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HomeMy WebLinkAbout20110397 Ver 1_More Info Received_20110715P.O. Box 244 Bunnlevel, INC 28323 (910) 890-2779 MEMORANDUM To: Ian McMillan DWQ From: Adam Carter Date: 6/13/2011 Re: Additional information that was requested by DWQ Camden Glenn Subdivision PCN for NW 29 for road crossing Ian, Enclosed are copies of maps, designs and a revised copy of the PCN with the additional information that was requested by DWQ The following is pertinent site information: Action ID SAW-2008-01717 DWQ Project # 11-0397 Owner/Applicant: Mr. Harold Kidd Address: Camden Glenn Subdivision 6885 Clifdale Road Fayetteville, NC 28314 Project Name: Camden Glenn Subdivision Parcel ID Numbers: N/A Property Location: Off of Camden Road, between Stewarts Creek and Pine Cone Lane, west of Hope Mills, Cumberland County, North Carolina. Nearest Named Water body: Stewarts Creek Lat/Long of Site: 34.96569°N -79.03342°W Maps: See attachment Tract Size: 167.42 Approximate Wetland Size: - 15ac Please contact me if there is any additional information you need regarding site conditions. Thank you. Sincerely, Adam Carter Wetland Solutions r= 01 U ?U9 L/ L LJL 1 5 2011 DENR - WAT k W- ? ewd? LWI Ar. Wj NCD ENR North Carolina Department of Environment and Natural Resources Division of VVater Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary May 20, 2011 CERTIFIED MAIL: 7010 1870 0003 4774 6016 RETURN RECEIPT REQUESTED DWQ Project # 11-0397 Cumberland County Mr. Harold Kidd and Mr. Joseph Gillis Camden Glen Development, LLC D tSUj 6885 Cliffdale Road L5 Fayetteville, NC 28314 j(JL 2011 Subject Property: Camden Glen Subdivision Stewarts Creek [(18-31-2), C] y?DENP, - WAl ER REQUEST FOR MORE INFORMATION Dear Mr. Kidd and Mr. Gillis: On April 26, 2011, the Division of Water Quality (DWQ) received your application, to fill or otherwise impact 0.20 acres of 404 wetlands and 70 linear feet of perennial stream associated with the proposed construction of the residential subdivision at the site. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the additional information requested below, we will place this project on hold as incomplete until we receive this additional information. If we do not receive the requested information, your project will be formally returned as incomplete. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Please locate the project boundaries on the most recent bound and published Cumberland County Soil Survey and the USGS 1:24,000 topographic map for the project. 2. Please re-submit your site plans on full plan sheets at a scale of no smaller than F'=50' with topographic contours shown. 3. Please indicate all stream impacts including fill slopes, dissipaters; and bank stabilization on the site plan. 4. Please indicate proposed lot layout as an overlay on the site plan. 225 Green St.. Ste 714 Fayetteville. North Carolina 28301 Phone: 910433-3300 ? FAX : 910-486-0707h Customer Service: 1-877-623-6748 Internet: wvM.ncwaterguality.aro An Equal Opportunity! Affirmative ACtipn Employer One NonlhCarolina J1 atia-ullf Camden Glen Development Page 2 of 2 May 20, 2011 5. Please locate any planned sewer lines on the plan. Please submit this information within 30 calendar days of the date of this letter. If we do not receive this requested information within 30 calendar davs of the date of this letter, Your project will be withdrawn and you will need to reapply with a new application and a new fee. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Mr. Chad Turlington at (910) 433-3320 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, fL?4DZ %4WA7 Belinda S. Henson Regional Supervisor Surface Water Protection Section BSH: CT/ct cc: Ian McMillan - DWQ Crystal Amschler - USACE Wilmington Regulatory Field Office Adam Carter - Wetland Solutions, LLC. FRO File Copy CCJPB Map Cumberland County Planning Department Fayetteville, North Carolina Page 1 of 2 Camden Glen Created by Public on Tuesday, 24 May 2011 KiNG!FR Z '? - ! N•f - it ., I- - i..' .r.J ??.. r ' J F Y #. .mil' ? \?Y'-\ ?..•. _ ? - /r $c? y L_I Cnty h _, <r A 7 Az ' 3C ? -!-? -. t "'?_ r•?•..s, n? ti-?. Y ''i;cr`"...???11i', tr t r 1 ; :. ? ?? ? .f; 0 1,000 2,000 ! r $ survey feet Map Zoom: 2.663 ml Map Scale: 1:24,000 http://expo.co.curnberland.nc.uslexponarelprintinglplanningprint.aspx?PrintVoucher=850a... 5/24/2011 SHEET NUMBER 16 CUMBERLAND AND HOKE COUNTIES, NORTH CAROLINA 79°00'00" 5°( ` r Aff ROADWAY SECTION: €` - 27' B-B ASPHALT WITH i f RNV SS MH 2' CONC. CURB AND 50' RW `gy r STA 19+67 4' SIDEWALK BOTH SIDES / , ` p RIM 143 28 AND 7.5' SHOULDER - . 10'3:1 SIDE SLOPES TO TIE 'W INV 8° OUT 136.00 TO NATURAL GRADE N EXISTING STREAM CROSSING 0. 105AC 38 STA 18+46 OF N AREA OF NEW WETLANDS DOUBLE 70' - 48" it it I `. i c IMPACTS 0.173 AC RCP W/ HEADWALL I EA OF EX CROSSING TO BE INV. MIN. 12" BELOW I I I TORED TO WETLANDS 0.053 NATURAL STREAM BED AG FOR AQUATIC PASSAGE I I I 121 w r 90' OF TREAM IMPACT AVG. CHANNEL WITH 22' I INCLUDI GRIP RAP APRON I I I I i- ` ` i MEADOWBRANCH DRIVE 50' R/W 1145 1140 1135 13 17+00 VICINITY MAP o N.T.S. x d J? r K 18+00 145 1 140 1 135 1 130 19+00 19+70 115 BROADFOOT AVE ENGINEERS e D FAYETTEVILLE, NC 28305 PLANNERS O P.O. BOX 53774 SURVEYORS P: 910-484-5191 MOORMAN,KIZER & REITZEL,INC. LICENSE f F-0106 CAMDEN GLEN DEVELOPERS LLC CAMDEN GLEN ENCROACHMENT MAP OF WETLANDS IMPACT AREA STREET CROSSING DRAWN BY RBJ CHECKED BY DBC APPROVED BY DBC TE JAN. 2011 ALE 1 "= 40' EET 1 of 1 o?oF w a rF?9Q? 1 IV_wL7? o liiii? _1C 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: 1 c. Has the NWP or GP number been verified by the Corps? ? Yes ® No 1d. 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 1 e. 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 1 h 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: Page 1 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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: Samuel A. Carter 5b. Business name (if applicable): Wetland Solutions, LLC 5c. Street address: PO Box 244 5d. City, state, zip: Bunnlevel, NC 28323 5e. Telephone no.: (910)890-2779 5f. Fax no.: 5g. Email address: wetiandsolutionsnc@yahoo.com Page 2 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 8e, 2008 5. Project History 5a. Have permits or certifications been requested or obtained for El Yes ® No El 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 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Page 4of11 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 Bottomland ® Yes ® Corps 0.17 Hardwood 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 - or (PER) (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear 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 Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 0 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated 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. ? 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: 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 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 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. 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)? 1c. 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 213 .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.phtmi 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-coralfims/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/DataDistribution/FEMAFloodData/engArcview.html 4w z 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 LEGEND r ~ 1 I ; , ~ - ~ I i , , I i , I ll / Ir ` ` ~ y i i /1 DRAWN BY: RBJ I . 1 ~ / ' o ~ I ~ CHECKED: DBC ~ ~s ~ ~ ~ ~ ~ ~ a x EXISTING NEW ~ ~ ~ I , j Ir 1 1 / / ~ ~ ~ ~ ~ BOUNDARY r 1, I I I I . I ~ t ~ 1 ; ,I I ~ 'I ; I r ~ ~ ~ / / - _ ~ ~ \ ~C^ rf REVIEWED: DBC _ 1 i ~ i d d ADJOINING PARCELS NOT SURVEYED ; ' ' ~ I I ~ ' I ~ ~ ( ) ~ . . r , t l , l , ~ ~ l _ i 1 ~ -11 / f ~ . ~ r \ ` I r / , 11 1 Ir ~,*~y O i-~..L DATE: EXISTING IRON STAKE '-'M 1 ~ ~ ' ' r~ 01 , A t t l ~ I t i ~ T EXISTING CONCRETE MONU 00 r ~ ~ '1 ~ / ' I ' I E.C.M. MENT o r , ~ . , I , T / 1 ~ ` ~ , I \ I P(ISTINGSSMH ~ / i 1 WETLANDS LINE Q ~ ; ' , I i ' ; I / ~ ~ , ~ r ~7 0 ` ~ / RIM 17423 / fl I ~ ~ ` ----1 ~-E3-------- ° ~-~o INDEX CONTOURS ' I r i i I-295 ~ ~ ~ , ° _ - I . ' I , ~ \ , / ~ r % INV OUT 176.1 r I POSTING 8" C-9OE1 WAT~R MAIN I \ ~ 86 r _ //~---88 r . ~ o ~I f ; wlrH 6' Pule AAd~o s~auVloFF INTERMEDIATE CONTOURS ~ ~ . ~ ~,..I . ~ ' ` ~ ~.t ' / ' 89 ~ ~ I i TOBEP(TENDED I I r TOP OF CURB ELEV. I I ..I ~I_ V,..I . ~ . 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D'' , r ~ - r / r I j ,i 5$M~J I \ ~ r ` -~-OWOFF STORM DROP INLET DI i s ' r r 2S~'8°SDR-26@O.fjfl r r` T ~ ~~A:~4 9. r S~tAH., r r i RIM~1Z1.5~~ r~ \ r STA3}z~ W ~ 65 ' ~ ~ 1 ~ ss MM STORM JUNCTION BOX ~ + : / ~ % / t~H / r isr ./ts+ r ' i r r .NJG8°IN:163~~ ~r $ r ~$M:17g83 / ~ r Ir` / / INVS°OUT:162.93 i• \ ~`'r_ IWVB°8~T:16718 _ _ ~ \ V QC (n r / ' i ~ / ~ r RIM~•.1§~16 / i RIB 968.82 U STORM FLARED END SECTION (F.E.S.) / / / lniv IN: .17; II 6°IN:158.os/ r 1178°SDR-~~0.6~5' r r i ~ ~ _ r ~ _ ,,ET--,~, G V- / ~ , r' , ' ' i ~ ~ ry ,1~8°OUT:1,58.~ , STA 13+74 EASEMENT ~ ~ ' 0/ oyr.lsr o 1 ~ ssk++'D STA 13+74 r , ~ A:8 9 \ ~ ~ ~ ~ ---1$ _ / ~ U _ RIM: 171. / ~ ~ ~ ~ V i 187' SDR-~ 0.75 % MW r / / ~ ' ~ ~ / Q ; J~ 17+8 ' i' , / ~ ; STA: 14+23 r SST+~ r r ` ' ~ INVB"IN:1 / \ _ '7 ' ~ 64 , / / ~ .1 ~ , r / RIM. 17259 ' / ~ / r , / ~ ' + ' r INVB°OUi 164.97 r , / / /r ,1NV8'dNa~b`.23 , r i ~ ~ r f RIM:17259 r ) r ,IW$°OUT:1 , ' ~ ` INVB°OUi~164.97 ~ ~ ( ~ ' ~ / ! / / / ~ ' / ~ NV~ OUr:156.95 ' ~ r r r , , ~ . / / ~ ~ Zr r , i i t r , r r f ~ r , r l ` , , r r ~ ~ r SSMH r ' ' r r 1 r I ~ 12 ~ ~7~, / , sk85cBt°xrEE / i ; r / , 'k , / . r 'v ' / , srA9s+ssr / , STA: 12+9'7 / ~ ~ / ,r rr , ~ / ' ~ i ' i ~ ~ SSM r i 8 Bk8','(•EE ~ ~1 ' ~ r r 16 / ~a \ I 16 RIM: 174.61 $°G9O0WdTE Mi~N r t r r r 3'8°~R-26@D.5OY j~~ INVB°6~1f.i66.z2 , ,SS,M , , , . r ~ TA 11+~$` , r SSA 9+5~ / ~ ~ / I \ r' i ~ % ' 3TA1~67 ~ ' ~ , / / r r 24 r t / ~ / RIM.'(63.83 ~ I / p'A0+44 , , i r FMS" ` S 5 , / ; r;tfrt: t~t4a ~ r V ~ FM ~ d L / rlNVa•IN; capl / , ~ ' ) / ~ ~INV :154.77 / 6 /FIREI'HYD~ , i , r , 25 ' / 62 IN:956.85,~ r 1 / ~ r 15 > {2j 45.6 S ~v8•,fwTf1 ss/ ;13 ~ ~ ~ i i / It~VB UT:154~0 I I 11T8°SD -26Q2r93% , r r \ I- I r r 1 r I ' I 1 / i ~ 1s ~.a^sDR-zs Q a~ 1 ' I ~2 ' ; 26 Q 4 / , t , , , r i STA 2D+28 J ~ , / r ~ S4A 1q+s3 ~ ~ i r ~ / ~ 1 w i / r' ~ 8° GV ' ! ~ ' 281' SDR-26 Q 1.00% r i , RIM:12.56i i ' r l , F i I I ~ it , IN1/8' IN X64.82 i / ~ ~ i I OWNER !DEVELOPER: ; ' ; '61 ' / ~ ~k. / srae+~4 i r / 8°GY- r r , ~ OUTj~ 164r 8 , ~ ~ r , I ti CAMDEN GLEN DEVELOPERS, LLC. ~ ~ ,SSMH 27; ; , / ~ , , / ` X I , , , ~ ~ , i / i i ' ~ i4` i I ~ m 6885 CLIFFDALE ROAD i ,,-l~f~ jZIM 767 i ~ ssMH , - /f / INVBjOV:159. ' ~ STA:4+a SSMH ~ / ' / , , ' , / r i ~ ~ FAYETTEVILLE, NC 28314 / ; , ~ ; ; , ~ INVBhIN: RIM: 17$.79 ~ i , / , , ~ ~ ~ ~ j ~ \ ~ , INVBhIN:165.85/ i ~ / r ~ ~ / r r ,r t ~ ~ ~ ~ ~ STAT3+19 ~ ~ / , INV OU PH: 910-237-9228 / a 6.,,.~.~ 'i ~ ~ ~(j~ S MH T 4 ' , i' / r' , 9ri,'SSDR-26(ffi397% S' / INV~'GUT:J&~,78 ~ i , i i / i i ~ ~ , / r ~ . / RIM: 172.12 I + 1 r I 99 r ~ I ' ~ ~ 28 / f/~r r / , ~ ~ ~ t r / / - ~ 1~ ? Nv 8° IN :162.99 , I (2)45 BENDS , / 8SM ~ / ~NV8°OUT:16292 SSMH , r ~ / , ~ ~ ~ i , i I STA SF74 / ' ~ ' r , ~ ~ ~ i' ~ i / / % / ,STA-0#g5 Y STA22+52°BANFV:' , i rr r / ' , , / \ ~ RIM:1 .75 r' - ~ ' ! ~ 8T 8' SDR-26 Q 0.42 -STA 22+68 ~ 98 \ RIM: 176.37 ~ / r/ ~ i , , r i ' l ' i i 'IN1~=B' 1959.93 r' ' ~ , FIRE HYD ~ i Q r i 97 r r r ~ K ~ 14 r l r l r rl ~ / ,r INV , :953.~I -------'103 ~ 105 t, r ~ ~ INVB'~7 20 rr r ( f ( l i i , i ~ ~ 2 r r ~ . INVB°0~a153.08 STA 0+50 7 ~ t r SN+5+54 ' ~ l ,r i i ' ~ / i i 8° GV i~ ' ~ / r ~ i 96 RE HYD A 54 ~ I rl ~p l` rr ,I / ~ ~ ~ / ~ II (t) ( 1 / r r / / r r r ~ r ~ / ' 06 + r / r r - ! f , r r r J , i _ r C I r f r / , r~ r / i r r ~I / . ~ ~ 1 1 I ~ t ii ~ ~ ~ ~ ~ II ~ ( 5~7 r ~ l r r ~ ~ , STS°SDR-26 0.42 , I ~ ' ~ ' r / r ~ ~ Q r , 1 I I ' r ' ~ . ' ` _ _ r SS , r~ ~~o.az ~ r i ~ ! r ~~a ~ l07 ' l ' I ' I / / / r , / 9 t'8°SDR-26 3.51% r ~M: D.91~ ~M ~ r~ r i , ~ , 955 SDR-~~ ~ Q I STA 6 i I' ~ ~ i i r , i I ~ r i i i / , IIUV °OUT:1722 ~ -~-RI~1:'175.90 a ~ 8" 0900 M - ~ ST 6M r r "I , , ~ / i/ -RISi:'175.9O ~ I i, ° ' ~ , i j , ~ I i 6 / / , ~ ~ / / SS MH i ~ INV 8° W :16'6.69,'' i / ' I , ~ / ~ ~ r / r I r I , „ , , ~ '!0 ~ / ~ , ,STA:1+09r $TA~3 ~ INVS°OUi:16fr.62 / 8' 9V :166.69,' I ' ~ „ ~ , I 'OUT:16fr.62 ~ 1 , I I , I ' ~ 1 ' r 1 ; r / ~ J / ' • ~ rRIM:172.5~ STA r5 r r r / ' r ' ( ' ' I °IN:1 .1 W ° , .~R-28Q0.90% / , ' r r r r ' / / ~6 ~ 5 ENDS .I i ~ ~ rr t ~ r 'i~' ~ ~ it ~r ~ C I I r w,.~ i ~ Z ' l ! / r, r 1 t 18°oUT:185.06 r r SSMH 94 J ( ~ ~ ' $5 r ' ~TJ~ ~ i r I 1 r D ~nj ~ ~ / I 57A:5+93 ~ I SSMH ~ 1 j I 'i. ~ ~ ~ ' r r l r ~ \ r i r r I M lC \ , r SSMH , ,f r ~ i r 0 ~ , ~tIM: 178.92 r , ~ ~ / , f r ~ I / ' I r ~ / ST 2+02 r ~ 1 ~ STA 7+46 r , , ~r , , ~ ~ r 1 , ~ I 114 $ r f '1NV6°IN:170. / STA7+46 ' ~ , ' T ~ ~ 8g8101~11/g tl#~175.5O ~ / ii t i , n, ° ' ~ \~i a~'e ~ 6Q~~ 1 i / ' I I r , I 'RIM: 77.19 r O ' INVB'OUT: 0. 93 RH4~175.50 ~ / + ~ / ' ~C' ' ~ t ~ ~ , , ~ r / , INVB IN:'t671i I / r r 1 8° IN ~ 89.45 ~ SS MH k IN :'t6711 I I i ° ' ~ / ~ ~ d. of ' ' ' / i ' ~.r ' ~ ~ i 0'B~S R-26Q0.42~ I :1 r ~ ' ' / INVB'OUT:167. r , r , , i r ~ p I r 8' OUi~ 69.38 r STA 3+03 I A A ~ r r / r t / / r r I , ! . r r 1 1 / " y , r I I 1 ' , \ ~ I r RIM: 180. , ' ~ r r ' ' f~ 't I ~ l r ~ I 8' 0 :17297 I \ ~ ' ( r r / ' ~ + ' 1 1 ~ ` 115 + 1 / l , % ~ , ~ i I °~i'~ e ~ ,•o~q~~~r a~; pro l ' ' ~ i r' r' 'r 'i~ I ' ~ , 'r 11 ; 112 11rQ I ~ SSM , 828°SDR26Q0.4 f ~ / STA r'' I.a % / I i i ' *;WGn nt~pg * ~ U :y 1~~~II~I ~ z: 0~ / ` I ,J / ' ~ ' Oar/' ~ rv ~ el' ' , I , ' I RIM: 9 9.12 STA 19 r r i, ' i MH- r ~ + I ~ 116 ` ` , ` r / r t~ r . / ~ 1 ~ , 1 ' 110 I s• I .71. N~ ~ 52 , STA 9+36 I I I I , , ~ ``t i j I I ( l i INVB'Oj7f:171.45j r o i , , ~ I ~ RIM: 58 I ~ 1 r' 1 (2) 45 BEN , I I I . ' ~ ' $3 I IN~78' IN ~h51. % ~ I ~ i I ~ ~I ` r` / L ` n ' ~ r i y \ a 0 a 1 , I' I \ ~ , o I ,•r~' I, ( IO4VlI°OUT:~151.36 ~ I I `I I ~ , 1 , , t ~ t r 1 s. f 1~ / , Rlh}.175.O I I , i ^ ~ ' ~ ~ ll ®°~t QQQ'~~' aa~ / INw18°IN• 67.54 ~ I I ~ \ IB °0/1180,®®®e P ' i, \ , , , I, 1 I I ~ i 1171 1 I ; t f , , ~ ° SbR-26 Q 1.1 , I ' , ~ IQ/V 8° 0~%'f :1646 , ~ ~ ' i ~ i l i I " ' I, ' '1 t ~ R-Z 0.421 ` i i ~ I ~ ~ I i I t ; ~ 12$ r '8'8DR-26@1. 1 ~ / i,= I~ I\ I 1 r i , I 1 t ,STA 6+30 _ = 1 , ' ' I I I I / r' / 1 ~ ~ , li t I r T27 + I I ~ g. ~ g ~ ~ y r ~ r , J i I ~ ~ , r r , p r I I . I I / r 1 r ~ t ~ BTA 9+11 / t / , ~ ' , I 5 SS k1 / , 1~8 1 + I ~ , J i ~ 109 1 ' ~ ~ / / ' ~ • ~ ' ~ :zl+ ~~t I I ~ 1 I r ~ . mM:17a.e3 ,STA 9+11 ~ i i , I ~ - ' ~ ' \ ~ RIM:174.93 r \ / i r 3Oi ' ~ ` I I i ~ r°-~ ~ / , r , b ' 1 1 ~ ~ / r ' I . ~ I ~ t 1 6 + ' ~ I ~ ~ / INVB°IN:16 .88 >A ' ~ RIM: 162.9 I , ~ r + 2 I , r f I, = I, , 1 ~ , , ~ I I ~ 1 I r w + ~ / 32 `r r / ~ , ,I I I B°~V:151A0 , / i , 1 I I , , I / \ 1 , V~ , INVB°OUT.167. , INVB'IN:16f.86 r i r ~ r I I i ' '~r INVB° OUTt 167.86 ~R5 ~ ~ , i ~ i I ti M / 1 , I INVB"OIdT:95~.91 r , r , J I I I l I r , , I" ' r f rr ~ r , ' J ~ ~ 1 l ~ / " ,j ~ I ~ ' ' l / ~ 17~ r ~ i ~ 1 25 I , r ~8 50 I / / T ' , f 7 / r j~ ~ TA 9+ / 1 I r l f , r t ~ I v ` lJr .S ~ 3X was+`~ ~ / / ; ~ ~ W N FIREH , 3X , i , i ~ i i i / ~ ~ i~` ° l r / ' r ' f ~ ( ' r l r . ~ , r „ I ~ ' t 11 ~FIREH ~ r , 92' 8° S R-26 ~ 0.42 / r f r t STA +5D / ~ / / , x,~ l ( Q r ~ i f ' + / / / 12~ 1 , + fJ ~ 8' GV I , , ~ i / ' / ~ / i ' ' r / ' ~ ~ ~ ~ ~ ~ U = T" , _ ' ' ~ ~ 5d I 1 , I h m+x*ra , --~f f r r, i i , MH `I ~ ' ~r 1 / ` / / ~ , , , / r 1 1 I r r t ~ , ' ' 1 t ' Sr • 14+89 + ~ + `r STA 90+99 1 I / / / , / , i ~ ~ ~ ~ r i l / 0 r Silk 28+89 120 + / r RIM 180.22 ~ k 8°x 8"TEE , / = ° ' J ~ ~ " r ~ I , 1 / r ~ r ~ , r r i' r I sTA 11+so , ~b , 33 t , r , I I RI 16235 ` / / ~ r ~ i / / r i / ° 'tea /r/te~ r / ' ~ " r r I 1 t- ~ / f ~ r 1 r INVB° .17326 ~ 8 ~ ` c r ' ' ~ , , r _ t.-- j I , r , Bk TEE / ~ I INVB'iN:150.53 r ~ / ~ r r~ t t , k r i / i i / / i ~ i' i i / + ~ ~ ~ ~ N/ Q : a' ' r r' ~}-ter { ° I 6'^'~: t5o ' 122 / I , _ ' ,r , r I ~ ; ~ WP .46r t t r f , S MH r , , r r l , T - / ) ~ 1 4~ , r / r ' , / ' S • 13+42 , 34 , r r l / , r , ,r' r I ( r ~ ~ I r r r' ' i. , I' ' r r 233'BrSDR- 81 0.4 ~ 1 I r / r ~ t r 1 / / , , , ~ / / , , ~ % ~ J M / ,T' = r 3 Q 2 I I ,-r-'~- ~~oo78°S R-26Q3.04 ' ' r I RI 1180.04 ( , , r i ,r i i ' / / r r"' + r INVS°OUt:1 1.18 I / ) I r ~ / i I ~ + r r ' r" I ! D,tpd' ~ ~ ~i i r x121 r r / tr ~ ~ r r J ; / ; ; / ! \ W ~ , , d- l1.1 * ' / rl t r t / STA 14+8.9 t ~ I r / ~ _ ' ~ ' ~ r i , -il'- I , 1 ~ l / o , 1 I , I I r / , 1 / ~ _ / /A r ' , r 'l i' 1 r t ~ r ti ` FIRE HYD r 136 + 1 ' ; I ' ~ ( r' i ~ OMFF--~o~ ~ / ~ r= ' ' r ' ~ i 1 A 19+72 r 1 r ~ ~ ' I r / ' l r ~ ~ 1 ~k8k TEE r n t, / t I ' ' r ' r r / , ' ' r / / ~ i IWffH LUG AND TAP r r t , 1 , I I r , 1 r / ~ i ~ r W~~~ ' r I ~ ,r I.• M' to 0 r ~ ' 1, ' r 49' r ~ ; 8 37 , ~ f ~ I I r l l l r , i 1 Y / ST 36+73 / , ~ r r J I I 1 r ~ I i I ' ~I° • ~ ' r, V r / r ~ , , ' li I I I ~ , r' r r / ~ 8° GV , ' ' 1 ~ t '~i + r ~ ~ r r ~ 1 I I 1 r / ( r ',r°,,' I 1 f ~ ' ~ I t / 38 + 1 1 1 I I / / / , ~ ' I I f r / r , r - I , l r ~ I / , 1 ' n '1 , ' ' r 1 f r ~ ' ~ . r / , 39 ~ t I r r r I r . / r ' T , ,r° ' , r / , , l ~ t I I r / / r , I i I t' °I' / ~ i r r, r' , MH/ tr / r + t I r r ~ i i l 1 ,i I r r / ~ ~+71 ~ , ~ 1 f l , r r I I -ri, ~ r \ ' / a'/ r Ati ~ RI 168.1A ~ 1 ' i ~ i r, , , , d / / r ~ ' i l / 26 D• r 8 r' I 'IN:16i.67 / t ~ ~ ,r r I ~ r' ~ ~ t l f r r / ,n r , Ar r /15Y r , , r f r r rr ,r I I 11 v i / , ~ ' 1r, " ~ / i ~ ' / ~ , r n ' ~ F RE + /IM18 OUi:161.99r r41 t ~ ((~f f ~ l r rf ~ J r r ~ 1 , ~ O l / I r I, % , / , 1 / ~ I ~ , 1 ~ / i i / i ' / "i~°" '7 '"r/ r ~ ~ pl ' ' ~ + i r /42 ` J ~ V f~ r ' / r' , ' ( / , , , r ,r= " / r/ 'r / r / S1~20 30 • ~c , , ~ l G f , r f J / ,i j i i i I ~ ; ' ~ / t / ' ' SM~I / r ~ r~ ~ r' n ( r r / ' ~ ' c ra ! / / 2"'BALL V. / I r ~,~h~ ~ i r / ~L , ' i i l i ~ / / , ' ' i ' • 'r' f' r i r ' r , 1M156.a7 ' /114 8° D =26Q3. ' 43 , t r l r r r t r t ~ 1 ' i,' ~ tI I ' r r r I r !8"1 :148 / / ~ ~ ~~1~~ / r ( ~ ~ r 1 I .t- I ~ I 'r, r , , r r r r' I ~ r r l r r r / i r i ~ i i l f t t I r i/ 1 r, 8'~1T:1 57, r t ~ ~ r ~ r r / ~ r r ,m ' 'r , r , J , 1 , ° r r r ~ r f ~ ~ ' 44 / ~ / / I f r / f i r r / ~ I f / ' ~ r ~ I r t r l r r r l , ~ i i / 1 r / i ~ ' / r , , i , J r r , V-' ' 1 ~ cb , r' r' f f r 1 r ~ / 45 , ~ / ' r r , ~ l r ( 1 ,l • r / ( a I r r / r • WEI;LANDS~ / , J r r l! r r / . 1 ( 1 r r r r, r / f r 1 , r , ~ r r t r ~ r I r r ~ l ~ r ' i i i 11 f 1 / ~ , i i ~ r / 1 ' _ !r ' '~'y r ,r SS MN 1 / r ~ I 1 / + y~~ 1 f r r r r' l ' i r / t / / STIR 1+7$ ' r ' 47 / ~ ~ / + r r / r r f / ~ r f ~ i r, _ ' ~ , "p °w = ^ , , ~ r / , i M: 9~1.78~ r' ' , i / ' r' ' r~ i ~ ' ~ f ~ ~ , i ~ / I r / ~ ~ i / I , r / / , r r r I i r r ~ 1, 'r a~/ / fi r VS'rlNa .3Y i i i / r' rl i r r 1 1 f f / r r ~ ~ ~ r ' I / ' ' ' _ _ ~ _ , / r , INVi~'OUT:1,~626, , tr / ' / ~ A , r r r r I /r 'r ~ r r r / t r r ~ r , l ! 1, i r l i I r 7 1= 'I' r r r ~ / ( r r r f r l' r , ' ' i ( r' rl / / / / ~ / / / I i f ~ 1 , 1, ' 1 1 ~ i t r i / ' r / I i / / / I r ' I ' I ' 1 / I I / / / / / ' GENERAL CONSTRUCTON NOTES' r / ( / / / l i i ~ / / r ' ' ` / 126 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOPE MILLS STANDARDS { i ~ I ~ r, I ' _ ' ' ' I t ' + I i ~ ' ~ r l f l I ~ ~ ~ ~ ' ' l ' r ' l' l f 1 1 I I ' I,' % ~ 'I' t ~ 1 I ~ / ' ! ' f 1 ` _ / / , 1 / l r ~ / , ~U5 _ ' / ' / AND SPECIFICATIONS. r / 2. CONTRACTORS SHALL VERIFY THE LOCATIONS OF AlL EXISTING UTILITIES PRIOR TO ' I 1 I I = I ~ 1 I 1 ( $S r ( r , ( L, -T~6--- ~ ~ / ' ' / ' r / r / ' / ~ _ ~ - / , t 1 , # I, 4 I 1 STA 2+2~ 1 ' i _ 0~ / ! ~ V I 1 I I ~ I , ' ~ ~ * ' ' , ' ' , ' ' I 1 1 I ~ t { 1 I ~ , r o ~ ~ ' ' r ' / l l ! I 1 1 I' , ^t' , _ , _ , , f , , ~ , I RIM:156.2Q t 8 S~R-26Q0.4~/ ~ ~ - _ ` r , l , i ' i / / ' / % / / ' BEGINNING CONSTRUCTION. W `4? 1 I t t t 1 / G``~ r / r / - I 11 1 I ( , ' , I I r ~ I INV~°IN: 46.03, t I \ ~ ' r - ~~p®v r l / r r / , r , / ~ 3. ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES SNALL BE TESTED IN ~ ' / 127 ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. NI ' ~ j I I _ ~ ,i ~ ` ` 1 ~ ~ ~ , 1 ~ t I ~ ~ - ~ ~ V ` ~ Ci~ r ; / , r l ~ / , r I i f I r ; at, _ _ 1`r \ 1l 1 \ t , 1 ~ - ~ ` ~ i % ~ r / r / i i i / / / i i t / r , ' ~ / 4. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SHALL HAVE GRIFFIN "SEWPER° / / / ~ COAT OR PROTECTO 401 LINING. / ~ , 128 5. ALL CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE. ' ' 6. ALL MANHOLES LOCATED IN STANDARD NON-TRAFFIC AREA SHALL HAVE MANHHOLE RING ~ AND COVER INSTALLED WITH WIPER GASKETAND CAMLOCK _ , / i ~ w~0 ,t \ t , , r ~ ~ ~ / r r , r ~ r f / _ ZZ ° ' ~ ~ , ' \ ~ y>Q \ \ ~ \ ~ - L~ , ~ ( ~ ~ X31 ~ , , / / / _ ' \ , \ ~ ~ ~ ~ ` -----~5~-,_ - " - - rfi ! r , X132/ y ! ! i r r p \ v v\ _ . v ` "113 ~ r r SCALE AS SHOWN GRAPHIC SCALE IN FEET ' 1241 -100 0 100 200 300 BOOK NO. N/A ` 8B iii \ v 135 v 124} TA, i SHEET e ' ~ ~ vv \ - _ ~ v\ \ BRIM"14 ~ v~ ` ~ ~ \ ~ vz ~ io ~ r 136 I 13 .24 w \ ` - - - - RIM: 144 ,v w 437 ~ \ v` I 2 OF 2 DRAWN BY: RBJ 'AG rn CHECKED: DBC k * GENERAL CONSTRUCTION NOTES * ~ x ~ r '1 r REVIEWED: DBC 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOPE MILLS STANDARDS d AND SPECIFICATIONS. ~ DATE: 2. CONTRACTORS SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. C. GRID (NAD 83) 3. ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN N. , J . , D g 7889, PG. 0793 ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. ~ / ~ 4. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401 LINING. I " , _ 5. ALL CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE. 6. ALL MANHOLES LOCATED IN STANDARD NON-TRAFFIC AREA SHALL HAVE MANHHOLE RING I-295 AND COVER INSTALLED WITH WIPER GASKET AND CAMLOCK r ..~J' ` ,//y r t~ iii' ~ - r a t~ d t~ ~ ~ / ~ r ~ a " .~~y r ~ STA• 1 ' , V L i ~ : v. " ' ~ ' R IN• 139.17 ' i ~ _ J / / ~ _ - - " / ~ I~VB"IN •135.15 / o i ' ' ' !!r ,fNVB"/OUi'135.19 / } J , ice,°_ ~~Lt3 y ~ ,~y ~ jy ' "r 'r~~.: ' y f' ` / / I l i ~ row`, _ ~ U ! ' ',i yJ, 1 rr / f t - v, ~ ~ ' ' ,I ~ f' ; l i ~ ~ W z ~ z-1 ~ x - - , _ , ~ og 1 x a ~ _ ~ ~ V~~ ; ~ _ _ ' , ~ ~ t7 d y ~ LAMPLIGHTER DR ~ ' - v ' _ t ' ~ ly J ! ° tr , r! ~ ~ j J ~ ' S5'8'S ~ ~ Lt ~ LIJ ~ ~ / ~ I ~ y~ , o ~ l ~ ' l ~ Z ~ o ~ m , V~TA5+42 ,2 ' , , ~ b rr f r ~ ~ EE E -i ~ i ( ~ ~ . r r y ~INVB'IN E ; 0~ ' ! rf l i j r EE ~ i i ' Z W~ V `•"'mil , MjVIt' 0k#t. 30.27' ' r , w , + I ~ l ~ f ! r I E E i ~ ~ d / r I Q ~ r j I f I ! 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SSMR• \ ~ \ ~ ) / ~ _ 142 R1M:144.4~ ~ / / ! / ' ' / ~ / ~ LL } , _ ' ? ~ ~ / , / I YN :134 , - i I S~MH \ . ~ AIM 0 ~ " ; ? ~ r\ , / I Ui:134 ,~A ~ 154 s ,~-~7 sTA1ta7 I °I LD3 ' =I, f \ • ~ S}'A:11+56 ' ~ ' ~ / ~ i f ' ~ 4DR PSTRUZ'~. \ r B+OG ` J/ INVS'INNN~33.3~ / i ' / / / / / f~ i / r RIM 139190 ~c~b .98~ ' ~ \ 1 i; ' / ~ 1 I ° dNVB'IN133,63 n, ~ y.~ / / STA: 77? t C LLIWA -}3~1.- ~ Po^~N~I~t ~ \ ld ~ `NVS°I :1y2, ' / ~ ' / / / i i ' ~ 0 ^OP{81 135. 147 f \ / ' E l /c-r i i' i / ~ / / / / = INVB`8UI133!18 , ~ " , s PoM:142.06 ~ I 4 t ~ ~ I~'INf.134.1 'Q~ / 84V ~UT:13@.36 ' i ~ ` l ~ 1 I I / / ` ' / / / / , - _ ( ,,_f ~ 1 ~ ~ r \ , SDR to t \ ~ R• i r / / ~ ~ ~ SDR ,8" 4 B~REA~RD~S WETLAND~6 r 'D.~45 .l ' / t2~8°SDR26@D145Yo - ~ / i i / / / / / i ' / \ \ ~ i / / ~ / / / / / / / \ ITH 1 TEEL CASING / ` _ ~ ' ? \ SSM ' I / -T- / % 141 ,,136--------'~ / i , , i i-~ SSMH. ~ . \ . ~ 1 \ a y I ' ~ \ FM ~ I , , _ ~ 108 STA 9+00 ' e i `k~° C~ ~ t t . . : , ~ " ` ~ ~ ~ I r I r r i ~ , a k o 1 t 100 ? ~ 'W DS° ~ ~i ~ ~1' I r r e ~ \ a - i ~'RIM:138.57 J ~ / ~ r-~ ' / j i i i / i / ' % \ \ ( '°-RIM 143.31 i C~i° p2~ . .r'~ 1 t ``y? ? 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I \ ~ \ ` I --!fY/ '0 'G / ~ ? 4 x ` ~ '7 .I ~ ' \ ,r , 1 ? t IN~8°~ :,124:1 ~ 1 ' ~ E ~ ~ INVB°OUT:13~.94 ~ ~ ~ ' ~ ,y°,- i l 103 ~j srA2+aa - ~ r .INJa°ON7:12 ` p,, ,98 , . \ \ 'I _ ~ ? \ ~ / ~ ? D~ RIM 143.OD r ~`6 \ 1 r ' ' ~ , < _.1 ~ F3(~= ~ ~ ` \ \ \ ~ \ ~ ~ f ~ / 147.38 ~ ~ ' ~ / / m I ~ / ~ ~ \ l Y V - _ INVB°IN135:42~ \ `~'Cr` ~ '1~' \ ~,'r ~ \ / X56 \ t .157 ~ ~ . ~ ~ . ~ ? ~ ~ NV8° OUT 135.37 l' ~g2,@ ` l ~ y.' 1 \ ! , \ , ~ ,Z V , . ~ i`~ .157\ ' ~H161 ~ ~ ~ ssM J J scalir:l3a,~'~ ~ _ 138_,-fig ~ ~ / , ~ ` ~ _ ~ / ` ~ ~ I I /SSMH L,` m 0 O / - , , \ / 'MH" , ; S1 .5l ~ \ \ I I , STA 7+50 \ / 1, ? ? / / ~ l , S1'A 28 , , ~ , " ~ _ _ \ ? I i pp _ ~ \ ? 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DROP ~ 104V O,Uf 126.91r / , a , ` ~ / f \ \ \ ~ / I 1,` 1' MV8°OUL:130.35 \ , x Q \ \ \ I "OUi14~.71 ~ ~MH\ i I =p ~ ' t I 'lam' as are ~ ' E ~ .yQ 16 '~RIMc~1\ .Dd~ \ t\ ? \ \ ?`w ~ ~ / / / ~ Y~/ d' /®'i \ 1 i 0 0~ , ' _ . , Sp\ , ` STAB+14`~ ~ t ~;,~~c ~y,~ _ _ , " §S'MH.v , j `i ' ~1 ~ 86`~_ 80 ? \ \ 1 / ~ RIM,a43.79 1 I __.-~_1 `'STA16•+95, ' tl-~ t d'\ \ \175 ~ ~ STA~20 ~L2 tt f/ ~ w. aPb Q '.d~O o \ 11 - % ) \ ~ 1 - ' ~ INVB 812729 ~ . , S°`I"A9+Tt, ` / / \ % \ ? ? y _ - INN 8' IN 1332fi ? `~SS AaYF~ _ ~ , , r, ~ 'RIM'748~32; , , I t ~ \ ` ~ ~ ~R1111162~52~ \ t 1 I / I , p ~ d~ a \ \ H r ` / \ \ 75'x' SDR-26 PYC i -~INV 8' OUT 12724 ~ ~ 14+ \ @ 0.42% _ ? ? , r : y ,INNS°aN,13,5.5 ROM OU7fdLC) , ~ I i ' r \ \ A-0+02 / ~ 81-__ ` ` 3.40°k u ~ \ ~ ~ ` - -av ,I INV'8°•IN1~5.51 ROMG Y~IKILf) ' ' , 1` i't ~ ! INVb~QUT15Q.71 1~3 \ 11 ~ . Q ;y ~ d• S ' ~ I t tl ~ t \ 17R ? . E' t t ( / ~ 2 U .y z: m ` 9.00 , - `_@ 77 ~ ~ r \ all' , ~ ~ MV 89 t' . 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