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Home My WebLink About20200759 Ver 1_401 Application_20200609DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form April 11, 2020 Ver 3.1 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes r No Change only if needed. BIMS # Assigned 20200759 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Raleigh Regional Office - (919) 791-4200 Information for Initial Review 1a. Name of project: Town of Holly Springs (Carolina Springs) Pump Station & Force Main 1a. Who is the Primary Contact?* Deborah Shirley 1b. Primary Contact Email:* dshirley@sandec.com Date Submitted 6/9/2020 Nearest Body of Water Big Branch; Little Branch Basin Cape Fear Water Classification C; C Site Coordinates Latitude: Longitude: 35.6773 -78.8749 A. Processing Information County (or Counties) where the project is located: Wake Is this a NCDMS Project r Yes r No Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Version#* 1 What amout is owed?* r $240.00 r $570.00 Select Project Reviewer* Stephanie Goss:eads\szgoss 1c. Primary Contact Phone:* (919)846-5900 1b. What type(s) of permit(s) do you wish to seek authorization? W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 12 - Utility Lines le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: F- 401 Water Quality Certification - Express F- Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? R Owner r Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Town of Holly Springs 2b. Deed book and page no.: N/A 2c. Responsible party: John Schifano 2d.Address Street Address PO Box 8 Address Line 2 city Holly Springs Postal / Zip Code 27540 2e. Telephone Number: (919)557-2917 2g. Email Address:* john.schifano@hollyspringsnc.us State / Rovince / legion NC Country United States 2f. Fax Number: r- Yes r No r Yes r No 4. Agent/Consultant (if applicable) 4a. Name: Deborah Shirley 4b. Business Name: Soil & Environmental Consultants, PA 4c.Address Street Address 8412 Falls of Neuse Road, Suite 104 Address Line 2 City Raleigh Postal / Zip Code 27615 4d. Telephone Number: (919)846-5900 4f. Email Address:* dshirley@sandec.com Agent Authorization Letter* Agent Auth_municipal_TOHS Carolina Springs Offsite FM.docx.pdf State / Province / F bgion NC Country United States 4e. Fax Number: 413.15KB C. Project Information and Prior Project History C^U 1. Project Information 1b. Subdivision name: (if appropriate) 1c. Nearest municipality/ town: Folly Springs 2. Project Identification 2b. Property size: 2a. Property Identification Number: ApproArnately 14.16 acres (1.53 onsite; 12.63 IWA-Linear Utility Project offsite) 2c. Project Address Street Address Located from Woods Creek Road to the Utley Creek Water Reclamation Facility Address Line 2 (Sty State / Province / Fegion Apex NC Postal / Zip Cade Country 27539 United States 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Big Branch; Little Branch 3b. Water Resources Classification of nearest receiving water:* C; C 3c. What river basin(s) is your project located in?* Cape Fear 3d. Please provide the 12-digit HUC in which the project is located. 030300040102 4. Project Description and History 4a. 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 wasting conditions on the site within the vicinity of the proposed pump stations consists primarily of forestry. The proposed force main path is primarily road side, previously disturbed areas. There are four (4) perennial stream features (N, F2, G2 & K2), six (6) intermittent stream features (L, M, H2, J2, L2 & M2), and five (5) wetland features (W38 - W42) located within or adjacent to the proposed pump station and easement locations. Within the proposed pump station and easement locations specifically, streams M & N are located adjacent to the proposed pump station. Wetlands W38, W42, and streams F2 & G2 are located along Old Holly Springs Apex Road. Streams H2 and J2 are located on in wooded land between Folly Springs New Mill Road and Thomas Mill Road. Wetlands W39, W40, W41 & stream K2 are all located along Irving Parkway with stream L2 just south of Green Oaks Parkway. Streams L (adjacent to the proposed pump station) and M2 (north of the treatment plant) have been avoided. The general land use in the vicinity of the project is residential and commercial development with forested land. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS Offsite.pdf 2.61 MB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Soil Survey Offsite.pdf 1.38MB 4f. List the total estimated acreage of all existing wetlands on the property: ApproArnately 0.03 acres within easement 4g. List the total estimated linear feet of all existing streams on the property: Apprommately 407 linear feet within the eastment and pump station area 4h. Explain the purpose ofthe proposed project:* The purpose of this project is to construct and to provide wastewater service to a large portion of the Town of Holly Springs extra territorial jurisdiction. The service area will eventually include residential and commercial development as well as two (2) Wake County Public School System schools. The force main is approArnately 19,000 feet in length and will discharge to the Town of Holly Springs May Creek Water Reclamation Facility. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: The overall project consists of the construction of a pump station and a force main. Specifically, there are nine (9) open cut construction access areas that impact streams and or wetlands. Heavy equipment typically used for the sanitary sewer installation will be used (e.g. excavators, bulldozers, etc.). 4j. Please upload project drawings for the proposed project. 02190372.10 Impact Maps.pdf 8.61 MB Sheets -Details -EC Details.pdf 9.39MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No O Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: AID for Pump Station & Force Main not issued to date, PJD package sent via email on June 2, 2020 Sc. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Steven Ball Agency/Consultant Company: Soil & Environmental Consultants, PA Other: 5d1. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity? It is my understanding that there are no intended future phases beyond the easements shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated. D. Proposed Impacts Inventory U 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): W Wetlands W Streams -tributaries r Buffers r Open Waters r Pond Construction 2. Wetland Impacts f�� 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.2d. W. name 2e.Forested* 2f.Typeof 2g. Impact Jurisdicition*(?) area* Impact 2 Construction Access P Headwater Forest W38 Yes Both 0.010 (Permanent -no (acres) permanent loss) Im act 2 P Temporary Construction P Y Access T Headwater Forest W38 Yes Both 0.017 (acres) Impact 7 Temporary Construction Access T Headwater Forest W41 Yes Both 0.003 I (acres) 2g. Total Temporary Wetland Impact 0.020 2g. Total Wetland Impact 0.030 2h. Comments: 3. Stream Impacts 2g. Total Permanent Wetland Impact 0.010 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3h. Impact ❑ (?) ]3g.S.width* Jurisdiction* length* S1 Impact 1 B-Temporary Permanent Other Stream N Perennial Both 27 39 Construction Access Average (feet) (linearfeet) (Permanent -No permanent loss) 82 Impact 1A-Temporary Permanent Other Stream M Intermittent Both 8 65 Construction Access Average(feet) (lir�rfeet) (Permanent -no permanent loss) S3 Impact 3-Temporary Permanent Other Stream F2/G2 Perennial Both 11 109 Construction Access Average (feet) (lin�rfeet) (Permanent -no permanent loss) S4 Impact 4-Construction Permanent Other Stream H2 Intermittent Both 2 77 Access (Permanent -no Average (feet) (lines feet) permanent loss) S5 Impact 5-Construction Permanent Other Stream J2 Intermittent Both 2 30 Access (Permanent -No Average (feet) (lirfeet) Permanent Loss) S6 Impact 6-Temporary Permanent Other Stream K2 Perennial Both 10 55 Construction Access Av-age(feet) (lir�rfeet) (Permanent -No Permanent Loss) S7 Impact 8-Temporary Permanent Other Stream L2 Intermittent Both HE- 3i. 31. Total permanent stream impacts: 412 31. Total stream and ditch impacts: 412 3j. Comments: 31. Total temporary stream impacts: Total permanent -no permanent loss stream = 412 LF. Identified as "permanent -no permanent loss", riprap will be "keyed" into the stream bed for stabilization, will not obstruct stream flows. Additionally, at Impacts 4 & 5 (i.e. intermittent streams), the stream banks will be sloped for future maintenance access. E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: S&EC completed a wetland and stream delineation for approximately 24,000 linear foot of proposed easement at 50' wide to identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable. This easement delineation included three (3) different routes south of Thomas Mill Road. The proposed project entails constructing a force main from a pump station located on the proposed Carolina Springs property to the Utley Creek Water Reclamation Facility for the treatment of wastewater for proposed and future developments. Directional drill or bore &jack construction methods are not being proposed for this project. This is because the cost of bore and jack as well as HDD can be cost prohibitive, particularly in areas where rock is encountered. Additionally, the Town of Holly Springs will have to maintain the 30' wide permanent maintenance corridor that would affect the wetlands and/or streams, therefore the open cut construction method has been proposed. Impact areas 1A and 1 B are proposed temporary construction access with "permanent -no permanent loss" stream impacts. These impacts are identified as "permanent -no permanent loss" impacts because riprap will be "keyed" into the stream bed and banks for stability. These impacts are necessary for the construction of the force main and to avoid any impact to the Woods Creek Road public right of way. Impact area 2 is proposed temporary and "permanent -no permanent loss" wetland impacts for a temporary construction access as well as a permanent maintained corridor access within the wetland. Wetland impacts were minimized by placing the force main on the east side of Old Holly Springs Apex Road vs. the wrest which would have resulted in greater wetland impacts. Impact area 3 is proposed "permanent -no permanent loss" stream impact for a temporary construction access. This impact is identified as a "permanent -no permanent loss" impact because riprap will be "keyed" into the stream bed and banks for stability. The NCDOT has plans to realign this road and replace the bridge at this location. The proposed impact was designed on the east side of Old Holly Springs Apex Road vs. the west side to avoid the force main being approximately 80 ft. from the outside travel lane which would make the utility and easement more difficult to access for future maintenance activities. Impact areas 4 & 5 are both proposed "permanent -no permanent loss" stream impacts for permanent construction access. These impacts are identified as "permanent -no permanent loss" impacts because riprap will be "keyed" into the stream bed and banks for stability, in addition the stream banks at these locations will be sloped for future maintenance access. These impact locations were designed in these locations because of property owners and their concerns regarding force main locations on their properties. Impact area 6 is proposed "permanent -no permanent loss" stream impact for a temporary construction access. This impact is identified as a "permanent -no permanent loss" impact because riprap will be "keyed" into the stream bed and banks for stability. This crossing location was chosen because this area has been previously disturbed from another sanitary sewer easement, and because this easement route #3 impacted less wetlands and streams than routes 1 & 2. Impact area 7 is proposed temporary wetland impact for a temporary construction access. The force main has been designed on the east of Irving Parkway because there are many obstacles on the west side of the road such as storm drainage, a potable water line, sewage force main. These existing easements and utility lines would make installation on the west side of Irving Parkway impractical. Impact area 8 is proposed "permanent -no permanent loss" stream impact for a temporary construction access. This impact is identified as a "permanent -no permanent loss" impact because riprap will be "keyed" into the stream bed and banks for stability. This location was chosen because of an existing easement to access the Utley Creek Water Reclamation Facility. Note that stream impacts to feature "L" (onsite) was avoided by relocating the pump station, and "M2" by connecting to an existing force main on the west side of the Utley Creek Water Reclamation Facility. Temporary wetland impacts will be brought back to pre -construction contours and allowed to revegetate with existing wetland seed source. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: A stream bypass with cofferdam and a pump around will be used as well as silt fence, silt fence outlets and check dams (see detail sheet #25). 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? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: There are no proposed permanent loss stream impacts for the project, all "permanent -no permanent loss" impacts will have riprap "keyed" in to the stream bed and will not obstruct stream flows, "permanent -no permanent loss" wetland impacts are less than 0.10 acre. Impacts have been avoided to the maximum extent practicable. Therefore compensatory mitigation in the form of mitigation payment has not been proposed. F. Stormwater Management and Diffuse Flow Plan (required by DWR) u 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: No diffuse flow required, no proposed imperviousness or concentrated flows. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)? r Yes r No Comments: Per Question 3a, this project does not require Stormwater Management Plan or Antidegradation Calculations. There is no proposed new impervious area for the Force Main. G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 1b. 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 (North Carolina) Environmental Policy Act (NEPAUSEPA)?* r Yes r No Comments:* The project will be built and paid for by a developer and will receive a reimbursement. SEPA/NEPA not required per the project engineer. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs' document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that other publically funded projects may or may not result in cumulative impacts. The Town of Folly Springs (Carolina Springs) Pump Station & Force Main project is a privately funded (with partial public reimbursement) within a partially developed watershed. Please note that this project is located within the Town of Holly Springs, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) The Cape Fear River Basin Riparian Area Protection Rules, these regulations require limited development within the riparian buffer area, in addition diffuse flow of runoff is required and/or Best Management Practices may be needed if diffuse flow cannot be achieved; 2) the Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. Non -discharge wastewater will be treated at the Utley Creek Water Reclamation Facility with a capacity of 6.0 Million Gallons Per Day. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* r Yes r No r Unknown 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property. 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The NC Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally protected species listed within and within 1-mile of the project boundaries. It was determined based on the search that there are no elemental occurrences that are listed as federally Threatened/Endangered within or within 1-mile of the project boundaries. References: NC Natural Heritage Program. 2020. Geographic Information System (GIS) data. NCDNCR, Raleigh, NC. Available at http://www.nenhp.org/. (Accessed: May 14, 2020). Consultation Documentation Upload 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential Fish Habitat was identified near the project. 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 status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 13, 2020, one "surveyed only" listing was identified adjacent to the proposed Force Main route. This listing is the Holland Cemetery (WA7475), a 1880-1998 cemetery feature listed as "surveyed only'. It is located on the east side of Old Holly Springs Apex Road and north of Cypress Hill Lane. The proposed Force Main easement was shifted to the west side of Old Holly Springs Apex Road at the intersection of Old Holly Springs Apex Road and Ivy Arbor Way, to the north of this cemetery. 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-yearfloodplain?* r Yes r No 8b. If yes, explain how project meets FEMA requirements: There will be no above ground structures installed within the 100-year flood plains. 8c. What source(s) did you use to make the floodplain determination?* NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer. Miscellaneous Comments Miscellaneous attachments not previously requested. SKETCH MAP Carolina Springs Forcemain - PJD Request 2020 (PRINTED).pdf 2.25MB Signature W By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Deborah E. Shirley Signature he 011- Date 6/9/2020 J MUNICIPAL OFFICIAL / AGENT AUTHORIZATION Project Name/Description: Town of Holly Springs – Carolina Springs Offsite Force Main S&EC Project # 13152 Date: 04/09/2020 The Department of the Army U.S. Army Corps of Engineers, Wilmington District 69 Darlington Avenue Wilmington, NC 28403 Attn: James Lastinger Field Office: Regulatory Field Office This document authorizes Soil & Environmental Consultants, PA (S&EC) (as my agent) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of a permit or certification and any and all associated standard and special conditions. This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the site. PARCEL INFORMATION: Parcel Index Number(s) (PIN): multiple Site Address: City, County, State: MUNICIPAL OFFICIAL INFORMATION: Name: Address: PO Box 8, Holly Springs, NC 27540 Phone No.: Fax No.: Mobile No.: Email: _________________________________________ ________________________ Municipal Official (please print) Date Municipal Official’s Signature We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. DocuSign Envelope ID: AE449437-C319-4995-B1BF-354C97C900CB 4/15/2020 John Schifano Town of Holly Springs 919-557-2917 Town Attorney 919-708-8082 john.schifano@hollyspringsnc.us Project Number: DS Project Manager: 1" = 2000'Scale: 05/21/2020Date: Map Title: Source: Figure 1- USGS Map Town of Holly Springs- Carolina Springs Force Main 2019 USGS New Hill & Apex Quad ¯0 2,000 4,000 Feet 13152.W19 Project Number: SBProject Manager: 1" = 1500'Scale: 05/21/2020Date: Map Title: Source: Figure 2 - Soil Survey Town of Holly Springs- Carolina Springs Force Main Wake County Soil Survey Sheet 90, 83, 82 & 89 ¯0 1,500 3,000 Feet 13152.W15 S SSS S SWCC E E ED DDEFOBS SSS SSSSECHH FOB FOB FOB FOB FOB FOB W X X X XXXC C CC DDD DDEEEE EE E SPGSSS S SSSSSSSS SSSSD D TE ECHHCHH CHH CHH CHH FOB FOB FOB FOBFOB FOB FOBFOB FOB FOB FOB FOB FOB FOBFOBWW W WWEFOFOFOFO EFMDDDSS EWETLANDAREAW23S09 STOPDWRSTARTFEATURE LBUFFERDWR STOPFEATURE LBUFFERWETLANDAREAW21WETLANDAREAW21WF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAN D A R E A1 WETLAN D A R E A 2 BLDGBLDGBLDGSIGNSIGNSIGNSIGNALPO L ELPLPSIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLELPLPLPLPLPLPLPSIGNN 10°56' 5 2 " W 274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'2 2 " W 9.31'POND 60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENTSTORMWATER MAINTENANCEEASEMENT15' PRIVAT E R E U S E L I N E E A S E M E N T PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPDM01STARTFLAGSB03 STOPFLAGSB04STARTFLAGWWWS SSS S SWCC E E ED DDEFOBS SSS SSSSECHH FOB FOB FOB FOB FOB FOB W X X X XXXC C CC DDD DDEEEE EE E SPGSSS S SSSSSSSS SSSSD D TE ECHHCHH CHH CHH CHH FOB FOB FOB FOBFOB FOB FOBFOB FOB FOB FOB FOB FOB FOBFOBWW W WWEFOFOFOFO EFMDDDSS EWETLANDAREAW23S09 STOPDWRSTARTFEATURE LBUFFERDWR STOPFEATURE LBUFFERWETLANDAREAW21WETLANDAREAW21WF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAN D A R E A1 WETLAN D A R E A 2 BLDGBLDGBLDGSIGNSIGNSIGNSIGNALPO L ELPLPSIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLELPLPLPLPLPLPLPSIGNN 10°56' 5 2 " W 274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'2 2 " W 9.31'POND 60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENTSTORMWATER MAINTENANCEEASEMENT15' PRIVAT E R E U S E L I N E E A S E M E N T PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPDM01STARTFLAGSB03 STOPFLAGSB04STARTFLAGWWW30"x48"H2030"x48"H2072"x42"H2072"x42"H2060"x36"H20 24"x30"H20 30"x42"H20 $ No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN EXISTING CONDITIONS MAP A 1 inch = 1000 ft. 1000 GRAPHIC SCALE 0 500 1000 2000 IR V I N G P K W Y THOMAS MILL RDNEW HILL RD OLD HO L L Y S P RI N G S A P E X R D WOODS CREEK RDO L D H O L L Y S P R I N G S A P E X R D GREEN OAKS PKWYTOHS WWTP VICINITY MAP 1"=10000' PROJECT LOCATION SSS SSSW C CE E ED DDE FOB S S S S S SSSE CHH FOB FOB FOB FOB FOB FOB W X X X XXXC C C CDDD DDEEEE E E E SPGSS S SSSS S SSSS SSSSD D T E ECHH CHH CHH CHH CHH FOB FOB FOB FOBFOB FOB FOB FOB FOB FOB FOB FOB FOB FOB FOB W W W W WT T FOFOFOFO T FM D DD S SEWETLANDAREAW23S09 STOPDWRSTARTFEATURE LBUFFERDWR STOPFEATURE LBUFFERWETLANDAREAW21WETLANDAREAW21EOI WF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLA N D A R E A1 WETLA N D A R E A 2 BLDGBLDGBLDGSIGNSIGNSIGNSIGNN 10°56'52" W 274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'22" W 9.31' POND 60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENT 15' PRIVATE R E U S E L I N E E A S E M E N T DM01STARTFLAGSB03 STOPFLAGSB04STARTFLAG430' 430' 425'425' 425' 425' 425'425'425'425'425'425' 420' 420'420'420'420'420'420' 420' 420'420'420'415'415'415'415' 415' 415' 415' 415' 415' 415' 415'410'410'410'410' 410'410'410' 410'410'410'410'410'410' 410'410'410'410'405'405'405'405'405'405' 405'405'405'405'405'405'405'400'400'400'400'400'400'400' 400' 400' 400' 400'400'395'395'395'395' 395' 395' 395'395'390'390'390'390' 390' 390'390'390' 390' 385'385'385' 385' 385'385'385' 380' 380'380'380'380' 380'380'380' 380' 380' 380' 375' 375'375'375' 375'375' 375' 375'370'370'370'365'365'365'365'365' 365'365'365'365'365'365'365'360'360'360'360'360'360'355'355' 355' 355' 355'355'355' 355' 355'355'355'355'355'355'350' 350'350'350'350'350'345'345'345'345' 340' 340' 340' 340'340'340'340'340'335'335'335'335'335'335' 335'335' 335'335'335'335'330'330' 330' 330' 330' 330' 330'330'330'330'325' 325' 325' 325' 325' 325'325'320'320'320'320'320' 320'320'320'320'320'320'320'320'315'315'315'315'315'315'315'315'315'315'315'315'310'310'310'310'310'310'310'310'310'310' 305'305'305' 305' 305' 300' 300' 300' 300' 300' 295' 295' 295'295'290' 290' 290'285'285'285'285'280'280'280'275'275' 275' 275' 275'275'270'270'270'270' 270'270'265' 265' 265'265'265'265'265'265'265'265'265' 265' 265' 265'265'265'265'265'265'265'265'265'265'265'265'265'260'260'260'260'260'260'260'260' 260' 255' 255'255'255'255' 255'255'255'255'255' 255' 255'255'255'250'250'250'250'180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 429180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 42950' CARDINAL EXTENSION COMPANY, LLCGAS LINE EASEMENTper BM 2015, PG 12550' CARDINAL PI P E L I N E C O M P A N Y , L L C and CARDINAL EX T E N S I O N C O M P A N Y , L L C RIGHT OF WAYDB 14033, PG 12 6 2 50' CARDINAL PI P E L I N E C O M P A N Y , L L C and CARDINAL EX T E N S I O N C O M P A N Y , L L C RIGHT OF WAYDB 14033, PG 1262 50' CARDINAL EXTENSION COMPANY, LL C GAS LINE EASEMENTper DB 8166, PG 1195 50' CARDINAL EXTENSION COMPANY, LLC GAS LINE EASEMENT per DB 8166, PG 1195 30' SAN IT AR Y SEWEREASEMEN T p e r BM 1990 , PG 1 6 0 PERMANENT UTILITY EASEMENTper BM 2007, P G 6 0 0 20' U TILIT Y EASE ME NT per BM 1990, P G 10 6 10' UTIL I T Y E A S E M E N T p er B M 2 0 0 6 , P G 1874 W W W SSS SSSW C CE E ED DDE FOB S S S S S SSSE CHH FOB FOB FOB FOB FOB FOB W X X X XXXC C C CDDD DDEEEE E E E SPGSS S SSSS S SSSS SSSSD D T E ECHH CHH CHH CHH CHH FOB FOB FOB FOBFOB FOB FOB FOB FOB FOB FOB FOB FOB FOB FOB W W W W WT T FOFOFOFO T FM D DD S SEWETLANDAREAW23S09 STOPDWRSTARTFEATURE LBUFFERDWR STOPFEATURE LBUFFERWETLANDAREAW21WETLANDAREAW21EOI WF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLA N D A R E A1 WETLA N D A R E A 2 BLDGBLDGBLDGSIGNSIGNSIGNSIGNN 10°56'52" W 274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'22" W 9.31' POND 60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENT 15' PRIVATE R E U S E L I N E E A S E M E N T DM01STARTFLAGSB03 STOPFLAGSB04STARTFLAG430' 430' 425'425' 425' 425' 425'425'425'425'425'425' 420' 420'420'420'420'420'420' 420' 420'420'420'415'415'415'415' 415' 415' 415' 415' 415' 415' 415'410'410'410'410' 410'410'410' 410'410'410'410'410'410' 410'410'410'410'405'405'405'405'405'405' 405'405'405'405'405'405'405'400'400'400'400'400'400'400' 400' 400' 400' 400'400'395'395'395'395' 395' 395' 395'395'390'390'390'390' 390' 390'390'390' 390' 385'385'385' 385' 385'385'385' 380' 380'380'380'380' 380'380'380' 380' 380' 380' 375' 375'375'375' 375'375' 375' 375'370'370'370'365'365'365'365'365' 365'365'365'365'365'365'365'360'360'360'360'360'360'355'355' 355' 355' 355'355'355' 355' 355'355'355'355'355'355'350' 350'350'350'350'350'345'345'345'345' 340' 340' 340' 340'340'340'340'340'335'335'335'335'335'335' 335'335' 335'335'335'335'330'330' 330' 330' 330' 330' 330'330'330'330'325' 325' 325' 325' 325' 325'325'320'320'320'320'320' 320'320'320'320'320'320'320'320'315'315'315'315'315'315'315'315'315'315'315'315'310'310'310'310'310'310'310'310'310'310' 305'305'305' 305' 305' 300' 300' 300' 300' 300' 295' 295' 295'295'290' 290' 290'285'285'285'285'280'280'280'275'275' 275' 275' 275'275'270'270'270'270' 270'270'265' 265' 265'265'265'265'265'265'265'265'265' 265' 265' 265'265'265'265'265'265'265'265'265'265'265'265'265'260'260'260'260'260'260'260'260' 260' 255' 255'255'255'255' 255'255'255'255'255' 255' 255'255'255'250'250'250'250'180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 429180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 42950' CARDINAL EXTENSION COMPANY, LLCGAS LINE EASEMENTper BM 2015, PG 12550' CARDINAL PI P E L I N E C O M P A N Y , L L C and CARDINAL EX T E N S I O N C O M P A N Y , L L C RIGHT OF WAYDB 14033, PG 12 6 2 50' CARDINAL PI P E L I N E C O M P A N Y , L L C and CARDINAL EX T E N S I O N C O M P A N Y , L L C RIGHT OF WAYDB 14033, PG 1262 50' CARDINAL EXTENSION COMPANY, LL C GAS LINE EASEMENTper DB 8166, PG 1195 50' CARDINAL EXTENSION COMPANY, LLC GAS LINE EASEMENT per DB 8166, PG 1195 30' SAN IT AR Y SEWEREASEMEN T p e r BM 1990 , PG 1 6 0 PERMANENT UTILITY EASEMENTper BM 2007, P G 6 0 0 20' U TILIT Y EASE ME NT per BM 1990, P G 10 6 10' UTIL I T Y E A S E M E N T p er B M 2 0 0 6 , P G 1874 W W W 30"x48"H2030"x48"H2072"x42"H2072"x42"H2060"x36"H20 24"x30"H20 30"x42"H20 $ 1 inch = 1000 ft. 1000 GRAPHIC SCALE 0 500 1000 2000 VICINITY MAP 1"=10000' No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN OVERALL WETLAND AND STREAM IMPACT MAP B PROPOSED FORCEMAIN ALIGNMENT IR V I N G P K W Y THOMAS MILL RDNEW HILL RD OLD HO L L Y S P RI N G S A P E X R D WOODS CREEK RDO L D H O L L Y S P R I N G S A P E X R D GREEN OAKS PKWYTOHS WWTP PROPOSED PUMP STATION IMPACT AREA 2 PROJECT LOCATION IMPACT AREA 1 IMPACT AREA 3 IMPACT AREA 4 IMPACT AREA 5 IMPACT AREA 6 IMPACT AREA 8 IMPACT AREA 7 24" RCP WETLAND A R E A W 2 0 (LINEAR WE T L A N D ) INV: 255.52' INV: 256.68' WOODS C R E E K R O A D 60' PUBLI C R I G H T O F WAY 26 5 ' 260' 260'260'260'260' 25 5 ' 255' 255'255'250'250'250' 250' DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 24" RCP WETLAND A R E A W 2 0 (LINEAR WE T L A N D ) INV: 255.52' INV: 256.68' WOODS C R E E K R O A D 60' PUBLI C R I G H T O F WAY 26 5 ' 260' 260'260'260'260' 25 5 ' 255' 255'255'250'250'250' 250' DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692XXCH E M I C A L S Y S T E M I S D E S I G N E D T O C O N T R O L T H E G E N E R A T I O N O F H Y D R O G E N S U L F I D E W I T H I N T H E F O R C E M A I N . TH E C H E M I C A L S H A L L B E A N A Q U E O U S S O L U T I O N O F C A L C I U M N I T R A T E . CO N T R A C T O R T O F U R N I S H C O N C R E T E C O N T A I N M E N T S T R U C T U R E W I T H A L L I N - S L A B P I P I N G A N D C O N D U I T . CO N T A I N M E N T W A L L T O H A V E I N S I D E D I M E N S I O N S O F 1 5 ' x 1 5 ' x 2 ' W I T H T H E A B I L I T Y T O C O N T A I N A P P R O X I M A T E L Y 2 , 5 0 0 - G A L L O N S O F C H E M I C A L . UTI L I Z E S W E E P S O N L Y ( N O E L B O W S ) F O R C O N D U I T D I R E C T I O N A L C H A N G E S . C O N T R A C T O R T O F U R N I S H A N D I N S T A L L A L L N E C E S S A R Y S L A B O P E N I N G S , S L E E V E S , A N D S E A L A N T . CO N T R A C T O R T O F U R N I S H A N D I N S T A L L A L L N E C E S S A R Y H A N G E R S , S U P P O R T S , A N D B L O C K I N G F O R P I P I N G . AL L H A R D W A R E R E Q U I R E D F O R I N S T A L L A T I O N S H A L L B E 3 1 6 S T A I N L E S S S T E E L . 2" P V C D R A I N W I T H P L A S T I C B A L L V A L V E A N D S P L A S H P A D F M FM FM FM FM FM FM FM FM SF SFSF SF SF 13 + 0 0 14+ 0 0 15+0 0 16+00 17+00 18+00 PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 1A PERMANENT (NO PERMANENT LOSS) STREAM IMPACT TEMPORARY CONSTRUCTION ACCESS 65 LF (511 SF) IMPACT AREA 1B PERMANENT (NO PERMANENT LOSS) STREAM IMPACT TEMPORARY CONSTRUCTION ACCESS 39 LF (1,065 SF) 40 LF OF 26"Ø STEEL CASING INSTALLED BY OPEN-CUT 50 LF OF 26"Ø STEEL CASING INSTALLED BY OPEN-CUT STREAM L STREAM N EX TOP OF BANK, TYP. EX. 100 YR FLOODLINE EX. FLOODWAY STREAM M 14+00 14+50 15+00 15+50 16+00 16+50 50 LF OF 26" STEEL CASING 0.25" THK 40 L F O F 2 6 " S T E E L C A S I N G 0.25 " T H K STREAM H (CS)STREAM B (CS)4.5' MIN. COVER PROPOSED 14" FORCEMAIN EX. GRADE "KEYED-IN" RIPRAP "KEYED-IN" RIPRAP 240 245 250 255 260 265 240 245 250 255 260 265 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 1 MAP C 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PROPOSED 10' TEMP. CONSTRUCTION EASEMENT PROPOSED 30' PERMANENT UTILITY EASEMENT IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM SCALE: 1" = 50' HORIZ. 1" = 5' VERT. XXX XX X XXX XG G G G G G G G G G G G G W W W WWWWWW W W W W W W W W W W W W W W W W R R R R R R RR R T T T T T T T T T T T T R R R R R R R R R R R FO FO FO FO FO FO FO FO FO FO FO OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEWF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAND ARE A 1 WETLAND ARE A 2 CURB INLET TOP: 309.71' DROP INLET TOP: 312.35' INV OUT: 307 . 1 0 ' CURB INLET TOP: 305.72' INV IN: 299.1 2 ' INV OUT: 298 . 9 4 ' 15" R C P 15" RCP 15" RCP 15" RCP24" RCP15" RCP 18" RCP 15" RCP24" RCPSIGNCURB INLET TOP: 302.24' INV IN: 297.0 6 ' ( N W ) INV IN: 296.9 9 ' ( N E ) INV OUT: 296 . 9 1 ' ( S E ) DROP INLET TOP: 302.74' INV OUT: 297 . 4 4 ' CURB INLET TOP: 299.55' INV IN: 293.8 9 ' ( N W ) INV IN: 294.5 7 ' ( N E ) INV OUT: 293 . 8 4 ' ( S E ) 24" RCP INV: 296.65' DROP INLET TOP: 301.34' INV OUT: 296 . 4 5 ' 24" RCP INV: 293.13' 20' PUBLIC DR A I N A G E E A S E M E N T per BM 2018, P G 2 0 0 3 30' STREETYA R D B U F F E R COS 3TWELVE OAKS PHASE 9SECTION 1BBM 2018, PG 2003DB 16829, PG 573PIN 0740013687MUL LER OAK DR IVE 5 1 ' PUB L IC R IGHT OF WAYPPPPPPPPPP310'310'305' 305' 300' 300'300' 295' 30' DUKE ENE R G Y PROGRESS EASEMENT per BM 2018, P G 2 0 0 3 TRACT A WAKE COUNTY PROPERTY BM 1988, PG 782 DB 4803, PG 67 PIN 0740026492 XXX XX X XXX XG G G G G G G G G G G G G W W W WWWWWW W W W W W W W W W W W W W W W W R R R R R R RR R T T T T T T T T T T T T R R R R R R R R R R R FO FO FO FO FO FO FO FO FO FO FO OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEWF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAND ARE A 1 WETLAND ARE A 2 CURB INLET TOP: 309.71' DROP INLET TOP: 312.35' INV OUT: 307 . 1 0 ' CURB INLET TOP: 305.72' INV IN: 299.1 2 ' INV OUT: 298 . 9 4 ' 15" R C P 15" RCP 15" RCP 15" RCP24" RCP15" RCP 18" RCP 15" RCP24" RCPSIGNCURB INLET TOP: 302.24' INV IN: 297.0 6 ' ( N W ) INV IN: 296.9 9 ' ( N E ) INV OUT: 296 . 9 1 ' ( S E ) DROP INLET TOP: 302.74' INV OUT: 297 . 4 4 ' CURB INLET TOP: 299.55' INV IN: 293.8 9 ' ( N W ) INV IN: 294.5 7 ' ( N E ) INV OUT: 293 . 8 4 ' ( S E ) 24" RCP INV: 296.65' DROP INLET TOP: 301.34' INV OUT: 296 . 4 5 ' 24" RCP INV: 293.13' 20' PUBLIC DR A I N A G E E A S E M E N T per BM 2018, P G 2 0 0 3 30' STREETYA R D B U F F E R COS 3TWELVE OAKS PHASE 9SECTION 1BBM 2018, PG 2003DB 16829, PG 573PIN 0740013687MUL LER OAK DR IVE 5 1 ' PUB L IC R IGHT OF WAYPPPPPPPPPP310'310'305' 305' 300' 300'300' 295' 30' DUKE ENE R G Y PROGRESS EASEMENT per BM 2018, P G 2 0 0 3 TRACT A WAKE COUNTY PROPERTY BM 1988, PG 782 DB 4803, PG 67 PIN 0740026492 FM FM FM FM FM FM FM FM FM FM FM PROPOSED VAR. WIDTH PERMANENT UTILITY EASEMENT PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 2 TEMPORARY WETLAND IMPACT TEMPORARY CONSTRUCTION ACCESS 744 SF IMPACT AREA 2 PERMANENT WETLAND IMPACT 10' MAINTAINED CORRIDOR ACCESS 444 SF 10' MAINTAINED CORRIDOR WETLAND W39 WETLAND W42 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN WETLAND IMPACT AREA 2 MAP D 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM G GGGGGGGGWWWWW W W W W W W W W W W W R R R R R R R R R R RRRWWWWWOHEOHEOHEOHEOHEOHEOHE OHEABANDONED 30' TOWN OF H O L L Y S P R I N G S B U F F E R (30' FROM T O P B A N K ) per FIRM MA P N U M B E R 3 7 2 0 0 7 4 0 0 0 J , D A T E D 5 / 2 / 2 0 0 6 AND MAP NU M B E R 3 7 2 0 0 6 4 9 0 0 J , D A T E D 5 / 2 / 2 0 0 6 PP265'265'265'265' 265' 265'265'265'265'265'265'265'260'260'260' MOSELY FAMILY VENTURES II, DB 8398, PG 1536 BM 1999, PG 1759 PIN 0649096118 MOSELY FAMILY VENTURES II, LLC DB 8398, PG 1536 BM 1999, PG 1759 PIN 0649096118 DUKE PROGRESS ENERGY RESIDUAL AREA "MAE OMIE H. MOSELY and CAROLINA POWER AND LIGHT COMPANY" BM 1999, PG 1759 DB 15289, PG 2437 PIN 0649298326 MOSELY FAMILY VENTURES II, LLC DB 8458, PG 2302 BM 1999, PG 1759 PIN 0730907566 OLD HOLLY SPRING S A P E X R O A D 60' PUBLIC RIGHT O F W A Y G GGGGGGGGWWWWW W W W W W W W W W W W R R R R R R R R R R RRRWWWWWOHEOHEOHEOHEOHEOHEOHE OHEABANDONED 30' TOWN OF H O L L Y S P R I N G S B U F F E R (30' FROM T O P B A N K ) per FIRM MA P N U M B E R 3 7 2 0 0 7 4 0 0 0 J , D A T E D 5 / 2 / 2 0 0 6 AND MAP NU M B E R 3 7 2 0 0 6 4 9 0 0 J , D A T E D 5 / 2 / 2 0 0 6 PP265'265'265'265' 265' 265'265'265'265'265'265'265'260'260'260' MOSELY FAMILY VENTURES II, DB 8398, PG 1536 BM 1999, PG 1759 PIN 0649096118 MOSELY FAMILY VENTURES II, LLC DB 8398, PG 1536 BM 1999, PG 1759 PIN 0649096118 DUKE PROGRESS ENERGY RESIDUAL AREA "MAE OMIE H. MOSELY and CAROLINA POWER AND LIGHT COMPANY" BM 1999, PG 1759 DB 15289, PG 2437 PIN 0649298326 MOSELY FAMILY VENTURES II, LLC DB 8458, PG 2302 BM 1999, PG 1759 PIN 0730907566 OLD HOLLY SPRING S A P E X R O A D 60' PUBLIC RIGHT O F W A YFMFM FMFMFMFMFMFMFMSFSFSFSFSFSFSF71+00 72+00 73+00 74+00 75+00 PROPOSED 10' TEMP. CONSTRUCTION EASEMENT PROPOSED 30' PERMANENT UTILITY EASEMENT PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 3 PERMANENT (NO PERMANENT LOSS) STREAM IMPACT TEMPORARY CONSTRUCTION ACCESS 109 LF (1,220 SF) 100 LF OF 26° STEEL CASING INSTALLED BY OPEN-CUT EX. TOP OF BANK, TYP. STREAM G2 STREAM F2 72+00 72+50 73+00 73+50 74+00 74+50 100 LF OF 26" STEEL CASING 0.25" THKSTREAM DSTREAM C4.5' MIN. COVER PROPOSED 14" FORCEMAIN EX. GRADE "KEYED-IN" RIPRAP 240 245 250 255 260 265 270 240 245 250 255 260 265 270 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 3 MAP E 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 420'420'420'415'415'410'410'405'405'400'400'395'390'390'UPPERMAN, SHIRLEY A STEPHENS, LILLE G DB 03-E, PG 2832 PIN 0649353198 NANCY GARCIA DB 16715, PG 1389 PIN 064934079 NIGEL AND SANDRA CRENSHAW DB 8498, PG 744 PIN 0649344892 HOWARD LESLIE DB 2294, PG 51 PIN 0649345789 30' TOWN OF H OLLY SPRINGS BUFFE R (30' FROM T OP BANK)420'420'420'415'415'410'410'405'405'400'400'395'390'390'UPPERMAN, SHIRLEY A STEPHENS, LILLE G DB 03-E, PG 2832 PIN 0649353198 NANCY GARCIA DB 16715, PG 1389 PIN 064934079 NIGEL AND SANDRA CRENSHAW DB 8498, PG 744 PIN 0649344892 HOWARD LESLIE DB 2294, PG 51 PIN 0649345789 30' TOWN OF H OLLY SPRINGS BUFFE R (30' FROM T OP BANK)FMFMFMFMFMFMFMFMFMFMFMFMFMSFSFSFSFSFSF SFSFSFSF138+00 139+00 140+00 141+00 142+00143+00144+00145+00PROPOSED 30' PERMANENT UTILITY EASEMENT PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 4 PERMANENT (NO PERMANENT LOSS) STREAM IMPACT PERMANENT ACCESS 77 LF (156 SF) STREAM H2 STREAM J4.5' MIN. COVER PROPOSED 14" FORCEMAIN EX. GRADE "KEYED-IN" RIPRAP 380 385 390 395 400 405 140+00 140+50 141+00 141+50 142+00 380 385 390 395 400 405 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 4 MAP F 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SSSSANIT A R Y S E W E R MANHO L E TOP: 4 2 1. 9 3'INV OU T: 4 1 6. 9 3'420'420'415'415'410'410'405'405'400'400'395'BAKER BUILDERS, INC DB 16953, PG 2586 PIN 0649348067 30' TOWN OF H OLLY SPRINGS BUFFE R (30' FROM T OP BA NK)SSSSANIT A R Y S E W E R MANHO L E TOP: 4 2 1. 9 3'INV OU T: 4 1 6. 9 3'420'420'415'415'410'410'405'405'400'400'395'BAKER BUILDERS, INC DB 16953, PG 2586 PIN 0649348067 30' TOWN OF H OLLY SPRINGS BUFFE R (30' FROM T OP BA NK)FMFMFMFMFMFMFMFMFMSFSF SF SF SFSF SF SF SF SF 149+00 150+00 151+00 152+00 153+00 PROPOSED 30' PERMANENT UTILITY EASEMENT PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 5 PERMANENT (NO PERMANENT LOSS) STREAM IMPACT PERMANENT ACCESS 30 LF (61 SF) STREAM J2 STREAM K4.5' MIN. COVER PROPOSED 14" FORCEMAIN EX. GRADE "KEYED-IN" RIPRAP 385 390 395 400 405 410 150+00 150+50 151+00 151+50 152+00 385 390 395 400 405 410 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 5 MAP G 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM SCALE: 1" = 50' HORIZ. 1" = 5' VERT. XXX XXXXXXXXXX X XXXXXXXXCE S SS S S D FOB FOB FOFOFOFOTTTTTTTTTTT CCCCCCCFOFOFOFO G G C EESSSSSS SSSSSSSSSSSS SS SSSSSSSSSSUUUUCCCCCCCG G FO C WWWWWWWWWWWWWWWFM EEEEEECCCWE T L A N D A R E A 4 WE T L A N D A R E A 5 3 0 ' TOW N O F HO L L Y S P R I NG S B U F F E R ( 3 0 ' F ROM TO P B A N K ) 15" CPP 1 8 " C P P 15" CPP S T O R M M A N H O L E T O P : 4 1 0 . 8 9 ' IN V I N : 4 0 4 . 6 7 ' ( W E S T ) IN V I N : 4 0 4 . 2 5 ' ( E A S T ) IN V O U T : 4 0 2 . 5 9 ' (S O U T H ) F E S I N V : 3 9 0 . 0 5 ' 42" RCP 24" RCP24" RCP INV: 397.18' A IT O P : 3 9 8 . 7 7 ' IN V : 3 9 6 . 0 4 ' 2 4 " R C P IN V : 3 9 6 . 1 6 ' 1 8 " R C P IN V : 3 9 4 . 0 0 ' 15" RCP 15" RCP15" RCP18" RCPC U R B I N L E T T O P : 4 0 1 . 7 1 ' IN V O U T : 3 9 7 . 5 5 ' C U R B I N L E T T O P : 4 0 2 . 0 0 ' IN V I N : 3 9 5 . 7 4 ' ( W E S T ) IN V I N : 3 9 4 . 7 5 ' ( S O U T H ) IN V O U T : 3 9 4 . 7 0 ' ( N O R T H ) C U R B I N L E T T O P : 4 0 3 . 0 1 ' IN V I N : 3 9 7 . 1 8 ' IN V O U T : 3 9 6 . 8 9 ' A I T O P : 4 0 1 . 5 9 ' IN V : 3 9 8 . 0 8 ' C U R B I N L E T T O P : 4 0 0 . 8 0 ' IN V O U T : 3 9 4 . 4 1 ' 1 5 " R C P IN V : 3 9 3 . 0 6 ' A I T O P : 4 1 1 . 0 0 ' IN V O U T : 4 0 5 . 5 1 ' 1 5 " R C P IN V : 4 0 0 . 4 1 '15" CPPA IT O P : 4 0 6 . 2 1 ' IN V O U T : 3 9 7 . 3 1 ' 1 8 " R C P IN V : 3 9 6 . 0 6 ' 2 0 ' T O W N O F H O L L Y S P R I N G S P R I V A T E D R A I N A G E E A S E M E N T p e r B M 2 0 1 2 , P G 1 1 1 8 NEWSPAP E R W A Y 60' PUBL I C R I G H T O F W A Y IRVING PARKWAY100' PUBLIC RIGHT OF WAY20' DRAIN A G E E A S E M E N T CENTERE D O N P I P E p e r B M 2 0 0 9 , PG 545 R I P R A P R I P R A P R I P R A P RIP RAP 415' 415' 410'410'410'4 0 5 ' 405'405'405'400'400' 4 0 0 '395'395'395'390'390' 385'385'30' SANITARY SEWEREASEMENT per BM 1990, PG 160TRACT 1 HOLLAND INDUSTRIAL PARK BM 2009, PG 545 BM 2017, PG 2538 DB 9041, PG 1711 PIN 0649430496 ABCZ DEVELOPMENT CO, LLC LOT 2 HOLLAND COMPANY INC BM 2005, PG 1101 DB 13825, PG 736 PIN 0649338038 POE PROPERTIES, LLC LOT 3 BM 2012, PG 1118 DB 13339, PG 1052 PIN 0649433281 WARP TECHNOLOGIES, INC LOT 53 BM 1988, PG 1461 DB 4578, PG 707 PIN 0649425785XXX XXXXXXXXXX X XXXXXXXXCE S SS S S D FOB FOB FOFOFOFOTTTTTTTTTTT CCCCCCCFOFOFOFO G G C EESSSSSS SSSSSSSSSSSS SS SSSSSSSSSSUUUUCCCCCCCG G FO C WWWWWWWWWWWWWWWFM EEEEEECCCWE T L A N D A R E A 4 WE T L A N D A R E A 5 3 0 ' TOW N O F HO L L Y S P R I NG S B U F F E R ( 3 0 ' F ROM TO P B A N K ) 15" CPP 1 8 " C P P 15" CPP S T O R M M A N H O L E T O P : 4 1 0 . 8 9 ' IN V I N : 4 0 4 . 6 7 ' ( W E S T ) IN V I N : 4 0 4 . 2 5 ' ( E A S T ) IN V O U T : 4 0 2 . 5 9 ' (S O U T H ) F E S I N V : 3 9 0 . 0 5 ' 42" RCP 24" RCP24" RCP INV: 397.18' A IT O P : 3 9 8 . 7 7 ' IN V : 3 9 6 . 0 4 ' 2 4 " R C P IN V : 3 9 6 . 1 6 ' 1 8 " R C P IN V : 3 9 4 . 0 0 ' 15" RCP 15" RCP15" RCP18" RCPC U R B I N L E T T O P : 4 0 1 . 7 1 ' IN V O U T : 3 9 7 . 5 5 ' C U R B I N L E T T O P : 4 0 2 . 0 0 ' IN V I N : 3 9 5 . 7 4 ' ( W E S T ) IN V I N : 3 9 4 . 7 5 ' ( S O U T H ) IN V O U T : 3 9 4 . 7 0 ' ( N O R T H ) C U R B I N L E T T O P : 4 0 3 . 0 1 ' IN V I N : 3 9 7 . 1 8 ' IN V O U T : 3 9 6 . 8 9 ' A I T O P : 4 0 1 . 5 9 ' IN V : 3 9 8 . 0 8 ' C U R B I N L E T T O P : 4 0 0 . 8 0 ' IN V O U T : 3 9 4 . 4 1 ' 1 5 " R C P IN V : 3 9 3 . 0 6 ' A I T O P : 4 1 1 . 0 0 ' IN V O U T : 4 0 5 . 5 1 ' 1 5 " R C P IN V : 4 0 0 . 4 1 '15" CPPA IT O P : 4 0 6 . 2 1 ' IN V O U T : 3 9 7 . 3 1 ' 1 8 " R C P IN V : 3 9 6 . 0 6 ' 2 0 ' T O W N O F H O L L Y S P R I N G S P R I V A T E D R A I N A G E E A S E M E N T p e r B M 2 0 1 2 , P G 1 1 1 8 NEWSPAP E R W A Y 60' PUBL I C R I G H T O F W A Y IRVING PARKWAY100' PUBLIC RIGHT OF WAY20' DRAIN A G E E A S E M E N T CENTERE D O N P I P E p e r B M 2 0 0 9 , PG 545 R I P R A P R I P R A P R I P R A P RIP RAP 415' 415' 410'410'410'4 0 5 ' 405'405'405'400'400' 4 0 0 '395'395'395'390'390' 385'385'30' SANITARY SEWEREASEMENT per BM 1990, PG 160TRACT 1 HOLLAND INDUSTRIAL PARK BM 2009, PG 545 BM 2017, PG 2538 DB 9041, PG 1711 PIN 0649430496 ABCZ DEVELOPMENT CO, LLC LOT 2 HOLLAND COMPANY INC BM 2005, PG 1101 DB 13825, PG 736 PIN 0649338038 POE PROPERTIES, LLC LOT 3 BM 2012, PG 1118 DB 13339, PG 1052 PIN 0649433281 WARP TECHNOLOGIES, INC LOT 53 BM 1988, PG 1461 DB 4578, PG 707 PIN 0649425785 FM FMFM FM FM FMFMSF SFSFSF SF SF 162+00 163+00164+ 0 0 165+00 166+00167+00168+00PROPOSED 30' PERMANENT UTILITY EASEMENT PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 6 PERMANENT (NO PERMANENT LOSS) STREAM IMPACT TEMPORARY CONSTRUCTION ACCESS 55 LF (598 SF) STREAM K2 EX. TOP OF BANK, TYP. 8" SEWER 8" SEWER 16" FORCE MAIN GAS TEL 12" WATER GAS FIBER OPTIC CATV ELEC FIBER OPTIC GAS ELEC 24" RCP STORM DRAIN 100 LF OF 26" ST E EL C A SI N G 0.25" THKSTREAM E4.5' MIN. COVER PROPOSED 14" FORCEMAIN EX. GRADE "KEYED-IN" RIPRAP 375 380 385 390 395 400 164+00 164+50 165+00 165+50 166+00 375 380 385 390 395 400 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 6 MAP H 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' HORIZ. 1" = 5' VERT. X XXX X X X X X X XXCCEEECHHFOBFOBWE E E E E E E E E E ECTCC FO FO FO FO FO FO FO FO FO FO FOFOFOFO TT T T T E E E E FOT T T T TT T T T T T CC TT TW W W W W W W W W W W W W W W W W W W E E E E E E EWETLAND AREA 6 18" RCP INV: 407.82' INV: 407.82' 3 0 " RCP INV: 385.43' CURB INLET TOP: 394.32' FULL OF MUD AI TOP: 391.00' FULL OF MUD CURB INLET TOP: 385.65' INV OUT: 378.56' CURB INLET TOP: 385.41' INV IN: 378.13' INV OUT: 378.09' STORM MAN HOLE TOP: 388.10' INV IN: 376.99' INV OUT: 376.95' 20' DRAINAGE EASEMENT per BM 1998, PG 1031 POND 20' WATERLINE EASEMENT per BM 1998, PG 1031 IRVING P A R K W A Y 100' PUBL I C R I G H T O F W A Y 415'410'410'410'405'400'400'395'395'390'390'JJKL INVESTMENTS LLC 1 600 IRVING PARKWAY, LLC LOT 3B STATE EMPLOYEES CREDIT UNION LOT 3 BM 2004, PG 1906 DB 11666, PG 1405 PIN 0649427230 WARP TECHNOLOGIES, INC LOT 53 BM 1988, PG 1461 DB 4578, PG 707 PIN 0649425785 X XXX X X X X X X XXCCEEECHHFOBFOBWE E E E E E E E E E ECTCC FO FO FO FO FO FO FO FO FO FO FOFOFOFO TT T T T E E E E FOT T T T TT T T T T T CC TT TW W W W W W W W W W W W W W W W W W W E E E E E E EWETLAND AREA 6 18" RCP INV: 407.82' INV: 407.82' 3 0 " RCP INV: 385.43' CURB INLET TOP: 394.32' FULL OF MUD AI TOP: 391.00' FULL OF MUD CURB INLET TOP: 385.65' INV OUT: 378.56' CURB INLET TOP: 385.41' INV IN: 378.13' INV OUT: 378.09' STORM MAN HOLE TOP: 388.10' INV IN: 376.99' INV OUT: 376.95' 20' DRAINAGE EASEMENT per BM 1998, PG 1031 POND 20' WATERLINE EASEMENT per BM 1998, PG 1031 IRVING P A R K W A Y 100' PUBL I C R I G H T O F W A Y 415'410'410'410'405'400'400'395'395'390'390'JJKL INVESTMENTS LLC 1 600 IRVING PARKWAY, LLC LOT 3B STATE EMPLOYEES CREDIT UNION LOT 3 BM 2004, PG 1906 DB 11666, PG 1405 PIN 0649427230 WARP TECHNOLOGIES, INC LOT 53 BM 1988, PG 1461 DB 4578, PG 707 PIN 0649425785 FM FM FM FM FM FM FM FM FM EX. 100' PUBLIC R/WPROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 7 TEMPORARY WETLAND IMPACT TEMPORARY CONSTRUCTION ACCESS 120 SF 10' MAINTAINED CORRIDOR WETLAND W41 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN WETLAND IMPACT AREA 7 MAP I 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM FOFOFO FOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFMFMFMFMFMFMFMFMFMR R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W 30' TOWN OF HOLLY SPRINGS BUFFER (30' FROM TOP BANK) 20' WATERLINE EASEMENT per BM 1998, PG 1031 PERMANENT DRAINAGE EASEMENT per BM 2006, PG 2122 IRVING PARKWAY EXTENSION 50' PUBLIC RIGHT OF WAY per BM 2005, PG 85 RIP RAP380'375'370'365'365'360'360'355'355'350'KWANG S WOO and IN JA WOO BM 2008, PG 600 DB 17351, PG 1876 PIN 0649319322 GARRETT CARTER and CARTER-GARNER SPRINGS, LLC BM 2008, PG 1640 DB 11165, PG 705 PIN 0649418561 10' PERMANENT UTILITY EASEMENT per BM 2007, PG 600FOFO FO FOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFMFMFMFMFMFMFMFMFMR R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W 30' TOWN OF HOLLY SPRINGS BUFFER (30' FROM TOP BANK) 20' WATERLINE EASEMENT per BM 1998, PG 1031 PERMANENT DRAINAGE EASEMENT per BM 2006, PG 2122 IRVING PARKWAY EXTENSION 50' PUBLIC RIGHT OF WAY per BM 2005, PG 85 RIP RAP380'375'370'365'365'360'360'355'355'350'KWANG S WOO and IN JA WOO BM 2008, PG 600 DB 17351, PG 1876 PIN 0649319322 GARRETT CARTER and CARTER-GARNER SPRINGS, LLC BM 2008, PG 1640 DB 11165, PG 705 PIN 0649418561 10' PERMANENT UTILITY EASEMENT per BM 2007, PG 600FMFM FMFMFMFMFMFMFMSF SF SF S F SFSFSFSFSFSF SF SF SF 180+00 181+00 182+00 183+00 184+00 185+00 EX. 50' PUBLIC R/W PROPOSED 14" FORCEMAIN LIMITS OF DISTURBANCE IMPACT AREA 8 PERMANENT (NO PERMANENT LOSS) STREAM IMPACT TEMPORARY CONSTRUCTION ACCESS 37 LF (277 SF) STREAM L2 EX. TOP OF BANK, TYP.STREAM O4.5' MIN. COVER PROPOSED 14" FORCEMAIN EX. GRADE "KEYED-IN" RIPRAP 345 350 355 360 365 182+00 182+50 183+00 183+50 184+00 345 350 355 360 365 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ Planners [ STrveyors 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 06.03.2020 AS NOTED HOLLY SPRINGS NORTH CAROLINADAM PAP WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS) SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 8 MAP J 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 IMPACT LEGEND PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS) TEMPORARY WETLANDS PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS) PERMANENT STREAM TEMPORARY STREAM SCALE: 1" = 50' HORIZ. 1" = 5' VERT. PRELIMINARY NOT APPROVED FOR CONSTRUCTION K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\Construction\PS and Offiste sewer\Sheets-Details.dwg- Tuesday, June 2, 2020 4:02:10 PM - MCCLURE, DAVIDNo. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.WithersRavenel $ngineers [ /lanners [ Surveyors 115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10 04.27.2020 As Noted Holly Springs Wake County North Carolina DAM PAP JWW CAROLINA SPRINGS SEWAGE PUMP STATION #1 AND FORCE MAIN EROSION CONTROL DETAILS 25 TEMPORARY STREAM CROSSING BYPASS NOT TO SCALE PUMP PROPOSED EARTH BERM, TYP CLASS "I" RIP-RAP TEMPORARY CONSTRUCTION STREAM CROSSING PROPOSED EARTH BERM, TYP SEDIMENT BAGCROSSING PIPE CLASS "I" RIP-RAP POLYETHYLENE FABRIC ON FACE (8 MIL THICK)PROPOSED EARTH BERM (TYP) TOP OF BANK POLYETHYLENE FABRIC ON FACE (8 MIL THICK) TEMPORARY STONE DAM CROSSING PIPE EX STREAM BOTTOM POLYETHYLENE FABRIC ON FACE (8 MIL THICK) TEMPORARY CMP 12' MIN CONSTRUCTION EASEMENT (SEE NOTE 4) 12' MIN 18" MIN NOTES: 1.EROSION STONE TO BE "CLASS I" RIP-RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN. 2.TEMPORARY CMP PIPE SIZE AND AMOUNT NEEDED AS SHOWN ON PLANS. 3.PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR. 4.WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS. ANY DISTRUBANCE(S) EXCEEDING WHAT IS SHOWN ON PLANS MAY REQUIRE ADDITIONAL WATER QUALITY PERMITTING. CONSTRUCTION SEQUENCE 1.INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. 2.INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH POLYETHYLENE FACING. 3.INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF STREAM IN THE CONSTRUCTION AREA. 4.INSTALL SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER BAG. 5.INSTALL THE NEW PIPELINE. 6.UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, POLYETHYLENE, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. 7.REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND STABILIZE AREAS AS INDICATED ON DRAWINGS. MAINTENANCE NOTES: 1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1 2 INCH OR MORE OF RAIN. 2.REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY. 3.REMOVE COLLECTED SEDIMENT FROM STONE/RIPRAP AREAS AS NECESSARY. TOPDRESS WITH 2", WASHED STONE AS NECESSARY. FROM PUMPFLOW ÞFLOW Þ PIPE FLOW ÞTO PUMP PLAN SECTION A-A STREAM FLOW Þ A A *INSTALL SANDBAGS IN PIPE INVERT & FABRIC WHILE PUMPING AROUND DURING CONSTRUCTION IN STREAM. **REMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH PIPE WHEN NOT PUMPING AROUND. 5' MIN * ** STREAM FLOW Þ TEMPORARY CMP PUMP FLOW Þ NC OneMap Wake County GIS1" = 500' Scale: Deborah Shirley Project Mgr.: .ðð ððððððððððPond Pond Pond * * 1 0 0 / W Pond rip rap Wetlands offsite (not flagged) Roadside ditch Drainage area. Soils are red and not believed to be hydric Wetlands flagged previously ððRoadside ditch Existing Sewer Manholes ð: : : HOLLY SPRINGS NEW HILL RD GREEN OAKS PKWY GB AL F ORD HWYANCIENT OAKS DRSOUR MASH CT KING OAK ST C E D A R W R E N LN C L I M B IN G TR E E T R L MINT JULEP WAY U T LE Y B LU FFS D R T RI NI T Y CREEK DRDUCK BRANCH DRB E R M AN E D G E RD HARTSHORN CTEDGEGROVE LNSCARLET TANAGER CIRSTABLE RIDGE DRCHICKASAW PLUM DRMAGNOLIA MEADOW WAY NCCGIA 0 1,000 2,000500 Feet Project No. 13152.W19 12/12/2019 Prepared by: CB Legend Proposed offsite sewer line Proposed Offsite Sewer Line Carolina Springs Property Boundary Offsite Sewer Line Option 3 Potentially Jurisdictional Perennial Stream Potentially Jurisdictional Intermittent Stream Potentially Jurisdictional Ditch/Gully Potentially Jurisdictional Ephemeral Stream Potentially Jurisdictional Linear Wetland Potentially Jurisdictional Pond Potentially Jurisdictional Wetland Potential 30' Town of Holly Springs Buffer Wetland Sketch Map Town of Holly Springs-Carolina SpringsOffsite Force Main Detailed Delineation of Waters of the US Suitable for Preliminary Planning Only S&EC reserves the right to modify this map based on more fieldwork, and any other additional information. Approximations were mapped using topographic maps, air photos and ground truthing. If the site is going to be disturbed, S&EC’s detailed delineation should be approved and permitted by the U.S. Army Corps of Engineers as required. If the user of this work desires an accurate map of the regulated features flagged by S&EC, they should retain a NC Registered Professional Land Surveyor to locate S&EC’s flagging. & ( ) W *) + - / . 0 DP1A DP2A