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HomeMy WebLinkAbout20110397 Ver 1_More Info Received_20110614 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PC Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number: 1c. 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 Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Camden Glen Subdivision / Camden Glen Development LLC 2b. County: Cumberland County 2c. Nearest municipality / town: Hope Mills 2d. Subdivision name: Camden Glen Subdivision 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Harold Kidd, Joseph Gillis 3b. Deed Book and Page No. 07868;00574 3c. Responsible Party (for LLC if applicable): Camden Glen Development LLC 3d. Street address: 6885 Cliffdale Rd 3e. City, state, zip: Fayetteville NC 28314 3f. Telephone no.: 910 864 9727 3g. Fax no.: 3h. Email address: O?OF WATF"? > y o ? Page I of 11 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 9494-02-5563- Latitude: 34.964707 Longitude: - 1 b. Site coordinates (in decimal degrees): 74.032499 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 71 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Stewart's Creek; Stream index 18-31-21 proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Cape Fear: HUC 03030004 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: The site is recently timbered upland bissected by a perennial stream with associated bottomland hardwood forest wetland fringe. There is also a smaller wetland drain located in the south western section of the property, draining to the northwest. Land use in the area is predominantly residential or undeveloped. 3b. List the total estimated acreage of all existing wetlands on the property: 5.21 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,500 ft. of perennial stream 3d. Explain the purpose of the proposed project: The project will provide single family housing for Cumberland County and Fort Bragg. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will involve grading, culvert installation, filling and paving for a two-lane road. Equipment will include trac-hoe, dump trucks, paver, roller and smaller supporting equipment. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes ? No ? Unknown project (including all prior phases) in the past? Comments: Action ID # SAW-2008-01717 4b. If the Corps made the jurisdictional determination, what type ? Preliminary Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Wetland Solutions LLC Name (if known): Adam Carter Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. April 8`h 2008 5. Project History 5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Page 3 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 Fill Head Water ® Yes ® Corps 0.17 Forest ? 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 0.17 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 rr Permanent (P) or intermittent DWQ - non-404, (linea Temporary (T) (INT)? other) (feet) feet) S1 ®P ? T Fill; culvert UT to Stewart's ® PER ® Corps 5 90 Creek ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 90 3i. Comments: Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4E Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction pro pc 5a. 5b. Pond ID I Proposed use or purpose number of pond 5d. Stream Impacts (feet) Flooded I Filled I Excavated I Flooded I Filled I Excavated 5e. Upland (acres) Flooded P1 P2 5E 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. Project is in which protected basin? 6b. 6c. 6d. Buffer impact number - Reason Permanent (P) or for Temporary (T) impact B1 ?P?T 0 then complete the chart below. 5c. Wetland Impacts (acres) ? Neuse ? Tar-Pamlico ? Other: ? Catawba ? Randleman 6e. 6f. 6g. Buffer Stream name mitigation required? ? Yes ? No ? Yes ? No ? Yes ? No 6h. Total buffer impacts Zone 1 impact Zone 2 impact (square feet) (square feet) B2 ?P?T B3 ?P?T 6i. Comments: Page 6 of 11 PCN Form -Version 1.3 December 10, 2008 Version 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. The propsed road crossing will be installed immediately adjacent to an old road crossing. This placement is necessary to avoid separate impacts for the road and utilities. The existing road crossing, which was used for forestry operations, will be removed and the area restored to original grade and reseeded. Because the jurisdictional waters bisect the property, impacts cannot be completely avoided. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All BMPs will be utilized and adhered to throughout the project, to include proper construction sequences. BMPs will include silt fences, erosion control matting, seeding and mulching, and other methods approved by the NC Departemnt of Environment and Natural Resources. 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: EEP 3b. Credits Purchased (attach receipt and letter) Type Riparian Quantity 0.50 3c. Comments: Actual impact.17ac of non-riparian riprian bottomland hardwood forest impact 2/1 ratio EEP request wetland credits 0.50ac. We are proposing putting the drainage area into preservation in order to offset the mitiagation cost to 1/1. 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: 0.50 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 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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: Page 8 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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? 40% 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: The majority of the runoff from the site will be directed into a storm drainage management system and ultimatley into a stormwater pond and treated prior to leaving the site. ? 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? ? 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 4a. Which of the following state-implemented stormwater management programs apply ? HQW ? 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 6. 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 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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. The project will not result in additional developments that could impact downstream water quality beyond those already addressed in this permit application. 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. The project will tie into the City of Fayetteville's existing sanitary sewer network. The city will ensure that the capacity of the existing facility will not be exceeded Page 10 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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? NC DENR, Div. of Parks and Recreation, Natura, 20100101, Natural Heritage Element Occurrences: NC DENR, Div. of Parks and Recreation, Natural Heritage Program, Raleigh, North Carolina. and NC Natural Heritage Program Virtual Workroom, 2-mile radius search: hftp://nhpweb.enr.state.nc.us/public/virtual-workroom.phtml 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? South Atlantic Habitat and Ecosystem IMS available at: http://ocean.floddamarine.org/efh_coralAms/viewer.htm 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? 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: 8c. What source(s) did you use to make the floodplain determination? FEMA Flood data available from NC Department of Transportation at: http://www.ncdot.org/it/gis/DataDistdbution/FEMAFloodData/engArcview.html Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is rovided.) Page 11 of 11 PCN Form - Version 1.3 December 10, 2008 Version -? \11 y W y y ? n V x ti EDGE OF WETLANDS - C13 STA 17+14 LT TOP OF GRATE 144.05 RIW INV 24" IN/OUT 14 ' SS MH - y STA 19+67 0.20 ACRES OF WETLAND RIM 143.28 " IMPACT y y y y y y INV 8 OUT 136.00 3 O y STk18+4&, ®OUBLF: 70' x.48" EDGE OF WETLANDS RCP W/ HEADWALL MIN. 12" BELOW ZURAL STREAM BED MEADOWBRANCN DRIVE 50' RM L Q 0 0 U ?c G o- 145 r- v r-i N m r-I r-I O N N ? 1140 z v) N - - - - __- v - - -- w - -- - oc - -- - - - v? 135 z - -- - w - rn -- -- ---- -- 130 - 0 17+00 18+00 m s? s o m VICINITY MAP o 0 N.T.S. Q ro 145 140 135 -: =I_ -- 130 19+00 19+70 115 BROADFOOT AVE ENGINEERS • D FAYEREAM, NC 28305 PLANNERS O P.O. BOX 53774 SURVEYORS P: 910-484-5191 NOORMAN,KIZER & REITZEL,INC. (JCENg * F-MO6 CCJPB Map Page 1 of 2 Cumberland County Planning Department ette?> Fay ><lle, North Carolina Camden Glen Created by Public on Tuesday, 24 May 2011 i - v ? ?iMG RQ .. ?j,. T- ;:ter ?, r r y4 + t r -, J ? ' $ - ?\ $.: '' _ 1. _.l ^.t. ?f f ~I -r 1, + ^, ?• ? , . r s f ??t r ^t +f ri--; 00 \ d. i . , V J - i= ?? .,.y4eu•?q ? n ) !? fi _L ? , r r •, ?? ? ._„ gee. e_t?:I ?`nijf 0 1,000 z__q survey feet t... A Izo Map Zoom: 2.663 mi Map Scale: 1:24,000 http://expo.co.curnberland.nc.uslexponarelprinting/planningprint.aspx?PrintVoucher=850a... 5/24/2011 SHEET NUMBER 16 CUMBERLAND AND HOKE COUNTIES, NORTH CAROLINA 79°0000" DRAWN BY: RBJ LPG m CHECKED: DBC ~ ~s K `GENERAL CONSTRUCTION NOTES ` 9 ~',p x ~o ~ r REVIEWED: DBC 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOPE MILLS STANDARDS d AND SPECIFICATIONS. d 2. CONTRACTORS SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO ~ DATE: AD 83 BEGINNING CONSTRUCTION. / - l - , . . GRID (N ~ 3. ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN N.C D B. 7889, pG. 0793 ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. 4. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, SHALL HAVE GRIFFIN SEWPER , , . ~ y r r r , , COAT ORPROTECT0401 LINING. 5. ALL CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE. I-295 , ~ ,t, r t _ - 6. 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EXISTING CONCRETE MONUMENT ~ O ~ , , ~ ~ , ~ I . ~ ,v Q I N~ ~ ~ I , II I \ I 1 ~ ~ ~ ( I `I~ ~ ~ " l I ~ ~ I \ i' ~l \ EXISTING SS MH 11 I ~ WETLANDS LINE Z ~ ~ ' r` , ~ l ~ , ' ~ ` ~.d / 1 I ~ i II ~ ~ ~ . ~ I \ ~ l ~ ~ i + ~7 r ~ I f RIM 17423 f ~ ( i ~ ~ ~ ` I `1- _F-~8 ''`.\1 ~ INVGUT170.1 i II ( I EXISTiNGB'G9l~1WAT~RMAIN ( ~T~ INDEX CONTOURS O rn ~ `-,-t , I ~ ( \ I i I WITH a" PLUG M~p1D BLOVO OFF I-295 INTERMEDIATE CONTOURS ~ ~ vv ~ , - i ' ~.wv vv ~ ~ ~ ~ ~ r 86 ~ ~ 8g v \ I ( i TO BE EXTENDED ~ ( ` \ ~ ' , ~ l 1 I v ~ ~ o, " TOP OF CURB ELEV. V , ~ . , , ~y I ~ 5 ' 1 1 ~ + , a SEWER LATERAL STREET STA • ' ~ TLAtVV~S.I'.' _ ~ ` x Z ' ' . .r. I I'. - } S 1`~~ ~ INVERT SEWER LATERAL AT R W 0 ; l- ~ , ~ i• • - , J sr ~+zs- ST f~2a LC , ~ I / PLU~vwiz° ~ ~ l^ ; ` V Z d ~ r~~ . - J I / ~ i ~1'owoFF 1 , I ~ r r ~ c~ SANITARY SEWER MANHOLE / ~ ; ~ ~ / / 0 © / r ~ ~ / , / ~ / / / ~ ' i STA+50 + ; / ~ ~ J " ~ ~ NQ ~.~lS~+ GV i I g' G-900 WAT~R Ml4N ~ ~ ~ NELN o~ SANITARY SEWER LATERAL ~ ~ ; ' ~ ~ / 0 ~ / / ~ , , , / 1 ~ t ~ STA 11+28 ~ f 3 ~ N 0 49 s~Ab SANITARY SEWER MAIN / ~ / ~ / - _ ~ , I ~ ~ STA 11+45 rl+t ~ ~ ~ Z + , / ' r ~ / y FNm, v -a-~*- SANITARY SEWER FORCE MAIN / / ~ / ~ / / , , STA 2+46 ~ ~a~S ; I 4 a Q. ~ FIRE HYDRANT ~ r ~ ~ / , I ` + wrz~nP 2° BAL~L~ Lc ~ ' ~~g^„^ Q Q ~ O - s4 ' ~ ~ I~TpD f , ~ GG d9 G° 1,~puci~xDR ®--E WATER LATERAL ; ` ~ ,yg ; 69,E ~ / r ~ , GATE VALVE / j~ + STA 2+25 r / arA s+75 0 , z (n O W m ` I `1 + f FIRE HYD+ + rna~e°Xa•cROSS ~l s®r` - i W 1- > ~ j~ + ~ + ~I f+LUG AND Y TAP r ( i ( ~ r r I ~ / ' ' l i i 72 ~Nr PLUG ; ~ I ~ ; ~ i' % ; ~ r / ; ~ r , r 72 ! ~ + 81 I ~ .r J 5 J ~ ~ W V / , srA;*n \ pEP>~ r ` ' ~ ~ ~ ' ' ' ' , ~ J I t I l ~ I .1 / C BLOWOFF ASSEMBLY ~ 8~T i , I ~ I l t r ~ / r ~o r / I I , I I I I r ~ ' r r ,r~~ Ex. e" waTER S" C900 WATER MAIN W R MAIN I / / I ~ ' ~ I i I i i l r ~ ~ ` + . r , \ 78 FIREIIYf~ ' Z VI INITY MAP ATE 1 ~ v I I I ' r I ~ C 1 / / \ , i ~ V I , I , / , r N.T.S. STORM SEWER I ~ ' ~ I - - / /r i / 66 ~ ~ J ' - - r r 1 , 76 ~ 77 ~ + STA3+48~'" ~ Q (1} Q. r r CB CB STORM SEWER CATCH BASIN . / i~ , \ r / ~ r r STORM DROP INLET DI O , , ~ I r . , , r ~ 65 ~ ~ ' r r / ~ ; ~ STORM ~1NC110N BOX (JB) : ; ~ - ~ ,J / / r r , / ~ ~ 8 + / , / V STORM FLARED END SECTION (F.E.S. l / ~ r % % I ; i ~ ` ) STA 8+74 / / / , i ~ ~ ' , rl , / / 1/ / STA 13+74 + r r , ~ / \ , l + y ~ U J . p FIRE HYD ~ r r ~ ~ EASEMENT ~ ~ / r ~ l r FIREHYD , , ~ , / ~ % i ~ ~ r , r , ~ r r ' ~ l , r J r ~ r r , i ~ v / ~ , r ~ / ~ I ? , , ~ i ~ r , / r ,r , ~ i I i r ' / r it ~ / ,2 / I 9 ~ ' I ~ , _ l ~ r I ~ / / i ' ~ ' r / . i i ~ ' ~ r r . ~ ~ ~ ~ ST94+00 , ,r ~ r r r 18 , 17 ' , / ~8°x8"xB"xTEE r , ~ c , , , 1 i ~ rr r~ rr i l i i A ~ ~ / , STA 19+69, / r ~ ~ r 16 , / ~ , q , ~ ~ , , 28 r A ib < 8" G900 WP~TEf~ MP~t/N % ; ~ ~l r' ~ / . i r ' ~'fA0M4 / , ~ ' 24 i ~ f r : ~ / ~ 1'',, IF~RF7hiYD r r / ~ r' 25 ' S 45 ' r r ~ + / ' ~ ' `r , ~ ~ , r ( r r i / ~2 >a r i rt , r r 15 (2)4SdB S l i r' ~ i l r~ ~ \ i ~ ~ \ + i i i i + r + t , 13 ~ i ~ i / I r r ' r ~ r , ~ I I I I r, r ~ ~ I ~2 ~ ~ ~ r' 26 I / ' ' ~ % l ' , ~ 1 r ~ / , ~ ~ r rr ~ / ~ ~ F ~ A20+28 J P r ' r i I r ~ ! r / ~ e° Gv . r r / i ~ ~ r r r rl ~ ~ / i i ~ ~ l r r / i (f p 61 OWNER I DEVELOPER: ~ i sv~9~4 J , I ~ r r r r, r l~ r ~ 1 27. ~ i i / r' ; ~ % / i i xi4` i ~ ~ m LEN DEVELOPERS LLC. ~ 6'~` - CAMDEN G i , 6885 CLIFFDALE ROAD - r r ~ r / ~ / / . ~ \ ~ 60 ~ ~ r Y ; FAYETTEVILLE, NC 2831 / - , r / r e r r , i r I ~ ~ i + ~ + i / + i r' / ~ ~ i I I ~ / / i STA23+19 ,T r r, ' H: 10-237-9228 - ' ~ ~ - , P 9 / s• x8°xTEE 1 ~ ~ ST 4+ , , r r r r rr 28 i r / rr ' r r / r i r I , r , r / r r r S , / / / ~ , ~ ' S 4+75 t ~ ~ / ~ ! 99 r 1 , ' / r / r r r r / t 1 l r e r r/ r r r ~ ~o , r r r ~ ~ r , / r ; ; r r ~ ~ - ~ ? r I (2) 45 BENDS 1 ~ , • ~ ~ I I I , r / ~ r , / r. I - ~ r / v' STA22+52 BAN„V:' r \ / ~ / / / ' / ~4 1' I r 1 / , i / i - , / ~ 1 A , l l I r ~ / i , , -STA 22+69 ~ , ~ ~ 98 r 197 ~ , I i ~ v ~ H FIRE HYD ~ ~ 104 , , ~ ~ \ ' 1 / r l / r ~ A, / - ' ' 105 ' r / 1~ I r ~ ( ~ , , , ~ _ I + f ~ r I I l r / ~ 1 . Q r ~ r ,l r r r , / • r / - TA--- 103 ~ r ~ ' r S'GH5+54 ~ l r r r r r I r ~\i ~ 8"~~ ,-'i ' / r \ '1 96 REHYD ~q ` I + r r I I r i ~ ~ fA IYD ~ ~ I ~ `1' f i ,r tl l ~ r - ' i ~ > / r , ~@ ' ~ / r 06 I v r r ~ ~ , ~ - , ~ i , I I ~ I ~L~y' , ~ I r l r rr r r J / ~ / i r ~ I r ~ r ! r S7 r , r \I r I f / i i , / r I I / ~ ~I I I ...J-- r r I 1 ' , _ , . i ' , - ~ r 107 , , / r I J , ~ ~ Sw 4 r ~ , ~ 95 , ~ I 1 i t r / / , ' , r / ' ~ ` I i ' I + , l ~ , 1 ~I I i , I r r r r~ , i ~ ~ ' r 8" 900 I~ _ ~ I I, , I , I , , r ( 56 r / , J , 1 + I w ( ~ , 1 ~ ~ r i l ~ ~ ~ i r i ~ i vv , 1 ~ STAB, , ~ i " , , ~ I ~ I 1 ~ . ~'3 r . r ~ STA 51 ~ , r ~ 1 J r i tl ( ' i l r~ r % ~ ° BENDS : r 94 J ~I rj . , _ r , ~ II I i ~ I I , ~ ~ z C r ! / / r l l I r ( \ r r r uT r , f~ I I r, ~ ~ r I I I r, , , rr^ ` ~ r a r / I i ~ I , v I RO r ~ ~ , I r / ~ i l ~ r( r , r r ( . I / r , r 108 I , r v r~ r ~ . r r , v I 114 , Qr ~ r gg l I I r p i` rr ~~111~1ge ~ f I I h 1° 1 ~ / ~ ~0~A0~ ~ Op/~~ ,1 / ~ ( I Q 7 ~ ~ ~ ~ , , r ' ~ , ( ' I i + I ' ~ ~ ~ ` P ~ ~ • ~ ~~~~'os r , r l ( I I , I ( , , ~ I , ,I ~ 1 d~., ~ I , I . ~1 ~ e w..~~ ~ ~ >r I r / r 5~ , r~~ 1 I I ' 1~ ' I r r ~ a, r w . ~ ~ I d , r , , r 1 ~ 1 I I I . v 115 ~ , 'i , 92, v z: 0 / r r ~ . / i i i ~ ~ I I ~ v 11 , 112 ~ l lr4 I , ~ \ / O r r n r r ` 1 I vv I v ~v ~ v , r I r r + u r I I STA'919 ~ ~ r r r I rr i v v ~ I It 116 vv ~ v ' r 5! 110 I r ` , ~ t r•~ I i t , I I I~ t \ ` ' 1 1 t ~ i STA 936 r ~ ( ~ I. 1 i I ~ I I ` I I . c v 1 / y r I r r (2)45°BEN ~ r I i i ~ I I v \ I I I r r Q ( I I,~ P t I I i. I I ~ ~t v v ( \ I r ~ , " ~ i + I I i* ~ ~ V / ~ Ba ~'V ~ ~ ~~~a 53 v J' ~ A ( ~ I I `I % 1 I I ~ ~ 1171 . , , ` j ; . I I ' ~ / v / rr l ~ I ~ I r ~ \ ~~r~Bl~1E11o~~~ m ° I' I' a I , 1 / , i I. I 1 vv 1 ' I I~. ; 128 I r A. r ~ r ~ % / ~ I ~ ~ I, ~ r I , ~ I I ' I, t'' I ~ I I I ~ 1 I I ~ ~ I r ~ ~ I ~ I' ~ ~ I I ~ ~ i 1 v ~ I ` ~ I ` ~ 'STA 6+30 ~ r ' 1, I ~I I / r ~ ~ 1 1 11 V I V v ~ J' , 1 ' . " , I I ~ _ / , , I ~ . v I ~ I ~ ,~27 ~ I I 1 6• Gv v r i \ j l f' l I I r .r / r r O r v r , r , I I I 1 I ,1 / , . " I 5 I I I r 1~8 I t/ ~ I ~ / I ~ 109 I ~ ~ , o '1,- I ~ . , f ~ I r N ~'r 1 I i { 1 I I ~ 1 I I I1 K V I ~ ~ ~ l r ~ / ' ~ , r M i ~ ! / % ( i i r r I ~ 126 ~ I i 32 ` r i I r + r + r I i ' ~ ~r r \1~~ r + r i I i ~ v~1 ~ / I , , r I r r r , .l r ~ ` ~ I I . . l . ~ ~j "s . rr ~ ~ I ~ ,I, i r( r r r~ l r r r I 125 ~ I ' { J / l , r r 1~ r1 r ~ 1 I v ~ TA9+ 0 r' Z I ~ ' 1 I r r l r l ~ ' r . ~ , v ' ~ ~A i s ~ , 3X _ ~ ~ / , r ,iFIREHY~ ~ 3 + ~ + i i rr ~ ~ ~ ~ / ~ ; , ° : ~ I r n , r r I r , ~ ~ ~ ~ ~ rv I ~ I v STA 11+50 ~ F1RE H ~ ~ ~ r- r I z r i I r , r , ~ l r 12~ I y r v ~ ~ I ~ ~ / / , R~ I I ( r 1 / r r / r r I I ~ I ~ ~ 8' GV ~ I ~ / r r / , ~ ~ ~ ~ ~ / i r / r' i / air ' `w . ~d ~ I ( i/ r r r__ r ~ ~ r ~ ~ 1 I r v h r ~ ) I ( r I r ~ I ~ ~ r Z ~ ~~r I, ' " / 51 I I I I r_,~~~~'I ~ r"~ I r i ~ f(~~ v ~ STA 70+81 ` ~ i r / , r r r r , A ti' ~ Q r / r r r r / / i / / , 1 1 I ( Y 1 \ \ r , } / ' • ' r /1.. _ , I ~ I I I ' r rr ' 1211 1 ' ~ ~ ~ r I r' ~ ~ xSXB°TEE v v I , / " ° r r , 1 ~ I r r ~ / r I ( ~ 1 STA 11+90 v v 33 r , h' I I ! , I 1 I / r r ~ / ~ ~ r , ~ f / ~ ' ~ / / . r , ~ ~ d' r r ,l " I I I ~ ~ 1 V 1 i ~ l r r r I i \ ~ \ 8 8°x 81 TEE ~ r / t' ~ v I r, r r I _t~ I r r r r ( ~ 1 k~ 1 r / r r / r , ,--r" ~ I ' i r / r ~ 1122 r~ / i r + \ ~ \ \ , r r ~ / ~ j r i / / i 1 / ~l'~~ " ' ~ 1 ~ / ~ ~ / f ~ ILJM~~- / , , 01 aT ' r r 50' : r~ l ! I I~ i r ~ l i r r l ~ r 35v ~ r ( i i 3 / ~ ° r r ~ I , 121 r~ 1 r ~ ~ r r r °a !!~A . ~ ~ I r , l r , , r A ~r ~ ~ ~ 1 1 I, i a / ~ ° r ' ~,r ( ~ , r , ~ , , ~ srA~a+es v ~ 1 I r I I , r V7 / / , ° ' + ' i r / .i' ~ ~ , r 1 r r e r FIRE HYD r 136 ~ I I r I i I t / ' r l I 1 ~ t ` I ( r ~I j r~ r k ~ ~ ( ~ l / ~"i,°' 1'' / I A19+72 r r r f I I ~ I I r ~ " r, ~ l / J 8°x TEE r r` ~ I r I ( ' I i r g , / ~~I_ r r 49r / I ITH UGAND "TAP g+ 37 \ l , i ( r I I / I I ~ , ^ ~ ' r r ° W W Li.i w r / v~' " . j r I I r r r , / STA36+73 rl i . i ~ 1 v I r r ~ I I I I ,I I ~ ~ ~ Via. / ~ r I r , ~ r I 1 ~ I r l u l l ~ ~ r , , , , r /r r , ~ r / 39 ~ I r r ' r r I r-I / , / r f, ,A ,~i' =r'' I I r r ' ' ~ r ' ' ~ , v ~ ~ v I I l r ' r l I , X r ~ r I I / ~ ~ ` ~ / I j ~ ~ ~ 1 I t I I ~ ~ r , r " , ~ ,r r , , n r STA r ~ 41 ~ r r r r / ; l,° / r ~ ~ ' r r ' ~ FIRE ' ' r 1 l ~ r r r ! l N , , , $ / t. , ~ ~ V / ~ ( ~ rp r 1 r I r i + ~ 1 + / ~ / W i / ~ " ~ ~1, ~ ~ i / r l ~ i F~ i ' , + f 'T i ` r42 1 1 ~ l ~ c 1 r r r ~ r ~ i , , r t ~ ~ ~ ~ 1 r ~ ( , + + ~ j / / / / C ( r t , , ~ '1' / 1 l ~ / r 2 'BALLV. / . ~ 1 ~ r rGy I I r r l t 1° 1 r r ~ r i r / , r r I , I ~ \ I r / ~ ( i I r / ¦ / / / v Q, ~ i i ,,7 ~,°,~i I I r li r' r r ~ r' / r/ ~ 43 / ~ 1~-, / i ~ 1 i r l l I r } , ~ / r ~ / + ~ Z ~ v ~ I ) 1 r ' cb' "i i l l ~ r 1 % ~ ~ ' ' ; r ' ~ , i~ ~ 44 / % I' i ; 1 ; r r , / / 0) 1 r r I r r , ~ , ~ , I l r + m i r1 J r r , • ' " , 1 r r rr r r ~ r r 45 ~ ~ ~ / , , r r ~ r i / r / f l r r r .4 I r r i ",!WETLANDS" ~ ' r, , ~ , ) 1 r r' i ~ r : ' ~ l ' l r r /r 46 r i r r ~ r r ~ ( r ~ ( + ~ r ' r J ~ `I I i 1' / ll,~ "r' °1, r ~ / i r 1 / r ,r rl i / r r i r' ~ ~ r l r I I / r 1,° 1° , ' / l r , ' 47 / ~ 1 f r r I l r' ~ I ~ + r ~ I I , r r,, • ' , Y ~ ~ / / i rl ,r 4 i r r r' / ' r~ r r i r ~ l i r ~ ' i ~ I I r I ~ , 7 h ' r , , , / ~ , 1 - i , ° ' 1, 'r' ~ ,~i r , , , , r r / r , I r r r r / a I i I r 1 1 h~° l / r r rr ~ ~ r r r( r r r r l r r ~ r ~ / r r / / l ~ Q ~ 1 r / "I, ~'I / , , , / , , r rr r , x r r r r r 1 ' I ~ 'I , r ~ , r r, r r i ~ ~ r' r r/ r~ r r r l r r I ,I, , , r r / r ( r r i r 1 r ' , r r r r I I ~ ~ r r l r r ' / ~ ' / 'GENERAL CONSTRUCTION NOTES' ~ I~ ( r ~ / "//.r' °°1," r I 1 / r r r ~ I l ~ ~ i i i/ r i r l r' i t c .I 1 1 ~ 1 ; 1 r r . . 1 . rr r r ~ ~ ~ vv ~0 ~ r r r , r ~ r 0 I a ~ 1 , M r r l ~ r / r ~ r , l r ~ ~ rG r i r' ~ l i r i r i r "0 1 I I I I, I r I I r I / r I f ~ r r r ~ 1 / r , r r ~ t r l r / i ~ ' ' / 126 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOPE MILLS STANDARDS ' , r l r r r ' r / ~I / ` AND SPECIFICATIONS. r^ / I / ~ 2. CONTRACTORS SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO ~ i I 1 I I I ( 1 r l l r r r I -}}6- ~ - / l r r V I I I ' I hw i I ~ I\ I I i I I ( I r I - ~ _ _ ~ i ~ l , l i ! / / M I I i ( , r' i v 1 1 I i 1 I v( i ~ ( ( ~ 5 , , r 1, , r r , , l ' / rr / / ` BEGINNING CONSTRUCTION. W I I\ . I r i , I I I I 1' ' a , I t \ 1 ` ~ 1 ~ \ ~ 1 1 t I , \ ~ ~ _ _ - , t~~ ~ , ' ~ , r r , r , r , ' , ; 127 3. ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ' / ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. t4 ~ I ~ t I 1 v ° I ~ ~ v r I, 1 v 1 tv ~ I ~ _ _ A \ r CjC` , ; , r r , , v , ~ t ~ v , ~ v _ _ ~ ~ ~ , r , / , , , r r ~ ~ ! ~ r ~i ' ' "l\ \ 1 ~ \ ~ \ 1 ~ \ ..--168`_- - - _ - i / ' r r , l i ' r i _ _ ' i r~ / ~ 4. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SHALL HAVE GRIFFIN "SEWPER" r ~ / ; ~ / COAT OR PROTECTO401 LINING. ; 128 5. ALL CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE w \ , , ' ~ ~ 6. All MANHOLES LOCATED IN STANDARD NON-TRAFFIC AREA SHALL HAVE MANHHOLE RING I I ,1" , \ v \ \ - ' / / AND COVER INSTALLED WITH WIPER GASKETAND CAMLOCK. ~ I ~ ,ti, , ,vv v~v~ v v v v v \ ~ ~ ~ v ~ / , r , , / ~ / v v v v v v v v . v / r , , , v, ~ r r 1 ' / / 0 ' ~ ' ~ \ \ \ \ \ \ \ \ ~ \ r , / \ ~ , r , ` + ~ Z / ~ 1 d '~v, v, 'V v vv v p~ A v v ` ~ Av v ` ' r I ~ r ' , , i ° ° ° ~ ~ ~ r e . + i + Q q~ SCALE AS SHOWN GRAPHIC SCALE IN FEET \ , \ \ \ \ - - ~ \ \ + - a \ \ + + i 124) -100 0 100 200 300 BOOK NO. N/A U `v" A A _ v+ v A------ + 135 124 i SHEET o e v = 136 a \ \ Ooo~ 44-- - \ \ 1 r t e \ \ + 2 OF 2 k 37 L + \ + _ 1, \ \ 1 1 \ 1 I I -