request supplemental information in support of applications, etc, from this day forward, The ., .24 day of This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC btaff. You should call 5&EC to arrange a site meeting prior to visiting the site. Print Applicant's Z4&me ant's Signature --- cc: I4'.r. Tohn Domey cc: Mr. Sean Clark NCDENR - MV Q Soil & Environmental Consultants, PA 2321 Crabtree Boulevard Ralei h, Nt 27604 Charlotte office Ci law-Qf5m FiLcicW12ffills: 216 T c7 i lip Court, Suixc ( 3817••Ii Ltwndole Drive 622 Coon M.otintain Lane Concord. NC 2R()25 (hrnemboro, NC 27455 ;aylom,illo, NC 2.8681 Phone: (704) 720.9405 Phone: (336) 540-8234 Phone (826) 635-592) Fax: 17 041) %20.4406 Fax, (335) 54(-5235 Pax: MR) 615-020 State of North Carolina Department of Environment and Natural Resources Raleigh Regional Office Michael F. Easley, Governor William G. Ross Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director September 7, 2001 Jim Cooper S&EC,Inc. 11010 Raven Ridge Road Raleigh, N. C. 27614 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Neuse River Basin Riparian Buffer Rules NBRRO 01-221 Franklin Academy S & E C Project # 01-6389 Wake County Dear Mr. Cooper: This letter will serve as confirmation of the buffer determinations made by S & E C at the subject property referenced by the Raleigh Regional Office as NBRRO 01-221. The features represented on the Wake County Soils and the USGS Rolesville Quad maps were evaluated on August 24, 2001 to determine their subjectivity to the Neuse Buffer Rule. Three stream features are represented on the maps but only the stream indicated on the USGS map (Feature A) is subject to protection. The two small tributaries (B & C) indicated on the soils map not subject to protection under the Neuse River Basin: Nutrient Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233). The Feature A becomes subject off property to Flag 111, losses subjectivity through the old pond, becomes subject again from Flat; 102 to 100 and from the spillway pool off property. "I his letter only addresses the applicability of the Neuse Buffer Rules. For information relevant to wetland and other impacts, please contact the Central Office at 733-1786. Thank you for your attention to this matter and if this Office can be of any assistance or if you have additional questions, please do not hesitate to contact us. Since ely, Steve Mitchell Environmental Scientist cc: RRO/John Dorney Land Quality I1:\nbrlet.for\neuse.but\buf0l\fi-ankaead.221 DII.irih IVr 97899-1R?R Telephone (919)571-4700 FAX (919)571-4718 Ili'" ?>,• i ' d97 1 _1`T f 'S 1{_._,l / \\ („ ?r ?' Sin /j'•) ?, \ 11 S 71? // l ? ? ?- ? \ ?eC / / /r ?1 i h 1 i ?1? t ?\ 1/ ?? CII r ?-`'! ?- c?iQ y ?y1?\ ? ?, (?- / ' Sri\?. ? •? ) I I ??? ? r r }' 1? ?f, 5 \\ r 11<<- »? , VII \ % >?i/ f ??\ ?_•'' r / ? \- 3.: 1 01, ? ? 1 •F* ? ?/ ?r "'lJ •,l ? t'(', jf \ ?l , / (?, r (y I ?/i ? ?Su { ii tJ%?I) ^-? ??,1_?);( ? •`S .IJ`\ //!'fit _ ? J ?r`???? %`/ ? ?? ?\?l \,.t???;;/??,, I ?i' ?? ,_?`• -^, /r??,n 1`?? J}?fy ?/ (?? i? / , /i'7 jlJl ( r ? C? ( r_??,•,__. \"? r ;? ? _-f ?C'i!. rl ?'?, i?/1'- 1 `• ??• `?=_ ???''r/??.,t?f ? %- ('?h;, ? oil ,l'l 1i%;?U ??'? ( G: ,? ???? - '??t`\ ` --. / ? rf/.- 1 • I o ? / - ? / 1, I ? \^ ?`r ?> 57'30" /- ?rrt '?i'??=='?__ `•?.i=',.. _??? ??` •\? ?b 1,15 1?? p j _= '?? __ •- - ??i f ?'- \'? l?-_=:?•? _ ?-?'--?S ?: rf? -- ??-__, a '?, ? u-' 1 y ?,._. _ ? , , ;' =?? = - ?( -,. ?- ?:? ?, .- . ` ? 11..1 c (-, ? _, . ? ? ;. (?--- _ ,? ? (, ; •f.. ;.1 , r... -/' ?`1 j ? J ? ''?. - ?? ''yam t- .? 7. •` 20531/ ?1 •, h II / ' .__,1•. e` 499,-. l • t ' f l??'h- ???`ir \:? ,.. _.n /??(- '????JU=--.•?'_-?/, „',! r? \?'' ? ?^ ' mark- -; -n [ L?`??(; /l}\ ?l', \ .[' ! i .? 11\1 (rr/ ,i, 1 (J \ ??\ i 1 (? er?T/in } ?' 1. •.\ .?\1 l?'(/?1}I i, C - '76 :tom _ ? t ne' . r-?-41 . ? _ I?? ? , I _ - ` i`o l `?c3/ _. • _ , JL4 i II II 4 .7 / ,? I ,bJ?i A ?1•r ??701 ?1i_ a}r i? ((( ?? I A Ip y °? Pill c CI lj .:! H'?I i _-'-T-V - ly i? 1>{k ! 'k LI ?I-)( I _;' ,',