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Home My WebLink About20181389 Ver 1_PCN Form Submission_10/9/2018 11:30 AMDWR MOM— of Water Resources 1a. Who is the Primary Contact?* Dave Sameer c/o Shree Girirajgoverdhan Properties, LLC 1b. Primary Contact Email:* 1c. Primary Contact Phone:* sameerdave@gmail.com (516)376-4314 Date Submitted 10/9/2018 Nearest Body of Water White Oak Creek Basin Cape Fear Water Classification WS -IV; NSW Site Coordinates Latitude: Longitude: 35.77745 -78.90985 FA. Processing Information U County (or Counties) where the project is located: Wake Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: * Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? rJ Nationwide Permit (NWP) F- Regional General Permit (RGP) F Standard (IP) Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 tial 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?* G Yes r No Oiange only if needed. BIMS # Assigned * Version#* 20181389 1 Is a payment required for this project?* * No payment required What amout is owed?* * Fee received r $240.00 r Fee needed - send electronic notification r $570.00 Reviewing Office* Select Project Reviewer* Raleigh Regional Office - (919) 791-4200 Stephanie Goss:eads\szgoss Information for Initial Review 1a. Name of project: Freedom Square Offsite Waterline Extension 1a. Who is the Primary Contact?* Dave Sameer c/o Shree Girirajgoverdhan Properties, LLC 1b. Primary Contact Email:* 1c. Primary Contact Phone:* sameerdave@gmail.com (516)376-4314 Date Submitted 10/9/2018 Nearest Body of Water White Oak Creek Basin Cape Fear Water Classification WS -IV; NSW Site Coordinates Latitude: Longitude: 35.77745 -78.90985 FA. Processing Information U County (or Counties) where the project is located: Wake Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: * Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? rJ Nationwide Permit (NWP) F- Regional General Permit (RGP) F 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 F Non -404 Jurisdictional General Permit F Individual Permit 12 - Utility Lines 1e. Is this notification solelyfor the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: r 401 Water Quality Certification - Express r 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? O Yes r No B. Applicant Information 1d. Who is applying for the permit? r Owner W Applicant (other than owner) Is there an Agent/Consultant for this project? r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Town of Cary 2b. Deed book and page no.: 2c. Responsible party: Glen Harrell - Utility Engineering Manager 2d. Address Street Address PO Bee 8005 Address Line 2 City Cary Postal / Zip Code 27512-8005 2e. Telephone Number: (919)460-4933 2g. Email Address:* glen. harrell@townofcary.org 2a. Name(s) on recorded deed: Darlington Advisors, LLC 2b. Deed book and page no.: State / Ffovinoe / fbgion NC Country Wake 2f. Fax Number: r Yes r No r Yes r No 2c. Responsible party: Carlton Midyette 2d. Address Street Address 8310 Bandford Way Address line 2 City Raleigh Postal / Zip (ode 27615 2e. Telephone Number: (919)571-8263 2g. Email Address:* Gariton@creedmoorpartners.com 3. Applicant Information (if different from owner) 3a. Applicant is: r Agent * Other see applicant above B other please specify. 3b. Name: Dave Sameer 3c. Business Name: Shree Girirajgoverdhan Properties, LLC 3d. Address Street Address 304 Ruthwin Drive Address Line 2 Oty Morrisville Postal / Zip Cade 27560 3e. Telephone Number: (516)376-4314 3g. Email Address:* sanieerdave@gmail.com C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: (d appropriate) 1c. Nearest municipality / town Apex State / Rovince / F�egicn NC Country Wake 2f. Fax Number: State / Rovince / Fiagicn NC Country Wake 3f. Fax Number: 2. Project Identification 2a. Property Identification Number: 2b. Property size: 0723-56-9511/0723-77-1356 2c. Project Address Street Address 3601, 3801, 3905 Green Level RoadWest Address line 2 City State / Rovince / Fbgicn Apex NC Postal / Zip Code Country 27523 Wake 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* White Oak Creek 3b. Water Resources Classification of nearest receiving water:* WS -IV; NSW 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. 03030002 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:* EAsting site conditions comprise an eAsting utility easement that contains current utilities. The land use in the area consists of public space (greenway), residential land, and undeveloped woodlands 4b. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?* r- Yes r No r Unknown 4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) topo.pdf 380.58KB 4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) soil survey.pdf 323.41 KB 4f. List the total estimated acreage of all existing wetlands on the property: 1 49. List the total estimated linear feet of all existing streams on the property: 50 4h. Explain the purpose of the proposed project:* The project purpose is to construct an offsite waterline extension to serve Freedom Square. The proposed waterline extension Will be built of Town of Cary and Darlington Advisors property, primarily inside of an eAsting maintained utility corridor that contains phone, cable, fiber optic, and electrical lines 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* Two stream crossings are necessary for the project. These two crossings will be open -cut and will result in temporary impacts to the stream channels. The waterline will also cross wetlands and result in a temporary impact. 4j. Please upload project drawings for the proposed project. permit figures.pdf 1011.19KB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?* r Yes r No r 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 IIA Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Jeff Harbour, PWS Agency/Consultant Company: Environmental Services, Inc. Other: 5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5d1. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* f Yes r No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): fJ Wetlands fJ Streams -tributaries F Open Waters r Pond Construction 2. Wetland Impacts r Buffers 2g. Total Temporary Wetland Impact 0.060 2g. Total Wetland Impact 0.060 2h. Comments: wetlands Will be returned to pre -construction contours 3. Stream Impacts 2g. Total Permanent Wetland Impact 0.000 ❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact (?) Jurisdiction* length* Stream S1 crossing 1 Tem ora Other UT to White Oak Creek Intermittent Both 6 16 P ry Average (Feet) (linear feet) g2 Stream Crossing 2 Temporary Other �FoWhite 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested* 2f. Type of 29. Impact oak Creek Jurisdicition * M area* Wetland waterline T Non -Tidal Freshwater Marsh wetland 1 No Both 0.010 Crossing 1 (acres) Wetland waterline T Bottomland Hardwood Forest Wetland 2 Yes Both 0.040 Crossing 2 (acres) Wetland waterline Non-Tidal Freshwater Marsh wetland 3 Both 0.010 Crossing 3 JL_ �No (acres) 2g. Total Temporary Wetland Impact 0.060 2g. Total Wetland Impact 0.060 2h. Comments: wetlands Will be returned to pre -construction contours 3. Stream Impacts 2g. Total Permanent Wetland Impact 0.000 ❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact (?) Jurisdiction* length* Stream S1 crossing 1 Tem ora Other UT to White Oak Creek Intermittent Both 6 16 P ry Average (Feet) (linear feet) g2 Stream Crossing 2 Temporary Other �FoWhite 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 0 3i. Total stream and ditch impacts: 31 3j. Comments: stream bed and banks Will be returned to pre -construction contours E. Impact Justification and Mitigation 1. Avoidance and Minimization 3i. Total temporary stream impacts: 31 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The design options Were limited because the waterline had to utilize a portion of the existing utility corridor that parallels Green Level West Road. All stream crossing are perpendicular and Wetland crossings have been minimized as much as is practicable while still meeting the project's purpose and need. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: The engineer has designed the project to minimize impacts as much as practicable. Apex requires a 15-11 maintenance corridor for a waterline such as this one. The stream and Wetland crossings will be returned to pre -construction contours and revegetated with native vegetation. 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? C' Yes 6 No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: the temporary wetland and stream impacts are under the mitigaiton thresholds specified by the Section 404 NWP program and the Section 401 regulations F. Stormwater Management and Diffuse Flow Plan (required by DWR) oak Creek Perennial Corps 25 Average (feet) 15 (linear feet) 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 0 3i. Total stream and ditch impacts: 31 3j. Comments: stream bed and banks Will be returned to pre -construction contours E. Impact Justification and Mitigation 1. Avoidance and Minimization 3i. Total temporary stream impacts: 31 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The design options Were limited because the waterline had to utilize a portion of the existing utility corridor that parallels Green Level West Road. All stream crossing are perpendicular and Wetland crossings have been minimized as much as is practicable while still meeting the project's purpose and need. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: The engineer has designed the project to minimize impacts as much as practicable. Apex requires a 15-11 maintenance corridor for a waterline such as this one. The stream and Wetland crossings will be returned to pre -construction contours and revegetated with native vegetation. 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? C' Yes 6 No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: the temporary wetland and stream impacts are under the mitigaiton thresholds specified by the Section 404 NWP program and the Section 401 regulations F. Stormwater Management and Diffuse Flow Plan (required by DWR) 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 What type of SCM are you providing? F- Level Spreader F- Vegetated Conveyance (lower SHWr) F- Wetland Swale (higher SHWT) r- Other SCM that removes minimum 30% nitrogen R Proposed project will not create concentrated stormwater flow through the buffer Diffuse Flow Documentation 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 15A NCAC 02H .1003(2)? r Yes r No Comments: 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 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. The waterline extension is not a driver of more development as it is specifically intended for a Freedom Square 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 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 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? ESI conducted a site assessment and found no evidence of federal protecte dspecies or their habitats. Also, a database quesry of the NC Natural heritage Program (July 2018 data) found no occurrences of federal protected species with 0.5 mile of the study area. 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?* NOAA-EFH mapper 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?* f Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* NCSHPO and Office of State Archaeology 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain?* r Yes r No 8b. If yes, explain how project meets FEMA requirements: The project involves subsurface utilities so no impact to existing floodplain. 8c. What source(s) did you use to make the floodplain determination?* FEMA Floodplain Maps Miscellaneous Comments Miscellaneous attachments not previously requested. 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: Jeffery W Harbour Signature Date 10/9/2018 Sign AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. ______NA________ PLAN NO. ____NA________ PARCEL NO. STREET ADDRESS: ____Waterline along Green Level West Road, Apex, NC_____________________________ Please print: Property Owner: _Town of Cary__Glen Harrel______________________________________ Property Owner: __Darlington Advisors, LLC____Carlton Midyette______________________________ The undersigned, registered property owners of the above noted property, do hereby authorize ____Jeff Harbour_________________, of ___Environmental Services, Inc______ (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner’s Address (if different than property above): ___________________________________________________________ We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. __________________ __________________ _________________ __________________ Authorized Signature Authorized Signature Date: _______________________________ Date: _______________________________ PROJECT DATA ADDRESS 3601 GREEN LEVEL WEST RD APEX NC 27502 PARCEL IDs 0723-88-6004 ANNEXATION NUMBER T.B.D. DEED BOOK & PAGE DB 15569 PG 2594 SITE ZONING B1 -CZ 2030 FUTURE LAND USE MAP DESIGNATION COMMERCIAL SERVICES OFFICE EMPLOYMENT SITE ACREAGE PER DEED 5.34 AC SITE ACREAGE AFTER R W DEDICATION 5.18 AC SETBACKS x FRONT THOROUGHFARE BUFFER PLUS 10' REAR 20' SIDES 15' THOROUGHFARE BUFFER 30' TYPE E 15' TYPE E REDUCED BUFFER FOR RCA EXCHANGE ALLOWED BUILT UPON AREA 65% PROPOSED BUILT UPON AREA T.B.D. RCA REQUIRED 25% PLUS ANY BUFFER REDUCTIONS FOR RCA EXCHANGE RCA PROVIDED T.B.D EXISTING BUILDING GROSS SQUARE FOOTAGE 0 SF PROPOSED BUILDING GROSS SQUARE FOOTAGE 26,751 SF GENERAL RETAIL OFFICE, 3,200 CONVENIENCE STORE ALLOWABLE BUILDING HEIGHT 36' PROPOSED BUILDING HEIGHT 36' OR LESS PARKING REQUIRED FOR CONVENIENCE STORE @ 1/200 SF 16 PARKING REQUIRED FOR GENERAL RETAIL OFFICE @ 1/300 SF 89 PARKING REQUIRED TOTAL 105 PARKING PROVIDED 112 ADA SPACES 5 REQUIRED, 5 PROVIDED PARKING PLACED TO SIDE OR REAR OF BUILDING 100% WATERSHED PROTECTION OVERLAY DISTRICT SECONDARY FEMA DESIGNATED 100YR FLOODPLAIN YES, PER MAP PANEL 3720072300J EFFECTIVE MAY 2, 2006 HISTORIC STRUCTURES NONE COMMUNITY AMENITIES THREE BIKE RACKS AND TWO BENCHES BUILDING OCCUPANCY CLASSIFICATION MERCANTILE, FUTURE MIXED SEPARATED OCCUPANCY -ASSEMBLY RESTAURANT BUILDING CONSTRUCTION TYPE: TYPE II -B BUILDING STORIES ONE MAXIMUM BUILDING HEIGHT 36' MAXIMUM AREA PRE FLOOR 11,765 LARGEST FIRE WALL SEPERATED BUILDING AREA AUTOMATIC FIRE SPRINKLER SYSTEM PLANNED NO • WARNING SIGNS TO BE MADE OF DURABLE WATERPROOF MATERIAL. • ALL LETTERS TO BE AT LEAST 3-INCHE5 HIGH, CLEARLY LEGIBLE AND SPACED AS INDICATED ABOVE. • SIGNS TO BE PLACED AT EACH END OF LINEAR PROTECTION AREA AND 200 -FEET ON CENTER (MAX.) THEREAFTER. FOR PROTECTION AREAS LESS THAN 200 -FEET IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA AND/OR SIDE. • ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. FABRIC MUST BE AT- TACHED TO APPROVED POSTS ONLY. DO NOT ATTACH TO TREES. • MAINTAIN PROTECTION FENCE THROUGHOUT DURATION OF PROJECT - FENCING MUST REMAIN UPRIGHT AND SLACK FREE. • ADDITIONAL SIGNS AND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE PLANNING DEPARTMENT BASED UPON ACTUAL FIELD CONDITIONS. • FAILING TO MAINTAIN PROTECTION MEASURES MAY RESULT IN CIVIL PENALTIES AND/OR PERMIT REVOCATION. • Know what's below. Call before you dig. 0 RESISTANT, E STRENGTH IDE FABRIC PROTECTION FENCE N.T.S. EXEMPT SITE PLAN FREEDOM SQUARE OFFSITE WATERLINE EXTENSION VICINITY MAP SCALE: 1"=500' OWNER/DEVELOPER CONTACT SHREE GIRIRAJGOVERDHAN PROPERTIES LLC 3716 LINVILLE GORGE WAY CARY NC 27519 PH (919) 610-2331 ANDYDESA174@YAHOO.COM CIVIL ENGINEER CAPITAL CIVIL ENGINEERING, PLLC MICHAEL J. KANE, P.E. vi 1011 PEMBERTON HILL RD, STE 203 0 APEX, NORTH CAROLINA 27502 Ln PH (919) 249-8587 W MKANE@CAPITALCIVIL.COM PUBLIC INFRASTRUCTURE TABLE 0 w PO WATER LINES 2,701 w SEWER LINES 0 W U. PUBLIC STREETS 0 CURB & GUTTER 0 I I STORM DRAIN 0 SIDEWALK 0 1 �1 W Y IOU Z O IOU cf) W N W U ' O m oV Z O (� o U 0 0 O 27 P0 a ry V�J zea W w0)Z aZ "'W W U o0)z W�W W (� J_ J �00� J J0� C] =a,a a J ;2 N U W 0) 00 W I- M 0)N S IL 0- a. U a 0- 0 ' U DATE AUGUST 2, 2018 ISSUED FOR REVIEW SHEET NO. WL1 0 Z O cn Z CV LU O LO SITE PLAN CONDITIONS N x 1. WATERLINE EASEMENTS TO BE OBTAINED PRIOR TO CONSTRUCTION. w Q 2. STATE & FEDERAL 401/404 PERMITS TO BE ISSUED FOR STREAM, BUFFER AND w Z J WETLAND IMPACTS PRIOR TO CONSTRUCTION. Z 0 3. SITE PLAN EXPIRATION THREE YEARS AFTER DATE OF TOWN APPROVAL. J Q U w a z X LLI `w r Q v/ 0 U. Q SHEET INDEX U O WL1 COVER SHEET w WL2 EXISTING CONDITIONS w :3- WL3 SITE / UTILITY EXTENSION PLAN WL4 DETAILS a W w J c♦^f Z v/ W ry C' PUBLIC INFRASTRUCTURE TABLE 0 w PO WATER LINES 2,701 w SEWER LINES 0 W U. PUBLIC STREETS 0 CURB & GUTTER 0 I I STORM DRAIN 0 SIDEWALK 0 1 �1 W Y IOU Z O IOU cf) W N W U ' O m oV Z O (� o U 0 0 O 27 P0 a ry V�J zea W w0)Z aZ "'W W U o0)z W�W W (� J_ J �00� J J0� C] =a,a a J ;2 N U W 0) 00 W I- M 0)N S IL 0- a. U a 0- 0 ' U DATE AUGUST 2, 2018 ISSUED FOR REVIEW SHEET NO. WL1 0 0 0 I I I I 0 50 100 150 N \ � I N / TALL 8" GATE VALVES AT MAXIMUM 900' INTERVALS, (3 MIN \ \ / \ SHOWN) VVA T. 0. 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DRAWN AT 14' 3905 GREENLEVEL WEST RD BM 2005 PG 1316 1 TOWN OF CARY ` ?7 8S eC/F T F�N7q� N PER EASEMENT WAKE COUNTY 2005 DEDICATED BM BUFF x ER PER CENTER TO CENTER MINIMUM. ZONED: RR EROSION CONTROL PLAN X REQUIRED WITH CONSTRUCTION 1 PIN 0723-67-6323 6tijFFR p pc 200 FR -- W Q PG 1316 WAKE TO 2005 2005 DRAWINGS. GREENLEVEL WEST RD S COU PG 131 6 BM PG 1316 I BM 2005 PG 2128 I 272 \ W Z J 2pONTY PG 1316 EXISTING LANDSCAPE MOUND % ZONED: RR EXISTING FLOODWAY� \ Z O W AND PLANTINGS TO BE i J RELOCATED BETWEEN FENCE AND WATER EASEMENT. ALL \ ___-- ___ _ \ _ J Q U W Y U_ PLANTINGS TO BE RESTORED � ---__------� EXISTING -------------� FLOODPLAIN - � _ Q p \ TO PRE -DISTURBED CONDITION LU a z a Z PLAN VIEW a_ ED z W a SCALE: 1"=50' Q J U)U. Q 0 W IL I Z_ 280 Cf)m J LLJ � W � J z W a w N a J CY Z '^ W W vC/ 0 0 _ G — — O 270 Q O — —_^-- W LU 3' MIN COVER FROM CONNECT TO EXISTING 8" U.WATERLINE EXACT ELEVATION UNKNOWN 8 DIP CON ACTOR TO CONTRACTOR TO VERIFY STREAM, DEFLECT T MAINTAIN 36" _ – – TOWN OF CARY PRIVATE - WI CON ACTOR TO VER FY - – – – – – 260 TOWN OF CARY 30" ELEV TION. IF CONF ICT – – – – – – – – – – – – – – – – – – – – – – – rn o FORC MAINS C/L I TO BE r No 0 RECORD DWG S 18" MINIMUM CLEARA CE z 8 pIP0� (-)00 � J W Z Cfl i Q lWi LWi W r z G7 W LL__ LL_J W MO O Z = N 0 m z x W W W W Q W (n J 250af �3_ a < _jz 7— z 1" TOWN F CARY 48 Q - _j 0 Q Z J J z J FIBERGLASS REINFORCE Z W [] = a, Q w U U W LU U ry uj U ry�`' SAI SEWER PIPE- INVERT ELEV = ±247.2 w Q U J z o N v LL W LL W a O O 3 AT CR SSING WNe °' a0 W O m °' a N i' x r r r r3 a a I Q U^UM U� L) OR ^ - N Qcq ": Z co I� zU O QN JI Jr O�ON 000 OWN OM) J— eco M JIB + + O z Q O N�IF M M to n z O OO O O z Q Q O m(~ UN N ZN I W �N�(~ f OWN �NN mN ZN �(~ ro (~ z(~ (~ 247 SEAL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 C A RO��Zi�� \��\\• ssiop' �; _ : Q SEAL – 031194 – PROFILE 0 •P 0;/•A i N�� / / • . . . • \ ////� SCALE: 1"=50' H L J 1"=10' V The signatures affixed below 9 cern that this sheet has been reviewed and approved sole) per the certifications certify pP Y P I I I I I I signed on the cover sheet of these construction plans. DATE AUGUST 21, 2018 PW - Transportation Date WR - Stormwater Date ISSUED FOR REVIEW NOTES: • ALL CONSTRUCTION TO BE PER TOWN OF APEX STANDARDS AND SPECIFICATIONS. Building Inspections Date Planning Date SHEET NO. NO PUBLIC FIRE HYDRANTS PROPOSED WITH THIS WATERMAIN EXTENSION. ® DEVELOPMENTS TAPPING INTO THIS WATERMAIN WILL PROVIDE THEIR OWN FIRE WR - Utility Engineering Date Planning - Transportation Date HYDRANTS AND SERVICE PER STATE AND TOWN CODE REQUIRMENTS. WL3 Electric Date Fire Date Know what's below. Call before you dig. WR -S & E Date Parks, Recreation & Cultural Res. Date 0 I 0 50 100 150 I I N pHE EN LEVEL WEST ROAD SR1605 ONE— 60' EXISTING R/W F — G G FO F+F T T 738 SF INNER 130 SF SANITARY FoSCEMAw FM 50' BUFFER STREAM FM """Rv FORCEMAFM IMPACT � IMPACT 727 SF INNER --- 50' BUFFER — — a oiP w aLowoFF IMPACT — T.O.A. PUBLIC WLWA—WA 800 SF OU 64 SF OUTER — — 50' BUFFER N IMPACT '� 50' BUFFER y� N. IMPACT X — REENLEVEL ESTATES 100 F --X SUBDIVISION 00' 50.00, 100.00' BM 2017 PG 1983 TOWN OF PERPETUAL TOWN OF ZONED: LD—CZ APEX I 50.00' ONSERVATIpN APEX PERENNIAL PERPETUAL EASEMENT PERENNIAL STREAM CONSERVATION WgKE COUNTO I >< SERA ERI BUFFER PER EASEMENTBUFF BM 2005 DEDICATED BM 2005 YBM 2005 PG 1316 WAKE COUNT PG 1316 I PG 1316 BM 2005 TOWN OF CARY PG 1316 WEST CARY PUMP STATION PROJECT LOCATED IN CAPE FEAR BASIN PIN 0723-56-9511 3905 CREENLEVEL WEST RD PROPOSED DUCTILE IRON WATERMAIN TO BM 2005 PC 1,316 BE OPEN TRENCH CUT AND INSTALLED. ZONED: RR MINIMUM PIPE DEPTH 36" FROM EXISTING GROUND TO TOP OF PIPE. Cr-'Cr-'mE; - CAPITAL CIVIL ENGINEERING - WATERLINE IMPACT EXHIBIT 3905 GREENLEVEL WEST RD, APEX, NC 27523 FOR FREEDOM SQUARE OFFSITE WATERLINE EXTENSION 1011 PEMBERTON HILL RD, STE 203, APEX, NC 27502 PH 919 249-8587 FX 919 590-1687DATE FILE COPYRIGHT 2018 CAPITAL CIVIL ENGINEERING, PLLC P-0809 OCTOBER 2, 2018 74-1exh—impact. dwg / \ I PROJECT LOCATED IN CAPE FEAR BASIN PROPOSED DUCTILE IRON WATERMAIN TO N BE OPEN TRENCH CUT AND INSTALLED. MINIMUM PIPE DEPTH 36" FROM EXISTING GROUND TO TOP OF PIPE. / / � 384 SF STREAM IMPACT T.O.0 WA LINE _ _ WATERLINE A SNA GREEN LEVEL WEST ROAD (SR1605) 60' EXISTING R/W G G T G T T G -GA G nnr c�e� G T FO FO FO F F &T IBER OPTIC OLE OHE OH OHE OHE -� OHE 0 E WA -------- WA WA 751 INNER ' cn ` 800 SF OUTER S .0 50' BUFFER Tpbyti o' IMPACT o 753 SF INNE 52 SF OUTE I50' BUFFER -I' 50' BUFFER 11 IMPACT A 40 pF FRF F- S I �k IMPACT 50' BUFFER o IMPACT sT p 'o e'�FFR 14 opN F'OFTU op. �m� pF SQ<100 pc FR oN Yc'F v. k 228 COOTFONT M o W F46 F'yFT T �N � � qkF � TF �T TpwN o PC ?NT c 2j2 s Y ` p M 20o N pF�� F pF / ` k 1TOWN OF CARY PIN 0723-67-6323 Q4f eRpM GREENLEVEL WEST RD BM 2005 PG 2128 pc ';oo 27 ?8 \ I ZONED: RR � EXISTING FLOODWAY I \ I EXISTING FLOODPLAIN -------------- -------------- Cr-'Cr-'mE; WATERLINE IMPACT EXHIBIT GREENLEVEL WEST RD, APEX, NC 27523 CAPITAL CIVIL ENGINEERING - FOR FREEDOM SQUARE OFFSITE WATERLINE EXTENSION 1011 PEMBERTON HILL RD, STE 203, APEX, NC 27502 DATE FILE PH 919 249-8587 FX 919 590-1687 COPYRIGHT 2018 CAPITAL CIVIL ENGINEERING, PLLC P-0809 OCTOBER 2, 2018 74-1exh—impact. dwg / \ I PROJECT LOCATED IN CAPE FEAR BASIN PROPOSED DUCTILE IRON WATERMAIN TO N BE OPEN TRENCH CUT AND INSTALLED. MINIMUM PIPE DEPTH 36" FROM EXISTING GROUND TO TOP OF PIPE. / / T.O.0 WA LINEWA— _ _ WATERLINE A SNA GREEN LEVEL WEST ROAD (SR1605) GREEN 60' EXISTING R/W G�— G G T G T T G cAG nnr cjelE G T rOEFO FO p FO OH FO WETLANDS T& PTC- O E WE LAND OHE OH 0E- / WA Q — WA A 538 SF L538 SF I 0 L1663 Tps .00• WETLAND IMPACT 1A SF 308 SF 2 WETLAND p qpN of FRF F'1 WETLAND S I o� IMPACT IMPACT \ eMFFR p'y F FR ¢ 7 pFRpO 0°• 1C o pc 228 w k CgTFFNT oN OF�q FR�gTq< 8 I dpq D;Cq �Op• \ 6M Cpl Tp pc T Y MFi�T°N Tp I 27� s ` p M 20p N Y pFRF�F pF k 1TOWN OF CARY PIN 0723-67-6323 6,yFFR pM GREENLEVEL WEST RD BM 2005 PG 2128 p� 2jopSFR \ 28 I ZONED: RR \ � EXISTING FLOODWAY I I EXISTING FLOODPLAIN ------------- -------------- Cr-'Cr-'mE; WATERLINE - WETLAND IMPACT EXHIBIT GREENLEVEL WEST RD, APEX, NC 27523 - CAPITAL CIVIL ENGINEERING - FOR FREEDOM SQUARE OFFSITE WATERLINE EXTENSION 1011 PEMBERTON HILL RD, STE 203, APEX, NC 27502 DATE FILE PH 919 249-8587 FX 919 590-1687 COPYRIGHT 2018 CAPITAL CIVIL ENGINEERING, PLLC P-0809 OCTOBER 3, 2018 74-1exh—impact. dwg I 0 50 100 150 N ► — — —WAgiVA o0 — — GREEN LEVEL WEST ROAD (SR1605) 60' EXISTING R/W ��j. 41 INV = 262. -G T G T G T G - _ FO�FO�F� rn 15" RCP E OHE OHE — �� o OHE OHE OHE 0 8" DI --- ----- .� -- � I N 15' E51JIT W p! Wp►�7 WA 2,295 SF WETLAND IMPACT DARLINGTON ADVISORS, LLC PIN 0723-77-1356 3801 GREENLEVEL WEST RD BM 2014 PG 401 ZONED: 31 -CZ \ FLOODPLAIN _ PROJECT LOCATED IN CAPE FEAR BASIN \ PROPOSED DUCTILE IRON WATERMAIN TO BE OPEN TRENCH CUT AND INSTALLED. \ MINIMUM PIPE DEPTH 36" FROM EXISTING GROUND TO TOP OF PIPE. cCJE- - CAPITAL CIVIL ENGINEERING - 1011 PEMBERTON HILL RD, STE 203, APEX, NC 27502 PH 919 249-8587 FX 919 590-1687 COPYRIGHT 2018 CAPITAL CIVIL ENGINEERING, PLLC P-0809 WATERLINE - WETLAND IMPACT EXHIBIT 3801 GREENLEVEL WEST RD, APEX, NC 27523 FOR FREEDOM SQUARE OFFSITE WATERLINE EXTENSION DATE FILE OCTOBER 3, 2018 74-1exh—impact. dwg rf P WAKE COUNTY, NORTH CAROLINA r ��,..�,, ..••• •. 1 IStG2 � 4:rC7 �Cr- Wy CfE i Cf o� / L (1lf t I Au _-.. L• CIO CrE CrB: �G . 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GrBy j CrE C,r62 a r -� CrC2 Cruz G:_; %CrC2 Y C,C2 MfB 6,C Wy ACME Mapper 2.2 - 5.9 km NW of Apex NC https-//mapper.acme.com/ 1 of 1 10!9'2018, 10:40 AM