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HomeMy WebLinkAbout20090594 Ver 1_More Info Received_200909140 W /+ o??''F??TF?ROG Cl) Dot -o5 G14- Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit E] Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: NWP14,NWP 29 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ? 401 Water Quality Certification - Regular ® Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ? No For the record only for Corps Permit: ? Yes ? No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ? Yes ® No 1h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Brassfield Station 2b. County: Guilford 2c. Nearest municipality / town: Greensboro 2d. Subdivision name: Brassfield Station, Phase II 2e. NCDOT only, T.I.P. or state p roject no: N/A ? (9 L9 U V" 1W 3. Owner Information F 1 4 2009 3a. Name(s) on Recorded Deed: D. Stone Builders, Inc. 3b. 3c. . Deed Book and Page No. Responsible Party (for LLC if applicable): D.B. 6838, Pg 1372 / D.B. 166, Pg 49 MTUNOSANDStoRWMER 'fim Joe Gonzales 3d. Street address: 2904 Lawndale Dr. 3e. City, state, zip: Greensboro, North Carolina 27408 3f. Telephone no.: (336) 288-9393 3g. Fax no.: (336) 288-6181 3h. Email address: jg@dstonebuilders.com Page 1 of 12 Mello C..-.... ??,.-..:.,.. 4 7 n..,..,...1...? 4n 'fnno ??.,...:.... 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: rl-- . n ..s 'In B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 3-175-792-3,14,21,22,22,24-28,34, & 35 1 b. Site coordinates (in decimal degrees): Latitude: 36.0732N Longitude: -79.5136W (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 32.461 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Unnamed tributary to Horse Pen Creek 2b. Water Quality Classification of nearest receiving water: Perennial 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Site is being developed from New Garden Rd. to west side of strearnJormely wooded, with lodgebuilding with yard near stream; remainder of tract is wooded with a few abandoned homes;stream is old pond bed, old dam remains with road. 3b. List the total estimated acreage of all existing wetlands on the property: 0.18 ( Not in the area affected by Stream Crossing ) 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2828.21 3d. Explain the purpose of the proposed project: To provide access and utilities to a proposed 47 lot single family subdivision and a existing home presently on a private road. 3e. Describe the overall project in detail, including the type of equipment to be used: See Section "B" 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ®Yes ? No ? Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ? Preliminary ? Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Wetlands and Natural Name (if known): Chris Huysman Resources Consultants, Inc. Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ?Yes ®No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ®Yes ? No 6b. If yes, explain. Phase I consisted of commerical and multifamily construction with little impact on the existing stream; Phase II willbe single family requiring stream crossing for roadway, sidewalk and utilities and intermitant stream disturbance. Page 3 of 12 nl-0.1 C........ t ?......: ?... 4 7 n..,....... L.... 4 n nnno /.....:.... B. Project Information and Prior Project History The project will consist of a culvert and earthen embankment stream crossing(I-1) to provide access for future single-family development and also provide utilities and sidewalk access for future development. The crossing will require bulldozers, track hoes, and/ or backhoes to place pipe, construct earthen roadway and place erosion control measures ( rip-rap dissipater pad). An intermittent stream running (I- 2) through the project will also need to be piped to provide an area for future development. The piping of this intermittent stream will require the use of bulldozer, backhoes, and pan to fill and level the area were the stream channel lies, the entire channel will not be piped a portion will remain open to reduce or minimize the impact on the intermittent stream(M-2), this will require the loss of lot one of the development. The last 130' of the intermittent stream channel will need to be relocated to make room for the stream crossing/ road. To minimize the total impact of the project the remaining Intermittent Stream on the site will be left undisturbed (M-1) and a sanitary sewer crossing of the perennial stream will be jack and bored to avoid any stream disturbance (M-3). r7...... A ..F 4 11 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ? Wetlands ® Streams - tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary W1 ? P ? T ? Yes ? Corps ? No ? DWQ W2 ? P ? T ? Yes ? Corps ? No ? DWQ W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404 width (linear Temporary M (INT)? , other) (feet) feet) STREAM S1 ®P ? T CROSSING(CUL UT to Horsepen ® PER ® Corps VERT, RIP-RAP Creek ? INT ? DWQ 10 149 PAD) S2 ®P ? T PIPING INTERMITTENT UT to Horse en p ? PER ® Corps 5 606 STREAM Creek ®INT ?DWQ S3 ? P ®T DIVER. FOR STREAM UT to Horsepen ® PER ® Corps 10 20 CROSSING Creek ? INT ? DWQ INTERMITTENT S4 ®P ? T STREAM Ut to Horsepen ? PER ® Corps CHANNEL RE- Creek ® INT ? DWQ 5 130 LOCATION S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ Page 5 of 12 3h. Total stream and tributary impacts 775 3i. Comments: LESS THAN 150 FEET OF PERENNIAL STREAM WILL BE DISTURBED FOR ROAD CROSSING STREAM 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individual) list all open water impacts below. 4a. Open water impact number - Permanent (P) or Tem porary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 0. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ®No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact required? B1 ?P?T ?Yes ? No B2 ?P?T ?Yes ? No B3 ? P ? T ? Yes ? No 6h. Total buffer impacts 6i. Comments: M-- ..-7 ..s4^ D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. A proposed sewer line crossing will be jack and bored to minimize any stream impact. A section of intermittent stream that was proposed to be piped will be left alone (open channel) to minimize total stream impact. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The sanitary sewer line that crosses the perennial stream will be jack and bored to prevent the need for any stream disturbance. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank ? Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 8 of 12 rVIKt r..'..,, ?.....:,... 4 7 n,,,.,..... ?.,.? 4n nnno ?,.?..:., .. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes ? No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 1'7.... ,, r% ..i 4 n E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ? No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 17.7% 2b. Does this project require a Stormwater Management Plan? ® Yes ? No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: A storm runoff system that channels the runoff into wet-detention ponds with all applicable erosion controls measures ® Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? City of Greensboro ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ® Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No attached? 4. DWQ Stormwater Program Review ? Coastal counties ? HQW 4a. Which of the following state-implemented stormwater management programs apply El ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes ? No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 10 of 12 mt-KI r,...... ? ?......:,... 4 7 n,.......,. ?....? ? n 7nnO ? ?......:.,., F. Supplementary information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ? Yes ? No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ? Yes ? No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No or Riparian Buffer Rules (15A NCAC 2B.0200)? 2b. Is this an after-the-fact permit application? ? Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. 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. Non- Discharge ; Treated by the City of Greensboro Page 11 of 12 nl,61 C-..... ? ?,. r..:.... 4 7 n...,,..,,, 4..... ? n nnn0 ? ?......:,.., . 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. El Raleigh ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? U.S. Fish and Wildlife Service Website 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? T[- ] Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? U.S. Fish and Wildlife Service Website 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ? Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? National Trust for Historic Preservation website & National Register of Historic Places Website 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: Proper buffer zones apply and all intrusion into flood area is designed to be minimal. 8c. What source(s) did you use to make the floodplain determination? FEMA Website JOE GONZALES r 9/09/09 Applicant/Agent's Printed Name App ' ` gent's Signature Date (Agent's sig up is v id my n authorization letter from the applicant t % orovided.) +! V ? Ir r,,-- . 4 n ..i 4 n , ~ ® ~ GHANNE INST ANION ~ ~ r . ~ ® ~ , \ ~ Q , \ ~ 12" ~ ~ (so cml , ~ % b" ~ \ ~ NORTH as~m~ i / AMERICAN D ~ a ~ ~ GREEN " ~ / _ _ ~ c~ o ps ~ ~ . v ~ ~ I D 1 . ~ f® ~ p5 ua ~ ~ ~ . / 1 J' ~ ,rs X11 ~ 1 5 ~ t • • 0 /3 / ~ (10~ 6 F l IJ - ~ t, (5cm-125arJ ` V '~y1 r 11,1 x,11 ~ ~ . \ 4"-b" p56cm1 v, ~ ~ ® j it • ~1 / 1 = I, PREPARE 501E BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTEr . • ® ~ WHEN U51N6 DELL-0-SEED DO NOT SEED PREPARED AREA. DELL-0-SEED NaJST 8E INSTALLED WITH PAPER SIDE DOWN. ® ' ~ ,g 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 QScmJ DEEP X b p5crcd WIDE TREND ~ • WITH APPROXIMATELY 12" (30Gm10F BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE 1 ' BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFILL ~ AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED 501E AND FOLD REMAINING 12" (30cm) PORTION I OF ~ANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED 501E WITH A ROW OF STAPLES/STAKES o SPADED APPROXIMATELY 12" (30GmJ APART ACROSS THE WIDTH OF THE BLANKET. o ~ 1 ~ 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAIN57 THE 501E SURFACE. ALL BLANKETS MUST BE SECURELY PAS'fENED TO 501E SURFACE BY PLACING TMTAPLES15TAKE5 j IN APPROPRIATE LOCATIONS A5 SHOt^W IN THE STAPLE PATTERN GUIDE. WHEN U51N6 OPTIONAL DOT SYSTEM ,STAPLES/STAKES ORED DOTS CORRESPONDING TO THE APPROPRIATE 5TAPLE PATTERN. ® ` ~ SHOULD BE PLACED THROUGH EACH OF THE GOL ~ ~ 4. PLACE CANSEGUTIVE BLANKETS END OVER END (SHINGLE STYLf1 WITH A 4"-b" (IOcm-15cm) OVERLAP. USE A DOUBLE ROW OF ~ ~ STAPLES STAGGERED 4" (IOcm) APART AND 4" fl0cm) ON CENTER TO SECURE BLANKETS. 1 AT TOP OF SIDE SLOPES MU5T BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY ` ~ 5. FULL LENGTH EDGE OF BLAI4CET5 ® , • " (~~M APART IN ~ 6" (15~m) DEEP Kb" (I~rm) WI12F,.1R~NCoH~ (~1C~I~FILt ANI~ ~.~GN~F'Ar~T TMF TRFNC,H AFTER STAP~INf}, g •®e ~ •s A XIMATELY 2"-5" m-125cm) (DEPENDING ON BLANKET AND STAPLED. I ~ ® ° b. ADJA.GENT BLANKETS MUST BE OVERLAPPED PPRO (5c TYPE ®•e \ TO ENSURE PROPER SEAM ALIGNN``NT, PLACE 7HE EDGE OF 7HE OVERLAPPING BLANKET (flLANKET BEING INSTALLED ON TOP) EVEN ` WITH THE COLORED SEAM 571TL'FI ON THE BLANKET BEING OVERLAPPED. I e • \ A TAPLE GHEGK 51.07 15 RECOMMENDED AT 30 TO 40 FOOT (fin-12m) INTERVALS. U5E ® ` T. IN HIGH FLOW CHANNEL APPLICATIONS, 5 4 ~ o ~ A DOUBLE ROW OF 57APLE5 STAGGERED 4" (IOcm) APART AND 4° (IOcm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~ ~ ` ~e ' 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30cm) APART ( IN A b (I5cm) DEEP X b (15cm) WIDE TRENCH. BACKFILL AND GOMPAG7 THE TRENCH AFTER STAPLING. ® ~ e A ® r , NOTE: ~ r B G CRITICAL POINTS ° HORIZONTAL STAPLE SPADING SHOULD 0E ALTERED / r s: e 1 A IF NEGE55ARY TO ALLOW STAPLES 70 SECURE THE A• AND ~ CRITICAL POINTS ALONG THE CHANNEL SURFACE. / s ~T ' 0o J B. PRO.lEGTED WATER LINE ~ / G CHANNEL BOT70M/51DE IN L005E 501E CONDITIONS, THE 115E OF 5TAPLE ~ / ~ a + A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 crtJ MAY / B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. / 0 G / ~ ~ . 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 a ~ \ USA i-800-712-2040 CANADA 1-800-448-2040 ' / / / www.nagreen.com ® ® ~ . G ~ T / i / v, ~ / ~ % 1 ® / / ~ - ~ j ~i j / % t i ® °oe oo® ae ® ~ / ~ / 1 r ~ ~ / ~ J ~ ~ ~ ~ C'; ~ ~ / t~ , ~ 1 / '"2"-5° (5cm-125cm) '"2"-5" (5cm-125cm) O,6m f 1 I ~ ~ ~ 1 f i t~ ~ i ( ) Seam Stitch'" ~ I M / ~ ~ I 4' (1.2rrJ Q ~ / 0 % ® ® i ej f ; e ~ 0 ~ t ~ _ ~ / 1 ' / 3.3 (LOm) / ~ S I / 0 0 0 - NORTH _ j % ~ ® e ~ r I = AMERICAN 1 ~ ~ ~ ~,M1,; ~ ~ / ~ GREEN ~ / 0 0 0_ 1 ! L° I~ % / i 14644 HIGHWAY 41 NORTH t i ~ D r*.l`~ ~ ~ EVANSVILLE, IN 41725 ~ ~ ~,Y ~ ~ USA I -BOO-772-2o40 ~ 1 ~ ~ e CANADA 1-800-448-2040 ' r 3.4 STAPLES PER 5Q. YD. wwwn een.com ' ~ ~ ~ - e (4.15TAPLES PER 5Q. M) ~ '1'' For blankets with theTMoptlonal North American ~ Green DOT System place staples/stakes j ~ e j ~ ~ f i ~ through each of the WHITE colored dots., . ~ ~ ~ Np,SANOSTpR~~dA~lY R9R M TT T R "`Locat(on of Seam Stitch will vary depending on North American. Green product type. .M I TT~NT STI~~AM R~LOGAT I ON °cARo.,,,,, r°®~°~~ ° `/y9~ 4 ~ Y H AM RICAN GREEN NORT E ` SEAL ° I r-o.. F R AVAILABLE TFIROUGH: DESIGN DATA 0 ~0~27 SLOPES AND CHANNELS i i~ ~ ~ GFP X1411 BOTTOM TO REMAIN NORTH AMERICAN GREEN 5G 150 BN 10039 INDUSTRIAL DRIVE 4 UNCOVERED OR APPROVED EQUAL RIP-RAP OUTLET APRON PINEVILLE, NG 28134 MUST BE FLUSN TO PIPE FE5) OUTLET ~®'~'°~~S z• o~'P°°°°°° ~~Pjneueee°°t° blanket T e Marmin 's "n" For Flow -Depth, Max. Pormisslbio 5heor (IbsJsF) , (104) 553-0500 Q ~ 9 wn ~ AND MUST BLEND INTO STREAM CHANNEL r z Unvegetated o - s n s - 2 rt > 2 ?t snort yuratla, Lag Durst (800) 533-0046 ~ 4 s7~TSeN oASS oA2e 0.021 ls5 155 FAX Ci04) 552-2009 ~ o ~ \ e -1 CONTACT: CHRIS BETTS STAPLES 10 ~ \ Q sl5ois15oeN oan OAZe o.021 Ib5 ib5 SPADING `I I I ` sc150/5G1508N 0.050 0.025 ovla Iao 1.e0 L- ~ ` ~ ~ J I JOHN ARM5Ti20NG 3 ~ ~ ~ ~ , ~ \ ' 3 STAPLES I I/2' TO b CI25/GI25BN OA22 OAi4 ` OAI4 235 215 0 '!l~ \ ~ APART AS NEEDED - 3.20 235 Gf=1' X1418 / f~ ~ rs5o oao o,02s o.020 TO STABILIZE ~ P3oD oA34 oA2a o.020 3.00 2,00 1200 CORPORATION PARKWAY I T I T STR~A~ 17ETA~ I L5 SUITE 121 UPSTREAM LINER TO vegetated RALEIGH, NG 21610 3'-0" OVERLAP OVER c95o Phase 2 ooa~ 0.044 0.044 e.o0 4so (919) 250-1980 DOWNSTREAM LINER. p TYPIGAI- STAPLE ~li RIP-RAP OUTLET APRON I Paco Fna~e 2 ooMt oA44 0.044 sSO 4,00 FAX (q19) 250-1518 STAPLE IF NECESSARY - #8 GAUGE WIRE (18' LONG X q' WIDE X 18" THICK) I ~ T~TI OI~t Q CONTACT: ANDY GERBERIGH TO STABILIZE. o Gsso a,a~e a oA4a oaw o~049 b.oo e~DO NORTH AMERICAN GREEN ER05lON SOLUTIONS SPEGIALI5T5: I I/2° ~ Peoo Phone 3 oo4y oA49 0.49 eAO 8:0o LEVEL. I SPECIALISTS: MICHAEL MOON FE5/PIPE OUTLET ®ETAIL o00 LEVEL II SPECIALISTS: JOHN PARRISH 5 TIN ET I ~ >fgrt puratbn 2 M Peak Flow Lorg Duratbn > 2 hr Peck Flow NT5 ° .r80R0, NORM GAPCOLINA _ NT5 ~aee 1 ~ b months Veg. Arowfh DATE: 8/6%04 SCALE: I" = 20' ~ SHEET: 3 0~ 4 Z HUGH UKLLU SOCIATL59 INC., P.A. N- CONSULTING ENGINEERS & LAND SURVEYORS OWNER/DEVELOPER; F NE?^r,O LAND, INC,. ~V ~ Q ~~1.1I7 P.O. BOX abab P.O. BOX 9623 PHONE: 336 275-9826 OREEN5BORO, NG 214211 70 GONTAGT: JOE GONZALE5 1306 W. WENDOVER AVE. OR 336 275 -8084 Z p. m PHONE: (336) 288-a3a3 GREENSBORO, N.O. 27408 FAX: 336 275-3379 REV. q/q/Oq FrRm Uicc;NSE # -055 e-mail: hca®triadbiz.rr.com d' Q .Q V WETLANDS NOl'E WETLANDS NOTE SYMBOL LEGEND THERE ARE NO JURISDICTIONAL WETLANDS KNOWN ON THIS ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED PROPERTY EXCEPT FOR THE AREAS DELINEATED BY ,~T _ 92 NOT FOF EXISTING IRON PIPE i EIP ~ NOT FOR RECORDATION, NEW IRON PIPE 0 NIP FROM THE STATE l CORPS FOR ANY WETLANDS DISTURBANCE SALES, 0 WETLAND AND NATURAL RESOURCE CONSULTANTS, INC. THAI SALES, OR CONVEYANCES. MATHEMATICAL POINT 0 PNT AND ANY STREAM CROSSINGS /DISTURBANCE. ARE DELINEATED AND SHOWN HEREON. ® } ~ 1 TREE ~ ~ Rr~~~ 99 ~ ® ~ ~ NGGS MONUMENt Q ® ~ ~ ~ r ~ r ' EXISTING YARD INLET ? YI ~ y i i ~ DRAINAGE MANHOLE ©MH I ~ 0~®® ----~4 ~ 1 ~ , ~ EX. GATGH BASIN o GB d ~ ~ ~ ~ ~ i PROP. GATGH BA51N ¦ % ® ~ ~ ~s ~ \ . I i • PROP. YARD INLET ' ~ I ~ TYP. GRA55 SWALE ~ ~ x . ~ ~ EXISTING MANHOLE Q MH Q~~O ~ ~ ~ I ~ l ~ ~ ~ e~°, EXISTINGGLEANOUT a GO / \ ~ ~ ~ I ~ • • ~ ~ PROPOSED MANHOLE ® eRY ~ II~ I ~ >rU i EX. FIRE HYDRANT j,~ FH • EX, WATER METER ? WM ~ ® I ~ ~ i ~ ' WATER VALVE ®WV VICINITY MAP PROP. FIRE HYDRANT ~ FH I " = 2000' o® POWER POLE • PP / - ~ ~ I ® ~ PHONE PEDESTAL ~ PED. ~ I ® I ~ ~ ~ I I / / i ~ \ ~ ~ I ® I 1 ~,,,,r / ~ \ ~ ~ I ® I 1 J ~ I 1 e • 1..~,..~. / ~ ~ 1 \ ~ 11 GD••PDM - C.OIVDIT1~15 OF USES ~ 0 ~ ~ O -1 f / / I 1 ~ ` I) SINGLE FAMILY RESIDENTIAL - 19.64 ACRES. Al MAXIMUM OF 48 SINGLE FAMILY LOTS. ® o ~ \ ~ ~ \ ® B) MAXIMUM HEIGH7 OF THREE STORIES. G) DIMENSIONAL REQUIREMENTS BASED ON R5-9. _ ,may _ ® ~ °o ® 2) MULTIFAMILY RESIDENTIAL - 10.26 ACRES. A) MAXIMUM OF q0 UNITS. ~ ~ ~ o ~ I 1 B) UNITS DESIGNED FOR SALE. G) MAXIf~1M HEIGHT OF THREE STORIES OF HABITABLE SPAGE WITH \ e ~ 1 P0551BILITY OF PARKING UNDERNEATH BUILDING. i 1 l ~ D1 DIMENSIONAL REQUIREMENTS BASED UPON RM-8. I 1 1 E) ONE CURB GUT ON NEW GARDEN ROAD TO ACCESS RESIDENTIAL DEVELOPMENT. ~ t ~ ~ F) MAIN ROAD FROM NEW GARDEN ROAD AND GUL-DE-SAG ROADS ® ` 1 ~ IN SINGLE FAMILY AREA WILL BE PUBLIC STREETS, BUILT TO GREENSBORO DEPARTMENT OF TRANSPORTATION (COOT) ® ° 1 ~ STANDARDS. \ or • ! 1 • 3) GOMMERGIAL/GENERAL BUSINESS - 4,116 ACRES. ~ \ J 1 ® ~ 0 \ 1 l I ® ® / A) ALL U5E5 PERMITTED IN GB, WITH THE EXCEPTION OF THE ~ ~ ® FOLLOWING: AGRICULTURAL U5E5; RECREATIONAL USES; THE ` tttt I ) / ® FOLLOWING BUSINESS AND PROFESSIONAL SERVICES: AUTO RENTAL \ V II ~ / / ~e ~o ® ® \ ~ OR LEASING; 00A7 REPAIRS; @JUILDIN6 MAINTENANCE AND SERVICES; ~ ~ EQUIPMENT RENTAL AND LEASING; FURNITURE REPAIR SHOPS; 0 \ \ ~ LAUNDROMATS, COIN-OPERATED AND/OR PLANTS; MOTION PICTURE ~ ~ 1 I ® ~ ~ r ~ I / / \ ~ ~ PRODUCTION; PEST OR TERMITE CONTROL SERVICES; PROFESSIONAL. ' \ ° \ ® , MEMBERSHIP ORGANIZATIONS; TAXIDERMI5T5; TELEVISION, RADIO ® 1 1j / ® ~ 6 11 j ,i ~ ~ is I \ ? - ~ OR ELECTRONIC REPAIRS; TOURI57 HOMES; TRUCK AND UTILITY ~ p x-11 r~ l - TRAILER RENTALS; VOCATIONAL, BUSINESS OR SECRETARIAL s SCHOOLS; OUTDOOR ADVERTISING SERVICES; TRANSPORTATION, ® ~ b i! ~ . ! ® a 1 ~ \ . ~ o WAREHOUSING AND UTILITY USES; MANUFACTURING AND INDUSTRIAL . 4 ~ ~o I R!p NG ~ ~ R ~ ~ i I ' ~ ~ ~ USES; AND 07HER U5E5: AR75 AND GRAFTS SHOWS, CARNIVALS AND FAIRS. o \ AA p p ~r~F ~'~C ' \ ~ ~ ~ _ ~ ® ~ B) MAXIMUM SQUARE FOOTAGE OF DEVELOPMENT SHALL BE LIMITED r ~ J ~ ~ ® _ ~ / TO 50,000 SQUARE FEET OF 6FA. ® ~ 1 t ~ \ / ® I G) NO PYLON SIGN WILL BE PERMITTED WITHIN PROPOSED ® y 7 ~ ~ / : ~ ~ DEVELOPMENT, ALL 51GNAGE ALONG NEW GARDEN ROAD FRONTAGE 4 1 ( \ 1 ~ / WILL BE MONUMENT 51GNAGE, LIMITED TO 51X FEET IN HEIGHT, WITH ~ 9 i ~ C 1 ' ~ : ~ / ~ ® ~ SIGN AREA IN COMPLIANCE WITH 7HE CITY OF GREENSBORO ~ / ~ / DEVELOPMENT ORDINANCE. 0 4 ~ ~ ~ ~ Sp ' ~ / D) SITE LIGHTING WILL BE DESIGNED IN A MANNER TO ELIMINATE Q N ~ ~ N ® ~ ' ~ `'"'v ® ® ~ DIRECT ILLUMINATION ONTO ADJACENT PROPERTIES AND 'THAT SITE ® _ N~ ` ~ LIGHTING STANDARDS AND FIXTURES NOT EXCEED 20 FEET IN HEIGHT. ~ ~ % E) BUILDINGS WILL NOT EXCEED THREE STORIES IN HEIGHT. Q - ~ i _ Q d' F) ALL TRASH HANDLING AREAS WILL BE SCREENED FROM PUBLIC VIEW. Np ~ ~ G) THE PROPERTY WILL BE DESIGNED AND DEVELOPED IN A UNIFIED ~ MANNER AND Wll..l. INGQRPORATF SIMILAR ANn GOMPLEMFNTARY ~i ` ~ 0 ARCHITECTURAL FEATURES. H) MAXIMUM OF TWO CURB GUTS AS APPROVED BY GDOT. r";,r ' ® ® e ® c - ~ s ~ ~ ~ I. TOTAL AREA = 32,461 AGf 0 \ o ~ > ~ ~ r . NEWLY DEDICATED NEW GARDEN RD. R/W = O,Og6 AGt TOTAL REMAINING = 32.365 AGt ~ PHASE I: TOTAL = 12.105 AGt s r ~ ~ GOMMERGIAL DEVELOPMENT = 2.552 AGt AREA fN PROPOSED R/W = 0.426 AGt ~ \ ~ ~ ~ ~ OWI~R/DEVELOPER: AREA FOR DEVELOPMENT = 2.126 AGt (LOT I) ~ _ _ ~ MEREDITH GROUP, INC. MULTI-FAMILY DEVELOPMENT = 10.153 AGt P.O. BOX 9411 AREA IN PROPOSED R/W = 0,821 AGt GREENSBORO, NG 21429 AREA IN DRAINAGEWAY d OPEN SPAGE = 2.111 AGt O ~ ® i CONTACT: RANDY DIXON AREA FOR DEVELOPMENT = 6.5bi AG± (2 LOTS) / 9 r PHONE: (336) 212-4411 959 L.F. STREET PROPOSED ~ O fl PHASE II: SINGLE FAMILY DEVELOPMENT = Igb60 AGt ~ AREA IN PROPOSED R/W = 3.304 AGf AREA IN DRAINAGEWAY d OPEN SPAGE = 3,485 AGt O ~ ~ ~ O / o ® ~ AREA IN COMMON ELEMENTS = 0.122 AGt ~ ~ AREA FOR DEVELOPMENT = 12.14q AG± 0 N O 48 LOTS PROPOSED. I 0~,~ ~ ~ 2313 L.F. STREETS PROPOSED, ~~C 2. TAX MAP: AGL 3-i15-192-3, 14, 21, 22, 24 - 28, 34, d 35 ~O 3. REFERENCES: DB. 5522, PG. 422; DB. 3843, PG,813; ~ / ~ DB. 23g8, PG. 305; DB. 2gg1, PG. 521; DB. 311q, PG. 8q2; ® / / q ~..:a ~ DB. 4363, PG. 1584; DB. 2889, PG. 356; DB. 2334, PG. 56; ~ Y DB. 4632, PG.118; d DB. 4632, PG. 122 4 4 + 4. ZONING: GD-PDM EXISTING U5E5: PRIVATE CLUB; SINGLE FAMILY RESIDENTIAL; ~ ® 9, . ~ ~O* ¦ AND WOODED LAND. ~ ~ v ALL EXISTING BUILDINGS, AND ROADS ARE TO BE REMOVED / / / EXCEPT A5 NOTED, ` 5. ALL PROPOSED PARKING AND LANDSCAPING WILL BE SHOWN ON INDIVIDUAL 517E PLANS FOR GOMMERGIAL AND ~ ~ ® ~ MULTIFAMILY DEVELOPMENTS A5 REQUIRED. IJ FOR RESIDENTIAL OR NONRESIDENTIAL. USES PERMITTED, / ~ ® ~ 7FIE FINISHED FLOOR ELEVATION OF ANY STW)GTURE MUST / ~ ~ ~ ~ ~ BE LOCATED ONE (I) FOOT OR MORE ABOVE BASE FLOOD ~ / ~ / ~ ~ Q ELEVATION. HEATING AND ELECTRICAL EQUIPMEN71N5TALLED \ / ~ ` ~ ~ 6. TREE CONSERVATION WILL CONSIST OF TREES 4" OR \ LARGER IN THE PROPOSED TCA'S. USINr DESIrNATFD ~ ~ ~ AREAS IN DEDICATED DRAINAGEWAY 8 OPEN SPAGE Z ~ ® ~ TO MEET TREE CONSERVATION REQUIREMENTS FOR ALL Q BELOW THAT ELEVATION SMALL BE PLOODPR001=ED. ~ ~a J ` ~a LOTS WHER REQUIRED, SEE NOTES AND TABLE OF 2.) FOR NONRESIDENTIAL STRUCTURES PERMITTED, ALL o } PORTIONS OF THE STRUCTURE MUST BE FLOODPROOFED TO ~ ~ ~ AREAS. a ~ AN ElF/ATION AT LEAST ONE (U FOOT ABOVE BASE FLOOD Z ELEVATION, HEATING AND ELEGTRIGAL EQUIPMENT INSTALLED /f ~ - BELOW THAT ELEVATION, SHALL BE FLOODPROOFED. ALL ' ~ ` a . ` ~ ~ FLOODPROOFIN6 SHALL BE CERTIFIED BY A PROFESSIONAL ~ ®e' J~V REV. a/a/oa ENGINEER REGISTERED IN NORTH CAROLINA. O 1/ \ ~ ry 3) NO ENGROAGHMENT/DEVELOPMENT INTO FEMA REGULATED FLOODWAY ALLOWED. ~ I T101~ o a ® / ~ o ~ ~ .AD TOV~MIP 6UIL~ORD COUNTY ~ ® ` / 1. THE APPROXIMATE 100 YEAR FLOOD LINE AND Z0~ ~ B'A?~ FLOODWAY SHOWN ON THIS PLAT ARE TAKEN ~REEN580RU, NORTH GAAUOLINA o ~ o / ~ ` FROM FLOOD INSURANCE RATE MAP NUMBER ' / ,~y'~~,' ~ 3110184600J, DATED AUGUST 18, 2005. DATE: 2YI3/Oq SCALE: I" = 30' ~ SHEET: 4 OF 4 z / ~ 8. PROPERTY IS IN GREENSBORO WATERSHED, W5-III, a ~ ~~s~l GENERAL WATERSHED AREA. LII 1~_`L,I ~I?CCP1 dCC~1~`ISTCC IAIr D A b ~yr~ 1 IVVI 1 VI®tsleld l1dyVV1/ll L.J' 11®Ve' r ells e / 1012' CONSULTING ENGINEERS & LAND SURVEYORS w aP / HA= ! W.H11M N=- ~u Q P.O. BOX 9623 PHONE: 336 275-9826 P° ALL EXI5TINO UNUSED HATER/SEHER 1306 W. WENDOVER AVE. OR 336 275-8084 >0 ooc LINES To BE ABANDONED To THE MAIN. GREENSBORO, N.C. 27408 FAX: 336 275-3379 / l F I Mn L I CE NSE -tC- oss i e-mail: hca0triadbiz.rr.com