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HomeMy WebLinkAbout20170693 Ver 1_401 Application_20170617TV THE WOOTEN COMPANY 120 North Boylan Avenue Raleigh, NC 27603 919.828.0531 Fax 919.834.3589 May 12, 2017 Reviewing Engineer NCDWR 401 & Buffer Permitting Branch 512 N. Salisbury St. Raleigh, NC 27604 Re: Pre -Construction Notification Application Sewer System Improvements Johnston County, North Carolina TWC No. 2848-K Dear Reviewing Engineer: 2 0 1 70 6 93 On behalf of Johnston County, please find enclosed for your review the Pre -Construction Notification Application, along with a signed permit fee check from Johnston County for 240.00, regarding the above referenced project, which includes: • Signed Pre -Construction Notification (PCN) Application • Attached Supplemental Information Sheet • Applicable Construction Drawings • USGS maps showing location of project and stream impacts • SCS Soils maps showing location of project and stream impacts This project proposes to construct approximately 8,450 linear feet of gravity sewer ranging in size from 12" to 16" in diameter. Additionally, one (1) 1,000 gallons per minute wastewater pump station will be constructed, and one (1) 312 gallons per minute wastewater pump station will be decommissioned. I trust this information is sufficient for your review; however, if you should have any questions or require additional information, please do not hesitate to contact me at 919- 828-0531 or pgalan@thewootencompany.com. Sincerely, THE WOOTEN COMPANY _�r_ 4_. Walan, E.I. Enclosures: As stated. cc: Ms. Kim Rineer, Johnston County (letter only) D TWC File (letter only) JUN 0 5 2017 O/��OFryWAj7F�,C o qqi� r Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: NWP 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑X Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑X 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 ❑X No For the record only for Corps Permit: ❑ Yes ❑X 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. ❑X Yes ❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes X❑ No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes Q No 2. Project Information 2a. Name of project: Swift Creek Interceptor and Pump Station 2b. County: Johnston 2c. Nearest municipality / town: Clayton 2d. Subdivision name: N/A - Linear Project 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Johnston County - (Easements) 3b. Deed Book and Page No. N/A - Linear Project - (Easements) 3c. Responsible Party (for LLC if applicable): N/A - Linear Project 3d. Street address: P.O. Box 2263 3e. City, state, zip: Smithfield, NC 27577 3f. Telephone no.: 919-989-5075 3g. Fax no.: 919-934-7174 3h. Email address: rick.hester@johnstonnc.com Page 1 of 10 PCN Form — Version 1.4 January 2009 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: D. Lee Campbell, Jr., P.E. 5b. Business name (if applicable): The Wooten Company 5c. Street address: 120 N. Boylan Ave. 5d. City, state, zip: Raleigh, NC 27603 5e. Telephone no.: 919-828-0531 5f. Fax no.: 919-834-3589 5g. Email address: Icampbell@thewootencompany.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A - Linear Project 1b. Site coordinates (in decimal degrees): Latitude: 35.606 Longitude: -78.543 1 c. Property size: linear Project, acres disturbed: appx. 9 2. Surface Waters 2a. Name of nearest body of water to proposed project: Swift Creek 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse 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: See attachment for more detail 3b. List the total estimated acreage of all existing wetlands on the property: 2.34" 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 98" 3d. Explain the purpose of the proposed project: Gravity Sewer line extension (appx. 8,450 LF) to decommission existing pump station and add new pump station. 3e. Describe the overall project in detail, including the type of equipment to be used: See attachment for more detail. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall riot phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? M Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. if yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 1/17/2017 (see email correspondence attached) 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes 0 No 6b, if yes, explain. Page 3 of 10 PCN Form —Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑X Streams —tributaries X❑ 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 impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporary W1 P Trenching for Utilities Riverine Swamp Forest Yes Corps 0.59 W2 T Trenching for Utilities Riverine Swamp Forest Yes Corps 1.75 W3 W4 W5 W6 2g. Total Wetland Impacts: 2.34 2h. Comments: See attachment for full 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 (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 T Trenching for Utilities UT to Swift Creek PER Corps 10 40 S2 T Trenching for Utilities UT to Swift Creek PER Corps 5 40 S3 T Trenching for Utilities UT to Swift Creek PER Corps 7 40 S4 T Trenching for Utilities UT to Swift Creek PER Corps 29 40 S5 T Trenching for Utilities Swift Creek PER Corps 47 40 S6 3h. Total stream and tributary impacts 200 3i. Comments: Total stream impacts is zero (0) due to each impact being a temporary impact for construction only. The Installation will be bellow the stream bed, and once construction is complete original conditions (including elevation and contours) will be reestablished. Accordingly, all streams impacts are considered temporary impacts. Page 4 of 10 PCN Form — Version 1.4 January 2009 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. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose Q3 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Q Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet —Temporary B1 P Trenching for Utilities Swift Creek/UT to Swift Creek No 3,060 2,055 B2 T Trenching for Utilities Swift Creek/UT to Swift Creek No 9,185 6,215 B3 B4 B5 B6 6h. Total Buffer Impacts: 12,245 8,270 6i. Comments: See attachment for full explanation. Page 5 of 10 D. impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Where it is feasible, the new installations are designed to keep the stream, buffer, and wetlands crossings as close to 90 degrees as possible. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Proper erosion control techniques will be used throughout the construction process, Including the use of silt fence, silt fence outlets, properly designed and installed construction entrances, tree protection fencing, and rock check dams. 2. CompensatoEy 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? ❑X Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): Q DWQ ❑X Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form —Version 1.4 January 2009 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 Yes Q No buffer mitigation? 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. 6c. 6d. fie. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ❑X 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. ❑ YesX❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0 2b. Does this project require a Stormwater Management Plan? ❑ Yes 0 No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No impervious area will be added to the project area as a result of this project. An erosion and sedimentation control permit will be required, but will be only stormwater discharge permit needed. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: N/A 2e. Who will be responsible for the review of the Stormwater Management Plan? NIA 3. Certified Local Government Stormwater Review N/A 3a. In which local ovemment's jurisdiction is thisproject? ❑ Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW USMP apply (check all that apply): HWater Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑ No attached? 4. DWQ Stormwater Program Review N/A ❑Coastal counties ❑ HQW 4a. Which of the following state -implemented stormwater management programs applyORW (check all that apply): HSession Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review N/A 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 8 of 10 PCN Form —Version 1.4 January 2009 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? 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 ❑ Yes ❑x 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 ❑ Yes © No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1301)), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? El Yes Q 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 ❑X 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. Based on the NCDEQ Sewer Fast Track permit application, this project will not generate any new wastewater. The installation is serving as a connection between an existing pump station (to be decommissioned) and a new, larger pump station. No Services lines will be extended to parcels in proximity to this Installation. It Is conceivable that the large pump station will result in future Impact, however, the higher capacity of the pump station will enable Johnston County to direct new development into this pump station to be treated at the County VANTP. As of the application date of this permit, there are no tangible or theoretical plans for development In the area. 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. Any new wastewater generated in the area or redirected Into the new pump station will be treated by the Johnston County WWrP. Again, it is unlikely that the new generation will be Imminent, but any new generation as a result of this project will be directed into the County VWVTP. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or R Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? http://ncnhp.org/web/nhp/database-search - Endangered Species http:/Ifws.maps.arcgis.com/home/webmap/viewer.html?webmap=9d8de5e265ad4feO9893cf75b8dbfb77 - Designated Critical Habitat 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Eg No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? http://Www.habitat.noaa.gov/protecUonlefh/ethmapper/ 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 ❑X 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? http://gfs.ncdcr.gov/hpoweb/ 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: Where this project is in the floodplain, it is an underground installation, with the exception of manholes to be installed. Those manholes will be installed as watertight manholes to prevent potential floodwaters from infiltrating into the sewer system. 8c. What source(s) did you use to make the floodplain determination? http:llwww.ncfloodmaps.com t�ick � . A-I.s'�e.r Cmn4i P4-nac vv- y " -,l 7 Applicant/Agent's Printed Name Date Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 fires EBX-Neuse I, LLC Stream and Wetland Banks Statement of Availability April 3, 2017 U.S. Army Corps of Engineers Samantha Dailey Raleigh Regulatory Field Office 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re Project: Sewer System Improvements This document confirms that the Johnston County (Applicant) for the Sewer System Improvements (Project) has expressed an interest to utilize 0.59 Riparian Wetland Mitigation Credits from the EBX- Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically from the Arrington Bridge III Site, in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at this time. These mitigation credits are not considered secured, and consequently are eligible to be used for alternate purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits/units. The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the pen -nit number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 919-209-1052. Best Regards, C4,4- /� &,L -- Cara S. Conder Resource Environmental Solutions, LLC 302 Jefferson Street, Suite 110 Raleigh, NC 27605 B3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application (continued from PCN): This sanitary sewer improvements project occurs along Swift Creek outside of all town and/or city limits but closest to Willow Springs, NC and Clayton, NC. This project consists of installing approximately 8,450 linear feet of gravity sewer as well as building a new 1,000 gallons per minute pump station and decommissioning one existing 312 gallons per minute pump station. The project corridor runs across open land, with the exception of two crossings of NCDOT-maintained roadways. Gravity sewer installations across open land will be performed by open trenching, while installations across NCDOT roadways will be performed by dry bore -and -jack. The project corridor will cross Swift Creek and unnamed tributaries to Swift Creek multiple times, and also runs through wetlands. Jurisdictional determinations for wetlands and streams were performed by Carolina Ecosystems and have been verified by NCDEQ Division of Water Resources (01/17/2017). Existing conditions throughout the project corridor include riparian wetlands, streams, wooded areas, roadways, and cleared privately -owned land. B3b. List the total estimated acreage of all existing wetlands on the property (continued from PCN): This value consists of the area of wetlands within the limits of disturbance in the project corridor. The full acreage of wetlands in the surrounding area is higher than this, but the impacted wetlands are listed as calculated. B3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property. This value is the summation of the average widths of all the stream crossings in the installation. The full length of streams on the property is higher than this, but the impacted streams are listed as calculated. B3e. Describe the overall project in detail, including the type of equipment to be used (continued from PCN): Johnston County Public Utilities will add a new 1,000 gallons per minute pump station and approximately 8,450 linear feet of 12- and 16 -inch gravity sewer. By adding this infrastructure, an existing older 312 gallons per minute pump station can be decommissioned. As stated above, this installation will cross NCDOT rights of way as well as run through open land, including through wetlands, across streams and roadways, and through forested and landscaped areas. Equipment used will include track hoe excavators, front end loaders, dump trucks, and pickup trucks. C2h. Comments (continued from PCN): The limits of disturbance for this project are a 40 -foot wide corridor along the entire length of the gravity sewer installation. The permanent impacts throughout the project consist of a 10 -foot maintenance corridor to be permanently maintained upon completion of the project, while the temporary impacts consist of the remaining 30 - foot width outside of the permanent maintenance corridor but inside the limits of disturbance. Accordingly, the permanently impacted wetland area is the 10 -foot wide corridor along the length of the installation that is inside the delineated wetland area, and the temporarily impacted wetland quantity is the remaining area both within delineated wetlands and inside the limits of disturbance. Upon completion of the gravity sewer improvements, the permanently disturbed wetlands will be seeded and allowed to reestablish as small -basin wetlands. The temporarily disturbed wetlands will be allowed to reestablish to original conditions upon construction completion. C6i. Comments Per 15A NCAC 02B .023 3, neither Zone 1 nor Zone 2 buffering mitigation is required for B 1 or B2, as subitem #6 (Table of Uses) states "Non-utility line perpendicular crossing of streams: Perpendicular crossings that disturb greater than 40 linear feet of riparian buffer with a maintenance width greater than 10 feet in width: Allowable". P73 + r wdlion F. ios4r. Ir. 'o- r --,, __l• MANHOLE N0.8 PQJ: 163700.76-05 r STA 17+40.50 r. r 4 231-24'4S" 3-Petrdeum Pipeline ' r NAD 83 (107 7) r y 'Se•� r W,t/Mnnds r B2 l'y r 7 /r` r S Ir\ r r r r y r r MANHOLE No,9 B1 __-�:_'_--_\_��_•_' �.\;/�� �\ ��``''g `�/.r \` y;\r\` \`r�-r \\ r\ \. `r'.!d - v :-r t;•r`"v.��`^`\Iyiy`r\ r ` :yamr'�B�2`J.y.� `+t\ ia � \rA/�r 'eIY '�+�y\\-t1r' y1 �r,\r'-✓rr\r `r�+" \r -y�-rrr r,r ��r • rr r r \ y.\r -Wrr•l�ey�rtrl\ynr�y drs+e \r-=+\ ,irr`\r'rv� r".r vy.r y\ c rr , _r\ \r+\ ` rAxJr3Fr r_ rr \ rr rry r +` y r rr-r'r STA FA y.r 2a1`r +•y 5y3r y .7r'I6L r y y ry —r+J°yyc`r — a` �y --r+ yter - Y' rr "t` r \\r"r 'o;y�yy •�rr rrrr �or y rD 4r/y, & `B" '° 119" -rS/F8r� / dwsl+eH/r��,F/(,r/r•+ar/%Fr y St t T1y`qr %r•�+r 3. p.r a e,na i e~nB� Z ySTA 16+42 816"GRAVITY SEWER 419 BEGINCONCRETE Wod,' 1633'05" p 0 0 MANHOLE No. 10 .76 -STA 2+22 0N150SPANG r THRU WADS 4199'28B2B2 Wetl—d, d, We ry�r TR r Wods f6aSheeC-1.0310 r r � r =• �eY. � � 9� /i��. ' /�.'�� '�' � /%' ' �\ ``-r���`•` � r r -'e r +. r r a` r r a � '1r ' � a'. ,� . \ -190- em \\:�`.` M.\\\ e�`�i•a` +, r -1.r a` r „r a` r ,.r +' r - 'Y y y 'Welandsy _ r 75 LF N' STEEL r ENCASEMENT PIPE XOO INSTALLED By DFty ' BORE AND ]ACK n n t11 I\�------- i; 50' 2S' 0 50' 100' 150' SCALE: 1" - 50' 4 STA 27+19 0 �� y BEGIN CONCRETE ANTI -SEEP COLLARS y O 150' SPACING / r /' A+ Wood, y .r ✓ ``y Wetland r -✓ r Wood, +` 'MANHOLE No. 11 t r STA 27+09.11 / r - RECEIVING PIT 10)10' B 1: PERMANENT BUFFER ZONE 1 IMPACT B1: PERMANENT BUFFER ZONE 2 IMPACT B2: TEMPORARY BUFFER ZONE 1 IMPACT B2: TEMPORARY BUFFER ZONE 2 IMPACT B3: PERMANENT BUFFER ZONE 1 IMPACT (MITIGATION REQUIRED) B3: PERMANENT BUFFER ZONE 2 IMPACT (MITIGATION REQUIRED) S 1 :STREAM IMPACT NUMBER z c; Cie W 71 WN Z� Y o LLI 0 W + K -W U'- �N LA DESIGNED BY: DLC DRAVM BY: CGL CHECKED BY: DLC PROJECT NO.: 2848-K DATE JANUARY 2017 SCALE: HORZ.: 1"- SO' VERT.: 7. - S' SHEET 4 OF ?i I C-1.02 MANHOLE No.B STA 17+40.50 4 231-24'45" WilliaPTV k"j� PIN: 163700-76.0525 NAD 84 (2(777) Werand� act e� x � y a` + r x y y r �� y x\ x Y r Y y Y Y MANHOLE No.9 _ 57A 21+53.76 •\ r -u\ Y ixi ryx x YY yY ` 4 Y 168-33'05" xY y x�, 16' G R AV yIT YY SEWERSTA 16+42 ada BEGOH CONCRETE 9 0p WetlYd/ANT-PNAG W2THRU WETLANDS 0. Wetland/ 45._/�'�' y 0% "'41 .7 y y y x Y x 'WWoods tlad y +, y Y x y y y Y e n cl i/ x�O' / --- ------- --------- . 1 50' 25' 0 50' 100' 150' SCALE: 1" - 50' MANHOLE N0. 10 STA 25+68,76 7 4 199-22'28" +e x y Y Y x x +— y Y Y Y Y y r Y Y 3-Petrokum Pipeline y / x N/inning Pmb x /4 x / Y y 4f, Y WetlandsY x Y Y x x yWooda Y x x yY y a` 101.w- 'Y Y y y xBORE Pl Woodsr Y: Y 75 LF 24' STEEL x r ENCASEMENT PIPE INSTALLED BY DRY BORE AND 1ACK / f w�� Y jJer7o�ees � ti (Sre Shot C-1.03) Z = Y x STA 27+19 a o BEGIN CONCRETE y ANTI -SEEP COLLARS 150'SPACING x CD t ae U Z Wn�d�`x O tpg y N 3��j yWetl:nds o x L1J Wooda Y ~ x \'-MANHOLE No. 11 RECEIVING PIT 10'x10 W l : PERMANENT WETLAND IMPACT - l OFT (NOT WOODED) W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) W3: TEMPORARY WETLAND IMPACT (NOT WOODED) � W4: TEMPORARY WETLAND IMPACT(WOODED) tY � O � ry z� Yc LU + LU + U'— �N LA DESICNLD 6Y: DLC DRAWN 8Y: CGL CHECKED BY: DLC 2848-K DATE: JANUARY 2017 SLUE HORZ.: V- 50' VERT.: 1' - S' SHEET 4 OF C-1.02 pdfC0L0R200.p1tcfg 49.9999 '1 in. emorrison 511212017 11:41: 54 AM T!Projects 'Johnston_County 28481 KI Sheets I PCN Exhibit Maps I PCN Exhibit Maps.dgn fl-- a ,,x MATCH LINE STA. 29+00 ;Z.. w i� lo+ S F o i ? m � 0 0 � g COUNI rt JOHNSUry JOHNSTON COUNTY NORTH CAROLINA SEWER SYSTEM IMPROVEMENTS < SWIFT CREEK INTERCEPTOR ry STA 29+00 TO 43+00 vi O V 7C F; r n MATCH LINE STA. 43+00 SEE SHEET C-1.04 THE WOOTEN COMPANY 110 North Boylan Mena Raleigh K 27603-1423 919 828 0531 ha 919834.3589 License Number F-0115 REVISIONS C -1.03b pdfCOLOR200.p71cf9 49.9999 '/ in. emorrison 5112/2017 77:41:55 AM T. !Projects Vohnston_County-2848 i KI Sheets i PCN Exhibit Maps[ PCN Exhibit Maps. dgn 10 10 C17 to 0 41' O 0000 H H H G G 0 I.1 d I4T p Z o Z g e 9 0 W ka �- o i an � oN N 7c O R n r c R nBi MATCH LINE STA. 29+00 X n THE WOOTEN COMPANY �N Stu x SEE SHEET C-1.02,,', SWIFT CREEK INTERCEPTOR a STA 29+00 TO 43+00 919828.0531 far 919.834.3589 License PksoLer F-0115 uny gs aMA�!S � MtnB ' uar+b a."oNB IZ M u�8 amaN .£ z X x x I F x 1z x x x U � X X U� X X x X X X X z x X z x X �X x O K xl O x x x Xi 0/i xi x 'j nll X XI A� x O X z X x x x � x x x kx x x x X x z x x ' x Fx x — x X X n, �D X X qa X mwq x x X k x x 8o $ .c n z X e7 jr3 8a x ci F x X" x X I c x 15 3S COPIPELINE COMPANY SO' EASEMENT x +� 1SNY PERMAMENTEASEMEN• IV TEMPORARY . EASEMENT rl � II I I $g t � N k f v up — B—s 4 B72 �Neux I Buffer Zane 2 Bu 1` I BZ F Brennan �New BnA Za^r 1 She— �— I Neux RIP— Z'- �E BnAe1 mie ] 'BZ] JIM NeaaeRW"- 4 I Bu$er Z.-2 Bu'-t- � MATCH LINE STA. 43+00 SEE SHEET C-1.04 COUNTY OF JOHNSTON COUNTY NORTH CAROLINA THE WOOTEN COMPANY SFWFRSYSTEM IMPROVFMENTS SWIFT CREEK INTERCEPTOR 120 North B*an Mmue Raleigh NC 27603-1423 STA 29+00 TO 43+00 919828.0531 far 919.834.3589 License PksoLer F-0115 REVISIONS C-7.03. c a Plo Willis F. Tr dof , n. PIN' 163700.76-0525 MANHOLE No. 15 STA 43+09.14 4 110'00'00' / / / 3 -Pd 1—Pipdo- Wanin$ Prom Woods ff �, -16' GRAVITY SEWER / / / / / / / / / / / / / / / / / 11 1 Of W01ion Harry Fad &Spw.e \\ / PIN: 16370057-2421 MANHOLE No. 16 We flan d! MANHOLE No. 16 \\ / STA 52+53.03 STA 47+09.14 \ \ / 3-Pdlml.um 4 216-03'23' 9 d 187°43'09" 3-Peadeym \\\ // Waning P� ine ,-0 W ing Prom rn< \ \ Pefmmum line EWft d `. 4 w + Pe W-. Pipdme Ekd id \ \ E, f C.m'M �Y +� Y E9nTP IMe \\�m + Wdfldndly +00� Weyflnnd. • -- ♦� w v w 4 \ i`w � 'i+� � �� 0 9 �Pdmle�ow nv:�. _ i --------------- 6.Q7\ W.& 12'GRAVITY SEWER `-'183 - +�-"� \+ �' \ ewh CONCRETE 36 G.E ANTI-SEEP COLLAR Wetlands ' MANHOLE No. 17 STA 50+68.27 4 132°07 7144' Pro" Of Willry Fad 6 Sp— / PIN: 163700-57-2421 I MANHOLE No. 19 STA 53+33.19 4 180°00'00' 2-Pdd— Pipdi. W. -I Pam � B 1: PERMANENT BUFFER ZONE I IMPACT � B 1: PERMANENT BUFFER ZONE 2 IMPACT B2: TEMPORARY BUFFER ZONE 1 IMPACT B2: TEMPORARY BUFFER ZONE 2 IMPACT � B3: PERMANENT BUFFER ZONE 1 IMPACT (MITIGATION REQUIRED) � B3: PERMANENT BUFFER ZONE 2 IMPACT (MITIGATION REQUIRED) S4 :STREAM IMPACT NUMBER z O DESIGNED 1Y: DLC DRAWN 1Y: CGL CHECKED 1Y: DLC PROJECT NO.: 2848-K SCALE: HORZ.: 1' - SO' VERT.: V- S' SHEET B OF !! C-1.04 nn g^m?e1 Lf B2 L:7 Wood, ui wood. a _ Lu ,- _2 •If` 12'GRAVTTY SEWER Rii4: Q S4 � B 1: PERMANENT BUFFER ZONE I IMPACT � B 1: PERMANENT BUFFER ZONE 2 IMPACT B2: TEMPORARY BUFFER ZONE 1 IMPACT B2: TEMPORARY BUFFER ZONE 2 IMPACT � B3: PERMANENT BUFFER ZONE 1 IMPACT (MITIGATION REQUIRED) � B3: PERMANENT BUFFER ZONE 2 IMPACT (MITIGATION REQUIRED) S4 :STREAM IMPACT NUMBER z O DESIGNED 1Y: DLC DRAWN 1Y: CGL CHECKED 1Y: DLC PROJECT NO.: 2848-K SCALE: HORZ.: 1' - SO' VERT.: V- S' SHEET B OF !! C-1.04 Of Wl- F Pro" i—L,, I, PIN: 1 63 70 6 76-0525 ' L16'GRAVITY SEWER / / / / / / / / / / / / / / / / / / 50' 25' 0 50' 100' 150' SCALE: 1' - 50' ��" ly Fod \ William H -y Fmd b / PIN. 163700-57-2421 \ \ \ \ 'Z /// PIN 63700-57-2421 O h }Pefroleu� Pipeliru \ \ \!'\ Q// ? Wm Nn$ Pmb MANHOLE 18 4 -- Wetland, MANHOLE No. 16 \\ // 53.M _ \ \ / STA 52+53' 23 STA 47+09.19 \ \ / 4 216°03' 23' �_4 187-43'09" \ \ / 3 -Petro", Po Pryeline 9 3 -Petroleum Pipeline \ \ \ \ / W'mm—i.ging Pmb � Warnin Pmn le Petroum Pipdim E4chicd nO �� Petroleum Pgelirre Electrical \ MANHOLE No. 19 + 0 Equipment Cabin \ went Cabmd STA 53+33.19 45+ 0��.. 0+ 3-Peholeum P iprli an ,4 W,tid,r, 4 180°00'00" ` . + + ti�=arnceg Past, € We W4 Weti..a, ____________------ \may\ s(` Wodab IP GRAVITY SEWER •-183' W2 wab r STA 50+68.27 4 132.07 7744" 8-p",2-Peholeum PipeLrie I ' 2!-D-�C76 Pebdeum IH trod F� i � Warning Posfs PefmJenm(in rLad1 D --- Ln 55 / Woad. r Waod. Z W WeNoW 12" J 11+,'1.`+•rp �` S' `12" GRAVITY SEWER QL01,1` 20 z _ Oft WI: PERMANENT WETLAND IMPACT - IOFT (NOT WOODED) W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) � W4: TEMPORARY WETLAND IMPACT (WOODED) R d' �O O ui Ur, WLn Zp ]L O WO LU + �m U� tN 3 to DESIGNED BY: DLC DRAWN BY: CGL CHECKED BY: DLC PROJECT NO, 2848-K DATE: JANUARY 2017 SCALE: HORZ.: V- 50' VERT.: 1"– 5' SHEET B OF i? C-1.04 MANHOLE No. 15 STA 43+09.14 O 4 100°00' 00" O _ ,V, 9 y Wood, ' L16'GRAVITY SEWER / / / / / / / / / / / / / / / / / / 50' 25' 0 50' 100' 150' SCALE: 1' - 50' ��" ly Fod \ William H -y Fmd b / PIN. 163700-57-2421 \ \ \ \ 'Z /// PIN 63700-57-2421 O h }Pefroleu� Pipeliru \ \ \!'\ Q// ? Wm Nn$ Pmb MANHOLE 18 4 -- Wetland, MANHOLE No. 16 \\ // 53.M _ \ \ / STA 52+53' 23 STA 47+09.19 \ \ / 4 216°03' 23' �_4 187-43'09" \ \ / 3 -Petro", Po Pryeline 9 3 -Petroleum Pipeline \ \ \ \ / W'mm—i.ging Pmb � Warnin Pmn le Petroum Pipdim E4chicd nO �� Petroleum Pgelirre Electrical \ MANHOLE No. 19 + 0 Equipment Cabin \ went Cabmd STA 53+33.19 45+ 0��.. 0+ 3-Peholeum P iprli an ,4 W,tid,r, 4 180°00'00" ` . + + ti�=arnceg Past, € We W4 Weti..a, ____________------ \may\ s(` Wodab IP GRAVITY SEWER •-183' W2 wab r STA 50+68.27 4 132.07 7744" 8-p",2-Peholeum PipeLrie I ' 2!-D-�C76 Pebdeum IH trod F� i � Warning Posfs PefmJenm(in rLad1 D --- Ln 55 / Woad. r Waod. Z W WeNoW 12" J 11+,'1.`+•rp �` S' `12" GRAVITY SEWER QL01,1` 20 z _ Oft WI: PERMANENT WETLAND IMPACT - IOFT (NOT WOODED) W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) � W4: TEMPORARY WETLAND IMPACT (WOODED) R d' �O O ui Ur, WLn Zp ]L O WO LU + �m U� tN 3 to DESIGNED BY: DLC DRAWN BY: CGL CHECKED BY: DLC PROJECT NO, 2848-K DATE: JANUARY 2017 SCALE: HORZ.: V- 50' VERT.: 1"– 5' SHEET B OF i? C-1.04 SO' 25' 0 50' 100' 150' SCALE: P = 50' a Pro" Of JrcM B—foot PIN: 163700.364576 � B 1: PERMANENT BUFFER ZONE 1 IMPACT � B1: PERMANENT BUFFER ZONE 2 IMPACT B2: TEMPORARY BUFFER ZONE 1 IMPACT B2: TEMPORARY BUFFER ZONE 2 IMPACT � B3: PERMANENT BUFFER ZONE 1 IMPACT (MMGATION REQUIRED) � B3: PERMANENT BUFFER ZONE 2 IMPACT (MITIGATION REQUIRED) S5 :STREAM IMPACT NUMBER z z [1 DESIGNED BY: DLC DRAWN M: CGL CHECKED BY: DLC NIOJELT NO.: 2848-K DATE JANUARY 2017 SCALE: HORZ.: V - SO' VERT.: 1' - S' SHEET 7 OF ?? C-1 .05 --- ------ _—___---- ---------- EN MANHOLE No. 22 /f -------------- I - STA63+19.19 d 20r4O-56- /� --- --------------------- � B 1: PERMANENT BUFFER ZONE 1 IMPACT � B1: PERMANENT BUFFER ZONE 2 IMPACT B2: TEMPORARY BUFFER ZONE 1 IMPACT B2: TEMPORARY BUFFER ZONE 2 IMPACT � B3: PERMANENT BUFFER ZONE 1 IMPACT (MMGATION REQUIRED) � B3: PERMANENT BUFFER ZONE 2 IMPACT (MITIGATION REQUIRED) S5 :STREAM IMPACT NUMBER z z [1 DESIGNED BY: DLC DRAWN M: CGL CHECKED BY: DLC NIOJELT NO.: 2848-K DATE JANUARY 2017 SCALE: HORZ.: V - SO' VERT.: 1' - S' SHEET 7 OF ?? C-1 .05 MANHOLE No. 21 STA 61+28.21 1 �A4 235'28'59' a8 a�ygy '/ Pro" M W,flnun Hemy Ford BZ b Spouse PIN: 16370457-2421 I -- 461, MANHOLE No. 20 STA 58+11.94 4 159.56' or blaming Prof Weals STA W+19.19 Y 4 207-40' 56' Y Wet land. Ilk' Y Y Y Y Y / �Ac 50' 25' 0 50' 100' 150' SCALE: 1' - SO' Z Pro H lof Willans Ford b SP— PR4 163700-57-2421 le/ --------------P? ---- ----------------- Nat Mh B-obef s°a�fa b Billy Ray Bar f i PPI: 163700-364576 �--------- I ------------------------ I UP Weals STA W+19.19 Y 4 207-40' 56' Y Wet land. Ilk' Y Y Y Y Y / �Ac 50' 25' 0 50' 100' 150' SCALE: 1' - SO' Z Pro H lof Willans Ford b SP— PR4 163700-57-2421 OLWNED BY: DLC DRAWN BY: CGL W 1: PERMANENT WETLAND IMPACT -I OFT (NOT WOODED) CHECKED BY. DLC W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) PROJECT NO.: 2848-K � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) DATE JANUARY 2017 � W4: TEMPORARY WETLAND IMPACT (WOODED) SCALE: HORZ.: 1' - SO' VERT.: 1' - 5' SHEET % OF ?? I r_i nr. le/ --------------P? ---- ----------------- / MANHOLE No. 24 < MANHOLE No. 23 FFA 68+21.52 STA 66+04.80 4 195-42'02' \ 12' GRAVITY SEWER 4 143.19' 31' .W4 Y — — \\y Y f/ Y Y Y .149, Y Y OLWNED BY: DLC DRAWN BY: CGL W 1: PERMANENT WETLAND IMPACT -I OFT (NOT WOODED) CHECKED BY. DLC W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) PROJECT NO.: 2848-K � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) DATE JANUARY 2017 � W4: TEMPORARY WETLAND IMPACT (WOODED) SCALE: HORZ.: 1' - SO' VERT.: 1' - 5' SHEET % OF ?? I r_i nr. < ..W2, Y.- YWe,W4` .W4 Y — — nM we�t.�aD Y c:> =_ Wet I.ede!`. -- LU U _ �P W2•— \1 W F� \\ CONCRETE ANTI -SEEP Weeds = H COLLA W r u W (TYP) � Q h I Y -- �� Y Q a a U 2 CL O tY O Z t- w dO > w+ u Perry aJ PIN. 1637 RayWest 2 O W n Q Z 0 O 2 w x e w+ } F t w + K uQ O w �N z 3 u u OLWNED BY: DLC DRAWN BY: CGL W 1: PERMANENT WETLAND IMPACT -I OFT (NOT WOODED) CHECKED BY. DLC W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) PROJECT NO.: 2848-K � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) DATE JANUARY 2017 � W4: TEMPORARY WETLAND IMPACT (WOODED) SCALE: HORZ.: 1' - SO' VERT.: 1' - 5' SHEET % OF ?? I r_i nr. P Of I P °vim r M N U West I EX SEf SM 1a.Oz PIN.,16�i70RU za9i3s PM: 163700-37-%18 I 1 bm EI -193.71 • 1________ \ I 5I I \—\\Pry 1 IOa R� 1 CQ N u 1 1 1 _� _� =►^ 75+00 �.'' - - -� 1 F-____________ I PP _ \ wood. yyy —190BORE Prr N V yB 10'X90 ii� e II n1+ e Guedrd I Ex CB =� Gide E1-1%95 Ino EI -190.36 I 1 U I I � 1 Slmmld Ry w t 1 PIN: 163700J7-9618 1 ' 1 1 80 LF 24" STEEL I ENCASEMENT PIPE INSTALLED BY DRY BORE AND JACK 1 EJ CB 9 Grate El -1%.61 Ino EI -191.74 IRECEIVING PIT Ia:1a 1 MANHOLE No. 27 / STA 76+55.29 / 1, 4 WrST 03", 12' SW / 4 157°47 51", 12" NW / CONNECT EX 12' SS TO NEW MANHOLE DROP CONNECTION. PLUG EX 12" LINE DOWNSTREAM Es SSMH Wood. / RM EI -198.32 19 /=oE1-19256 � � "S MANHOLE No. 25 I Property if \ STA 71+49.94 4 20x'16'&Do— cl-h e W Broughton \x� \ �1 PIN: 16370"74905 O O + 4 �I Wetlands W2 e'I MANHOLE No. 26 I n O I SEA 73+08,13 1 W4 '/ % ; , I 4 167'00'17" 1 on f—. OOµ LU V) --J V) U LIJ : ;/IEx ( ( I ' �%(' • I i F - --- F 12"GRAVITY CB Gr El 1 1 I-El-191.71uj SEWER "6 I CQ N u 1 1 1 _� _� =►^ 75+00 �.'' - - -� 1 F-____________ I PP _ \ wood. yyy —190BORE Prr N V yB 10'X90 ii� e II n1+ e Guedrd I Ex CB =� Gide E1-1%95 Ino EI -190.36 I 1 U I I � 1 Slmmld Ry w t 1 PIN: 163700J7-9618 1 ' 1 1 80 LF 24" STEEL I ENCASEMENT PIPE INSTALLED BY DRY BORE AND JACK 1 EJ CB 9 Grate El -1%.61 Ino EI -191.74 IRECEIVING PIT Ia:1a 1 MANHOLE No. 27 / STA 76+55.29 / 1, 4 WrST 03", 12' SW / 4 157°47 51", 12" NW / CONNECT EX 12' SS TO NEW MANHOLE DROP CONNECTION. PLUG EX 12" LINE DOWNSTREAM Es SSMH Wood. / RM EI -198.32 19 /=oE1-19256 � � "S 14' �'- PILE 28"Oak _ EIP PLUG EX 11/2" WL OUT AT METER 1 GreN El -195.35 1 Inv E/-189.83 I 1 1 I Prop" Of DOrWd Rey Wait PIN: 16370047-967-96 18 PLUG EX B. F#1 DUT JWetmell AT VALVE VAULT V.I. V.Wt / /J / / W l: PERMANENT WETLAND IMPACT - IOFT (NOT WOODED) W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) � W4: TEMPORARY WETLAND IMPACT (WOODED) -C- BY'. DLC DRAWN BY: CGL SHEET 8 OF ?? r i A / Prp" f \ / PIN: 163700.39618 / \ E: SSMH Rne EI -201.29 6m EI -195.24 Q > / K / I 20 Eu 5'+n Ei°ement / MANHOLE No. 29 ( EX 12" GRAVITY SEWER, STA 81+53.82 I 8" FORCE MAIN AND WATER 4 2'114141" E: SSAW I N( MANHOLE1N13 o. 28 LINE TO BE ABANDONED AEE Rhn EI -201.14 4 178°20' 11 NOTNED. SEF' NOTES E: SSMH � Rim F1-1%.89 Pd MOunndb2 MANHOLE No. 30 I I N -I 1 El -19110 Ilm f mur I STA 84+32.86 S Ee qi _ 777YYY Wood. • 1 491ro4'4S CONNECT IX 12" SS TO �I qq, El -1 Rim EI -19715 � \ � � � `�5[ �" I I NEW MANHOLE. PLUG ( Y 1131 h.o El -191.% S-''� �-�♦` IX 12" LINE DOWNSTREAM. y Z ��J�111 goy-- `•�- ( Rim El -1%.90 3 � \``` Am EI -190.27 c, EXPUMP STATION U Sm" V TO BE ABANDONED. Z c 3 'LIQ_ gF,y�n J Ayyg W e 0 20'Gum • ( BION Wall O A t3 ANI' D� 24'Meple 12'Gum .qy Q 11' Gum 18' Mep4 18' Mep7eP1I yl" a—.dTmkAnd Encbaure' `m / 24'Meple py 0 z Fd! �I o. g"FM 16" Pine r, < Td MH PP / w, 14 -Maple r<'{� '4n' PIN: 163700-28-9777 Control Pmol R 14' �'- PILE 28"Oak _ EIP PLUG EX 11/2" WL OUT AT METER 1 GreN El -195.35 1 Inv E/-189.83 I 1 1 I Prop" Of DOrWd Rey Wait PIN: 16370047-967-96 18 PLUG EX B. F#1 DUT JWetmell AT VALVE VAULT V.I. V.Wt / /J / / W l: PERMANENT WETLAND IMPACT - IOFT (NOT WOODED) W2: PERMANENT WETLAND IMPACT - IOFT (WOODED) � W3: TEMPORARY WETLAND IMPACT (NOT WOODED) � W4: TEMPORARY WETLAND IMPACT (WOODED) -C- BY'. DLC DRAWN BY: CGL SHEET 8 OF ?? r i A y - _kr_ i I IF_ yr +. a ,�-AA,j�53 •'`..,iq�14.' d .,� - 'fit' { ,. -�-.., � � �e.`^.,d � !, �` �� t6 :are�� r ' � ` _ • yes -� •.. _ , . 1 fJO_ ,• � F � j i +.�.J ��, "•,,,,�';;,' ' s r' 'r '� �� j � ,� ;� s �, .... '' �I � . ter` � r-- � `� J tom" l��J� .. �� I� � � - f � � _ t ±� ,� j,h� \,t� �jry� ..r` _/'�� f I �. • .� !' �j,/',. '<r �.!^•�r I "t! t• lll, :. , �t' p � , ff Fir j • 1 ,e • � j . sem. .�__�._ , � 4i' - /.a.'" �t -,.. ! � � :. h4 t � -a +"q1-`� � ` y 4 I I \ ` 1 �� �.t • � ,f • A � �'� �+ .A _ .sem' f ff j -'1- %4 Ir ' .. f I ` yam:.. .ft }�'^' ._.i, 4 -... 1� f.✓� !./ � ,• i �,�e:��j-�\ � � ; /. \j } jf +. C°'.< 1 � rte,. � I , I ,t _ ' r. - "+.. � •' � t ( � a 1., �i�+,s. • r • f jrn 01; dAR l •I1 ! f it • M1b �! 4r f n �4 - i j • Johnston County,NC: ,r- ,- , _ } �' •. - Sewer System Improvements - • '` • • ....,.�s,,� ^ ^*'- I '''.. •s� •fey i °`.� ' �' '1104 f flf`! h + New 16" Gravity Sewer ._. •I -r� .b New 12" Gravity Sewer IV New Pump Station Pump Station to be Decommissioned r . 7 , ,� • `' ��,-- The Wooten Company , - ---�' ��� .:, ;' ��. � �. � .,•�� ��! -` -,.../ � „ _ate ( t! � ��.•r�,-•/ �..- t,.�-� , Johnston County, NC Sewer System Improvements — New 16" Gravity Sewer New 12" Gravity Sewer New Pumping Station p Pump Station to be Decommissioned The Wooten Company C