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HomeMy WebLinkAbout20051881 Ver 5_PCN Form Submission_20190301QXR, pMskm of Winer 8059 rose Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance in to the review process?* O Yes d No Is this project a public transportation project?* O Yes G No Charge only If needed. BIMS # Assigned* Version#* 20051881 5 Is a payment required for this project? O No payment required What amout is owed?* O Fee received G $240.00 G Fee needed - send electronic notification C $570.00 Reviewing Office* Winston-Salem Regional Office - (336) 776- Select Project Reviewer* 9800 Sue Homewood:eads\slhomewood Information for Initial Review Ia. Name of project: Trellises North 1a. Who is the Primary Contact?* Bob Zarzecki tb. Primary Contact Email:* bzarzecki@sandec.com Date Submitted 3/1/2019 Nearest Body of Water West Fork Deep River (Oak Hollow Reservoir) (Stream Index No. 17-3-(0.7)) Basin Cape Fear Water Classification WS-IV;CA Site Coordinates Latitude: Longitude: 36.057276 -79.986833 1c. Primary Contact Phone:* (919)846-5900 A. Processing Information U County (or Counties) where the project is located: Guilford Is this project a public transportation project?* O Yes G No 1a. Type(s) of approval sought from the Corps: m Section 404 Permit (wetlands, streams and waters, Clean Water Act) ❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? m Nationwide Permit (MNP) ❑ Regional General Permit (RGP) ❑ Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? O Yes O No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: m 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit ❑ Individual Permit 12 - Utility Lines ❑ 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization Is. Is this notification solelyfor the record because written approval is not required? For the record onlyfor DWR 401 Certification: For the record only for Corps Permit: 1f. Is this an after -the -fact permit application?* O Yes O No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? O Yes O No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? O Yes O No Acceptance Letter Attachment 1h. lathe project located in any of NC's twenty coastal counties? O Yes d No 1j. Is the project located in a designated trout watershed? O Yes d No B. Applicant Information 1d. Who is applying for the permit? m Owner ❑ Applicant (other than owner) 1e. Is there an Agent/Consultant for this project? O Yes O No 2. Owner Information 2a. Name(s) on recorded deed: BRC Barrow Road, LLC 2b. Deed book and page no.: 8018/1343 and 8018/1479 2c. Responsible party: Chris Dunbar 2d.Address Street Address 804 Green Valley Rd Address line 2 aty Greensboro Fbstal / Zip Code 27408 2e. Telephone Number: (336)889-1590 2g. Email Address:* odunbar@blueridgecompanies.com C. Project Information and Prior Project History 1. Project Information Slate / Frovince / Fbgian NC Country United States 2f. Fax Number: O Yes O No O Yes O No 1b. Subdivision name: (ir apprcprtate) Piedmont Crossing PUD tc. Nearest municipality/ town: High Point, NC 2. Project Identification 2a. Property Identification Number: 7804814421,7804706213 2c. Project Address Street Address 7913 Clinard Farms Rd & 4365 4371 Barrow Rd Address Line 2 CKY High Point Fbstal / Zip Cide 27265 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* West Fork Deep River (Oak Hollow Reservoir) (Stream Index No. 17-3-(0.7)) 3b. Water Resources Classification of nearest receiving water:* WS-IV;CA 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. 030300030101 4. Project Description and History 2b. Property size: 97.6 Slate / PrWnce / FbOm NC Country United States 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:* This site is currently undeveloped land which composes Tracts E and F of the formally permitted Piedmont Crossing development. Existing conditions on the site consist of wooded/scrub land with an area of farmland bisected by Clinard Farms Rd. There are four structures by Barrow Rd. and three structures by Clinard farms Rd. Two intermittent streams flow into a drained pond, from which a perennial stream flows offsite. An additional intermittent stream Flows along the southwestern property boundary. General land use in the vicinity of the project includes residential, agricultural, and commercial. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* O Yes 4 No O Unknown 4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000). SAW -2004-20295 & SAW -2008-01215 DWQ# 05-1881 (10/19/2005 & ver 3 11/26/2008) Project History Upload Piedmont Crossing_USACE 11-2-05.pdf 524KB Piedmont Crossing_USACE 12-4-08.pdf 804.87KB Piedmont Crossing_DWQ 10-19-05.pdf 406.57KB Piedmont Crossing_DWQ 11-26-08.pdf 1.11 MB 4d. Attach an 81/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) Trellises North_USGS.pdf 874.03KB 4e. Attach an 81/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Trellises North Soil Survey.pdf 441.78KB 4f. List the total estimated acreage of all existing wetlands on the property: 1.3 4g. List the total estimated linear feet of all existing streams on the property: 3711 4h. Explain the purpose of the proposed project:* The purpose of the proposed project is to provide sewer connection for a residential development. 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 roadway infrastructure, residential lots, utility connections, and stormwater BMP's for the Piedmont Crossing development. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, etc will be used for this project. 4j. Please upload project drawings for the proposed project. Trellises North Impact Maps.pdf 1.21VIB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* G Yes O No O Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* G Preliminary O Approved O Not Verified O Unknown O WA Corps AID Number: SAW -2018-02088 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: Bob Zarzecki Soil R Environmental Consultants, PA 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR SAW -2018-02088 PJD DWR On -Site Determination 10/29/2018 5411. Jurisdictional determination upload Trellises North_PJD SAW-2018-02088.pdf 3.32MB Trellises North - DWR Stream Determination_10-29-2018.pdf 4.39MB 6. Future Project Plans 6a. Is this a phased project?* G Yes O No 7b. If yes, explain. Prevoius phases of Piedmont Crossing and the Trellises have been developed and permitted. Trellises North is the last phase south of the future Piedmont Parkway Extension boulevard road. Tract "G" of Piedmont Crossing eAsts to the north of the future boulevard, but this tract has no jurisdictional WOTUS or buffers and as such no impacts are anticipated. It's uncertain at this time when Tract "G" would be developed, but most certainly after the construction of the boulevard. 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? No. This is the last NWP request anticipated for the development. D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): m Wetlands ® Streams -tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts !a. Site #* (?) 2a1 Reason(?) 2b. Impact type * M 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact Jurisdicition*(?) area* NN1 Sewer crossing T Bottomland Hardwood Forest W5 Yes Both 0.010 (acres) 2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact 0.010 0.000 2g. Total Wetland Impact 0.010 2h. Comments: The wetlands will be returned to grade and reseeded with a wetland seed mix We identified them as "forested", but this ares is a mix of herbecous vegetation and tag alder. 3. Stream Impacts 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 341. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact ❑ (?) I Jurisdiction* length* S1 Sewer crossing Temporary Other A Perennial Both 11 8 15 Average (feet) (inearfeet) 31. Total jurisdictional ditch impact in square feet: 31. Total permanent stream impacts: 31. Total stream and ditch impacts: 15 31. Total temporary stream impacts: 15 3j. Comments: The sewer crossing was minimized to a 15' width at the stream crossing. The stream channel will be restored by returning it to grade and stabilizing the banks with vegetation. E. Impact Justification and Mitigation U 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Impacts for this section were part of the original permit, but were not installed. The site was delineated and field verified by the USACE and the site plan was developed to avoid as many impacts as possible. There are two temporary impacts for this project, which will be brought back to pre - construction conditions. All other jurisdictional WOTt1S and buffers have been avoided. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Standard construction and erosion control techniques will be implemented for this project. Equipment typically used for the installation of sanitary sewer lines will be used such as excavators, etc. 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? O Yes O No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: There are no permanent loss impacts for this project. F. Stormwater Management and Diffuse Flow Plan (required by DWR) U 1. Diffuse Flow Plan Ia. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? O Yes d No What type of SCM are you providing? ❑ Level Spreader ❑ Vegetated Conveyance (lower SHAT) ❑ Wetland Swale (higher SHWT) m Other SCM that removes minimum 30% nitrogen ❑ Proposed project will not create concentrated stormwater flowthrough the buffer Diffuse Flow Documentation 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOTs Individual NPDES permit NCS000250?* O Yes d No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? O Yes O No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? 0Yes CNo 2d. Which of the following stormwater management program(s) apply: m Local Government ❑ State Local Government Stormwater Programs m Phase II ® NSW ❑ USMP m Water Supply Please identifywhich local government stormwater program you are using. City of High Point Comments: Per the project engineer: 'These are the only impacts remaining with the Piedmont Crossing development. There are 216 townhomes proposed with this project. The site area of this project is 56.5 acres with a proposed built -upon area of 14.9 acres (26.2%). A stormwater management plan has been submitted to the City of High Point for approval. Stornmater runoff from this site will be treated by three wet detention ponds and one sand filter." G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* O Yes O 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)?* O Yes O No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* d Yes 4 No 3b. If you answered "no," provide a short narrative description. The project is a residential subdivision, which are typically not assumed to result in cumulative impacts. Any potential development that may occur as a result of this project would be local and subject to City, State and Federal regulations including stormwater management, riparian buffers, etc. to protect downstream water quality. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* O Yes d No O WA 5. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. Will this project occur in or near an area with federally protected species or habitat?* O Yes d No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* O Yes d No 5d. Is another Federal agency involved?* O Yes 4 No f3 Unknown 5e. Is this a DOT project located within Division's 1-8? O Yes d No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? O Yes O No 5g. Does this project involve bridge maintenance or removal? O Yes 6 No Sh. Does this project involve the construction/installation of a wind turbine(s)?* d Yes O No 51. 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.? O Yes O No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC National Heritage Program 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?* O Yes d No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* This project is located in the Piedmont of North Carolina, far away from any EFH areas. 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?* d Yes 4 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 was referenced on January 15, 2019. No historic listings, study list entries, or determined eligible listings were identified with the property. 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain?* 0 Yes 17 No 8c. What source(s) did you use to make the floodplain determination?* FEMA Flood Map Service Center Miscellaneous Comments Miscellaneous attachments not previously requested. Signature G? 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: Bob Zarzecki Signature oalf��- Date 3/1/2019 Soil & Environmental Consultants, PA 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: (919) 846-5900 • Fa$: (919) 846-9467 sandec.com PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION Project Name/Description: TRELLISES NORTH (a.k.a. Barrow Road Site S&EC Project #13370 Date: 2019 The Department of the Army U.S. Army Corps of Engineers, 69 Darlington Avenue Wilmington, NC 28403 Attn: David Bailev Wilmington District USACE Regulatory Field Office: Ralei I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil & Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This document also authorizes 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: Address: 4365 & 4371 Barrow Rd., & 7913 Clinard Farms Rd., High Point, Guilford Co., NC PIN: 7804814421 (75.64 acres) Deed: B008018/P01343 & 7804706213 (18.74 acres) Deed: B008018/P01479 Lat/Long: 36.055259/-079.986338 Watershed: Unnamed Tributary to West Fork Deep River (Oak Hollow Reservoir), 17-3-(0.7), "WS -IV; CA", Cape Fear / Randleman Lake 03030003 PROPERTY OWNER INFORMATION: Name: BRC BARROW ROAD. LLC Address: 804 Green Valley Rd., Greensboro, 27408 Phone No.: (331.) S'Sie7- 15'10 Fax No.: ( 1 - Mobile No.: ( 1 - Email: 0bu,1V6* Q l3�uslt[Dcrc'CtrxP�cNrES.<owt Property Owner (ease print) Property Owner 2�Z8/lq Date ' We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. � r IRM 4u LAMM its ■FOAMM I IL VII �i�rriran■a�r:■ra..�rrr �'�a1 ■U . i ��� ���rir�w.r..a�r•r•i■�rir.rirs �°� � �� c. � ,��� �� � � � �5��� !'°'!r w ���1� �fx� 1'll�'� iii i/ a � •r C r"1►+� �Kl�l� MAN I B -- k / MH 41.5± 8+62.92 X c �, TEMPORARY STREAM IMPACT NATES: S-1 = 15 L. F. 1. ALL MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM TO THE CITY OF HIGH POINT STANDARDS. VARIATIONS FROM COHP STANDARDS(CURB INLETS, TYPE OF CURB) - z� ARE SPECIFIED ON PLANS. 2. ALL DISTANCES ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. - t'•+ 3. ALL SANITARY .SEWER PIPE SHALL BE VITRIFIED CLAY OR SDR 26 UNLESS OTHERWISE NOTED. -MH A-2 V.C. PIPE WITH COVER BETWEEN 12' AND 14' SHALL BE BEDDED TO THE SPRING LINE \ �'�� STA 7+59.86 WITH WASHED No. 57 STONE. V.C. PIPE WITH COVER BETWEEN 14 AND 16' SHALL BE - / '6� / (- STA 2+74.00 . ENCASE WITH WASHED No. 57 STONE, PIPE WITH GREATER THAN 16' OF COVER SHALL BE DUCTILE IRON. \ \ / \ ti LIMIT DISTURBANCE �� 'Al 4. THE LOCATION OF WATER AND SEWER SERVICES SHALL NOT BE INSTALLED IN DRIVEWAYS. \ •. TO 1$• WIDTH AT M9 N N 5. WATER LINES SHALL BE DUCTILE IRON PC 350. - / MH OF-3 \\� �••• /. STREAM It WETLAND CROSSING \ C4 6. WATER AND SEWER SERVICES MUST NOT BE LOCATED WITHIN DRIVEWAYS. STA 1+31.55 \ \. \ ••• 7. ADEQUATE DRAINAGE FOR BUILDING PADS SHALL BE PROVIDED TO ALLOW y� �\ / TEMPORARY WETLAND IMPACT ^N.. DRAINAGE TO FLOW AWAY FROM BUILDING PADS. \/JIB\ M Z m" 8. WHEELCHAIR RAMPS ARE REQUIRED FOR CURB & GUTTER INTERSECTIONS. SEE -CITY OF ` \ / / (sW Q HIGH POINT ENGINEERING SERVICES DRAWING 511.01 FOR RAMP/DETECTABLE WARNING / \ \ / / •" 4 ' 4 w- 1 = .407 S.F.- 0.01 A V • // <'-+ SURFACES. RAMPS/SIDEWALKS SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS \ \ \ +['y��rme OF THE ADA. - I., \� q ��I�9. THIS PLAT Is SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A \ 4 ���• t• �aIn C FULL AND ACCURATE TITLE SEARCH - % \(,•• I x, ., W a 10. THIS PLAT IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY OF RECORD PRIOR TO THE DATE OF THIS PLAT, WHICH • •` WERE NOT VISIBLE AT THE TIME OF SURVEY. •• \ • �• \ 4 X 4 WATER-SW•:- 11. THIS PLAT IS SUBJECT TO ANY UTILITIES NOT VISIBLE AT THE TIME OF SURVEY. •�• �r�� N / `.e• •��.•.. �. 0 12. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. / O 13. TOPOGRAPHY TAKEN FROM N.C. LIDAR WITH LIMITED FIELD VERIFICATION. • �^�. •, �• �• : I~ 14, ALL ROADWAYS SHALL BE PUBLIC UNLESS OTHERWISE NOTED / - ••• /•' 4 �.`�• �' / ` e 15. STRUCTURES, FENCING AND PLANTINGS WILL BE RESTRICTED WITHIN THE • r • \�v� \ _, SANITARY SEWER EASEMENTS. `/ • - \/ -� - 16. WATER QUALITY BONDS SHALL BE POSTED ON ENGINEERED STORMWATER • • /� �� 4/j /i •• �� \ `�, Z'• ��• • • . DEVICES. PRIOR TO FINAL APPROVAL OF PLAT IF AS-GUILTS HAVE NOT BEEN • �••ae•• \ : / > ' '- SUBMITTED. • • � 1 17. DRIVEWAYS a a / ��� •• STA�+7300 \••lk 18. ALL WATER & SEWER SHALL BE PUBLICLY MAINTAINED. COMMON AREAS SHALL \ / �,/• / / MH 0+OD) \ S \ H.� • o / / Ii f A�1 BE MAINTAINED BY THE HOME OWNERS ASSOCIATION. / STA 7+2%.3B `�. • \ \ ( : / (_ STA 2+74.00 ROAD •A7 19. A BLANKET ELECTRIC UTILITY EASEMENT SHALL BE PROVIDED. ON 4 �• / 20. A 10 STREET YARD PLANTING YARD SHALL BE DEDICATED FOR PUBLIC \ /? / \ \ �`. e•/ ' I - STREETS THROUGHOUT SITE. IF REQUIRED PLANTINGS CANNOT BE MET 4 , •• / / �/ \� \ 1� \ e•e•I� / / WITHIN 10', PLANTING YARD MAY EXTEND FURTHER BUT NOT TO EXCEED 15'. - PLANTINGS SHALL COMPLY WITH CITY OF HIGH POINT PLANTING YARD `^ r7./ / / / �� `\ \ \ I / REQUIREMENTS. / 21. ALL UNITS ARE BE 2RSTORY. 4 /� Q WA 22. ALL RETAINING WALLS GREATER THAN 4' IN HEIGHT REQUIRE A BUILDING 4 4 > /y 11 PERMIT FROM BUILDING INSPECTIONS. 23. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT e_> FROM BUILDING INSPECTIONS. \ 9 /.� �• / I \ / MH OF-2 24. CONTACT THE ENGINEERING SERVICES DEPARTMENT, CONSTRUCTION INSPECTION--.y-••� DIVISION AT 336-883-3194 FOR ALL WATER AND SEWER MAIN CONSTRUCTION. mal � 4 STA $+$1i..3$ ALSO, ALL WATER AND SEWER SERVICE TAPS, DRIVEWAY AND SIDEWALK INSPECTIONS STORM DRAINAGE AND ROADWAY IMPROVEMENTS. 4 d 25. SUBMIT AS-BUILT DRAWINGS OF THE WATER, SEWER, ROADWAY AND STORM SEWER / / t' - '� �'•'i -4W 3tr 2W, - .� d �' d SYSTEMS TO THE ENGINEERING SERVICES DEPARTMENT UPON PROJECT COMPLETION. �'�••/ ' L PLEASE INCLUDE WATER METER AND CLEAN-OUT LOCATIONS: N71 I - Tp G " 26. THE CORE OF THE EXISTING SANITARY SEWER MANHOLES SHALL BE INSPECTED BY THE ENGINEERING SERVICES DEPARTMENT INSPECTOR. % . / SCALE: �.~��, Z I w uj TOWER MH A-1 m p TOP=887.09 1 tai W EX 20' J/ FLAT--TOP INV IN=879.60 I Z z MH OF-2 INV OUT=879.50 I W 2 U J \ STA 0+00 TOP=885.0± "'- - \ O d Lu S 0 EX MH INV IN=875.54 V INV OUT=875.44 FINAL GR DE MH B-4 m OUTSIDE DR P - 1 TOP=885.39 INV IN(DROP) 878.31 INV IN=863. / INV OUT=863 77 APPROX. / 6" W.L. FINAL GRADE lool / 18" MIN. mo FLAT-TOP c FLAT P / LAT-TOP WATER-TIGHT WATER TIGHT EX. GRADE � WATER-TIGHT MH OF-3 H OF-1 TOP=866.0t MH OF 1 \/ INV IN=854.33 TOP=86 .Ot OP=865.0± INV OUT=854.23 INV IN= 53.18 INV IN=853.18 „ . INV OU 853.08 INV OUT=853.08 TIE-IN TO Z --- . 01 7- X. OUTFALL MH TOP=863.24 ,,� .i 36" MIN. INV IN(EX. DROP)=857.40 / / / / U INV IN=851.46 O Z INV OUT=851.26 0.� �..• -� Fel II 0Z U 4' x4' / O WATER-STOP E"� If SHEET NO., DR L.F. SDR-26 SEWER 131.38 L.F. 8" D.I. SEWER 0.80% 209.92 F. 8" D.I. SEWER ® 4.50% Q' gL.F. " g R ® 285.36' LF. "SDR-26 SEWER ®7:80% 169.00 L, 8" SDR-26 SEWER ® 2.34% @ 1.00% �.n fB 4r] B +L D E n B 7 j { f f M + � n 1 r r { r µ' i�r Fin I rBrr— p Rol Ph n `rye t q j� x t `yr LSI iL v, .�'{w•��" �• * Iv r� Project Number: Map Title: N 13370.W1 0 700 1,400 Project Manager: Figure 2- Soil Survey Map I i i i I i i i I BZ Barrow Raod Site Feet Scale: 1 700' Guilford County, NC " = • — A SNoll & Eiivirosimental consultants, PA ource:Date: Guilford County 94l?I'.Lk.I'%—R.d. S.il 1111, H: ��. N(' 2W.15•Pwn.: j919) F..: (919) 9i6 11/6/17 Soil Survey Sheet 25 �d— rl 0 50 J �v C, Ohl -1 ALD f % 0 Ire N, YC --AM Ofi)E P 011N T V OW 0 Project Number: 13370.Wl Map Title: 0 1,000 2,000 N Project Manager: Figure 1- USGS Map I I I I I I I I I BZ Barrow Raod Site Feet Scale: 1 1000' Guilford County, . NC MRWI_ ,A I SNoll & Environmental Consultants, PA ource: Date: NC USGS 9462 I..l .1'%- R.d. S.il I" Rd�mo, XC 2]15' Pimm --(919)! 59 - F-(919) 94*0J 11/6/17 Guilford Quadrangle -L&—