Loading...
HomeMy WebLinkAbout20091173 Ver 1_401 Application_20091109V Hobbs, Upchurch & Associates, P.A. Consulting Engineers TRANSMITTAI P.O. Box 1737 300 S. W. Broad Street Southern Pines, North Carolina 28387 (910) 692-5616 FAX (910) 692-7342 TO: NCDENR HUA PROJECT # RK0602 Division Of Water Quality 401 Wetlands Unit Mail Service Center 09- 1650 Raleigh, North Carolina 27699-1650 $PAIP ATTN: Laurie Dennison FROM: Lee Humphrey HUA FILE NO. # RK0602 Hobbs, Upchurch & Associates, P.A. rg Q_-7 DATE: October 27, 2009 NOV 2 2009 RE: PCN Form (Revised updated) DENR • WATER QUALITY East Rockingham Sanitary Sewer Outfall WETLANDS ANDSTORMMTER®RMCH MESSAGE: Enclosed you will find, Per your e-mail dated 10-20-09 (7) copies of Revised PCN Application Form (7) copies of 11x17 and 8x11 drawings (the location labels changed due to the change of the application) (1) check for $40.00 If you have any questions, please contact me at this office Thank you Urk060213004runkline ltransmittal-dwg-401 wetlands.doe Page 1 of 1 Dana Crawford From: Lee Humphrey Sent: Tuesday, October 20, 2009 4:22 PM To: Dana Crawford Subject: FW: City of Rockingham: East Rockingham Sanitary Sewer Outfall (Richmond) -----Original Message----- From: Dennison, Laurie [mailto:laurie.j.dennison@ncdenr.gov] Sent: Tuesday, October 20, 2009 2:52 PM To: Lee Humphrey Subject: City of Rockingham: East Rockingham Sanitary Sewer Outfall (Richmond) DWQ received the application sets today for the above referenced project; however, a new PCN form designed by US Army Corps of Engineers (USACE) and Division of Water Quality (DWQ) went into effect as of January 12, 2009. Please visit the weblink shown below to download the new form and help document. Please review for changes in fee payment as well (now $240 and $570). A quick review of the old PCN impacts reflects an additional check will be necessary in the amount of $40. I will hold check #56570 for $200 here until the new completed PCN sets and additional fee are received. If you have any questions or want me to send everything back to you, please give me a call at the telephone number shown below. htt?i'/h2o.enr.state_.nc_.us/ncwetlands/_a_plyin;.html. Laurie Dennison 401 Oversight and Express Permits Unit Wetlands & Stormwater Branch NCDENR - Division of Water Quality Main Line: (919) 733-1786 Website: http (Jh20_ en_r._s..tate..nc.us/nc.we_tlands Note updated email address: laurie.j.dennison?ncden.r g_ov Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. 10/27/2009 o9- 1 1 T 3 ?0F W A 7-F9o I 1 o e.....rr.?r? ?..rr Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: NWP12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ? 401 Water Quality Certification - Regular ® Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ® No For the record only for Corps Permit: ? Yes ® No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ? No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ? Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No 2. Project Information 2a. Name of project: East Rockingham Sanitary Sewer Outfall 2b. County: Richmond 2c. Nearest municipality / town: Rockingham 2d. Subdivision name: N/A N 2e. NCDOT only, T.I.P. or state project no: DENR - WATER QUALITY 3. Owner Information 3a. Name(s) on Recorded Deed: City of Rockingham 3b. Deed Book and Page No. Linear Easements 3c. Responsible Party (for LLC if applicable): City of Rockingham 3d. Street address: 514 Rockingham Road 3e. City, state, zip: Rockingham NC, 28379 3f. Telephone no.: 919-997-5546 3g. Fax no.: 919-997-6617 3h. Email address: Page 1 of 10 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: Owner 4b. Name: City of Rockingham 4c. Business name (if applicable): N/A 4d. Street address: 514 Rockingham Road 4e. City, state, zip: Rockingham NC, 28379 4f. Telephone no.: 919-997-5546 4g. Fax no.: 919-997-6617 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Lee Humphrey 5b. Business name (if applicable): Hobbs, Upchurch and Associates, P.A. 5c. Street address: 300 SW Broad Street 5d. City, state, zip: Southern Pines NC 28387 5e. Telephone no.: 910-692-5616 5f. Fax no.: 910-692-7342 5g. Email address: LHumphrey@HobbsUpchurch.com Page 2 of 10 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Linear Easement 1b. Site coordinates (in decimal degrees): Latitude: Longitude: - (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Linear Easements 4.8 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Jennie's Branch 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin 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: Area is wooded surrounded by houses and roadways 3b. List the total estimated acreage of all existing wetlands on the property: .91 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 35.30 LF 3d. Explain the purpose of the proposed project: To provide sewer to areas of East Rockingham which have failing septic systems 3e. Describe the overall project in detail, including the type of equipment to be used: Installation of 12" gravity sewer with manholes. Project shall be consructed using trackhoes and front end loaders 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: ? Yes ®No ? Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? ? 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. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ? Yes ®No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ® Yes ? No 6b. If yes, explain. Project shall be built in phases as money becomes available Page 3 of 10 PCN Form - Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary T W1 ? P ®T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ .008 W2 ? P ® T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ .14 W3 ? P ® T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ 29 W4 ? P ® T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ .16 W5 ? P ® T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ 28 W6 ? P ® T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ .008 2g. Total wetland impacts see attached sheet 2h. Comments: see attached sheet for additional wetland impacts 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404 width (linear Temporary (T) (INT)? , other) (feet) feet) S1 ? P ®T Sewer Main Jennies Branch ® PER ? INT ® Corps ® DWQ 4 3.80 S2 ? P ®T Sewer Main Jennies Branch ® PER ? INT ® Corps ® DWQ 5 4.50 S3 ? P ® T Sewer Main Jennies Branch ® PER ? INT ® Corps ® DWQ 4.8 4.20 S4 ? P ® T Sewer Main Jennies Branch ® PER ? INT ® Corps ® DWQ 8 10.50 S5 ? P ® T Sewer Main Jennies Branch ® PER ? INT ® Corps ® DWQ 10 12.30 S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 35.30 LF 3i. Comments: Page 4 of 10 PCN Form - Version 1.3 December 10, 2008 Version %- rroposea impacts inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ? Wetlands ? Streams - tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary T W7 ? P ®T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ .007 W8 ? P ® T Sewer Main forested - riparian ® Yes ® Corps 008 ? No ® DWQ . W9 ? P ®T Sewer Main forested - riparian ® Yes ? No ® Corps ® DWQ .010 - ? P ? T ? Yes ? Corps ? No ? DWQ - ? P ? T ? Yes ? Corps ? No ? DWQ - ? p ? r ? Yes El Corps ? No ?DWQ 2g. Total wetland impacts 0.91 2h. Comments: There are 9 total wetland crossing. see other sheet 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 . Stream impact 3b. Type of impact 3c. Stream name 3d. Perennial 3e. Type of jurisdiction 3f. Average 3g. Impact number - Permanent(P)or (PER) or (Corps - 404, 10 stream length Temporary (T) intermittent (INT ) DWQ - non-404, width (linear • other) (feet) feet) S1 ? P ? T ? PER ? Corps ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T [] PER [I Corps ? INT ? DWQ 3h. Total stream and tributary impacts F 3i C . omments: Page 4 of 10 PCN Form - Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID Wetland Impacts (acres) Stream Impacts (feet) Upland b Proposed use or purpose (acres) num er of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 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 an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? B1 ?P?T ?Yes ? No B2 ?P?T ?Yes ? No B3 ?P?T ?Yes ? No 6h. Total buffer impacts 6i. Comments: Page 5 of 10 PCN Form - Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The gravity sewer is following existing topography and dodging existing houses, railroads and existing culverts. Streams will be stabilized and existing drainage patterns will be re-established. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank ? Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type 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: ? warm ? cool ?cold 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 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 PCN Form -Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ? No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0% 2b. Does this project require a Stormwater Management Plan? ? Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Linear sewer line installation. No impervious area being created. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ? Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? City of Rockingham ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 4. DWQ Stormwater Program Review ? Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ? HQW ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes ? No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 8 of 10 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ? Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ? Yes ? No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ? Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 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. Sewer goes to City of Rockingham WWTP which is permitted for 9MGD and has an average daily flow of 4.23 MGD Page 9 of 10 PCN Form - Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh © ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Natural Heritage Data Search and GIS Mapping 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes © No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Natural Heritage Data Search and GIS Mapping 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 KI 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? State Historic Preservation Office Weblist Search 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? -70-yes ? No 8b. If yes, explain how project meets FEMA requirements: manholes will be installed 2' above 100yr flood elevation 8c. What source(s) did you use to make the floodplain det k P, . ?3 . J oo 7 Applicant/Agent's Printed Name ?-gna re Date (Agent's signatutter from the applicant Page 10 of 10 PCN Form - Version 1.3 December 10, 2008 Version PROJECT NARRATIVE: East Rockingham Sanitary Sewer Outfall HUA # RK0602 The project is located in the eastern portion of the city of Rockingham in Richmond County. More specifically, it is located on the south side of Airport Road (SR 1966) from US HWY # 1 to Maple Street (SR 1967). This project consists of the installation of approximately 7,9001f of 12" sanitary sewer main and 39 manholes. The sanitary sewer main will be installed by using the trench method using trackhoe and front end loaders. The proposed impacts consist of excavation to install new gravity sewer across 6 locations. The streams and banks will be reconstructed back to their original grade and stabilized with geosynthetic fabric and rip rap. All disturbed wetland areas shall be returned to original grade. 80 0 CD. ? N (D O Q O 3 n / CD 3 y C lull. D m ?_ N N 8. C ? 8 7K F [l7' N f N i z? A W A a 3 - ? n d o N N v m- o iu 8 N lp \ \ 00 W I y 0 C i CD I '. co ,y I ? m I cr 0) 3 m l 3 i i ? .;5 C7 ` \ n, C \ , nT. A y to CD m *' fir- - ,`J.` `•'? m H a t1'"i?', Uf ` N -? A a N Copynght (C) 1998, Maptech, Inc. 4 C5 int to o In U) •� Ii�'�• •s 'ice' � � �'' " •.,.�„r:=���� '.. i � .,�- � -R- _ � * �' Y r• , , Aleo •' y� 1 fes•,. 42 - +•! • � �� • * • , . • • 7. • �' . t 1 • .. + ''Pine \.S 1 V FS C- �,, r • ar *i i C f . •,r.. EAST ao J 40i • •v, PROJECT j'. ' �, ` � ♦ coco LOCATION • � • • � , r 8.ry N ti•• 1• '.•ate - *• ir �tCJV r ~\ 1) Ji+ .. ••. — .4ti.NL. *Myr •-�_ �.- �•� e • . . *� • ; � '' ` + ,�. tj i • /,/i * �• hos • 1 Magnetic Declination • \ . i �•.: _ r I 'Sty • .� •lam .`t ` . %` • • f •• Ci LO N Ip Copynght (C) 1998, Maptech, Inc. 34° 56 58" A n .. 34° 55 55° 34'51'(r Soil Map-Richmond County, North Carolina (East Rockingham Sanitary Sewer Outfall) WJ VA ? . e ; < Map Scale= 1:52700 i printed on R size (8.5° x 11°) sheet. v N Meters 0 500 1,000 2,000 3,000 Feet 0 2,000 4,000 8,000 12,000 USDA Natural Resources Web Soil Survey ail= Conservation Service National Cooperative Soil Survey 0 4k. m 34" 50' 57" N 10/15/2009 Page 1 of 3 29 m 7 UO t `m o @ ZU c (?a o c U ? c E t 01 U_ C ? U L o 10 ? N (-off W 0 Q 0 @ c N (0 O c r @ > O N N m 3 U > m "O O 0 O C E C E @ @ @ En @ 7 w r C O O O - Y @ Z o R f p` 8 ` ?p N C N d o 0 m t co > co o r ( o y (o @ ° » >p Z o$ o E m N Q 3 U mZ Z a 0 Z o f a £ R.: c C N Q Q U @ o @ ?? to a c @ ?° @ o Qv_ O C O O T @ @ .. @ @ 0 C O _ CL a> 'o @ . LL Z v @ @ @ C 0 o O@ Z?- O m QN " g L 3 E o o w -O c c 0 0 . O a @ E 2 as @ @ En ^ a @ T w a C . R o -p 5 V _ m CL r E Q _ U q 7 ? J @ N N Q' > @ @ N L-a C N C G Q P- @ :E d @ Z? E @- C N O,? O a7 'O 'O N 0 .L., , T . 0 . v @ a7 lR O o) @ C 0 :6 5, :3 Cc 0 @ E ? 05.2 - 'G Z Q a7 2 ' 0 j 0 @ 3 . O O C v O N a@ d O t -E 2 ' 0 m a i a i o i a o aE 0?8 F 0? o ~8g0 ca D p O } V L - T Q tl 3 Q. _ m V O tD ° a m a° (n > c '^ c as E m m L° @ o o > O c C? w U O In ? } s O U. A m LL O ? \ LLI t f a 3 W J IL o a o 0 N Q a ca T) d m c a m o E m Z` m 0 ?? n '0 0 0 O a ° a m a 0 3 oQ N ?. o. d U) a 3 0 `o = LL C7 0 v S o n uj o m o m m U) fA ? m CO 0 U) C ?' as I' 3 2 >, > > `v m m a> > > t a) c 0 c Y m c Q (0 p m m U U (7 (D J J a O0 in (n in U) m i0 65 n. = 6 a t o O Pn o 0 0 N N @ °a T @ co y o Z? M m o m U a .0 0 30 O Z @ U U) U @ 3 h 0 c tl! ? @ @ ?c ?. c m 0 2 U Soil Map-Richmond County, North Carolina Map Unit Legend East Rockingham Sanitary Sewer Outfall Richmond County, North Carolina (NC153) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AcB Ailey loamy sand, 0 to 8 percent slopes 371.6 6.5% AcC Ailey loamy sand, 8 to 15 percent slopes 670.9 11.7% AuB Ailey-Urban land complex, 0 to 8 percent slopes 443.5 7.8% AuC Ailey-Urban land complex, 8 to 15 percent slopes 39.0 0.7% CaC Candor and Wakulla soils, 8 to 15 percent slopes 332.8 5.8% ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded 23.2 0.4% JmA Johnston mucky loam, 0 to 2 percent slopes, frequently flooded 166.1 2.9% Mac Masada sandy loam, 8 to 15 percent slopes 231.3 4.0% Ma D Masada sandy loam, 15 to 25 percent slopes 1.9 0.0% OrB Orangeburg loamy sand, 2 to 6 percent slopes 85.4 1.5% PaD Pacolet gravelly sandy loam, 15 to 35 percent slopes 4.9 0.1% PoA Pelion loamy sand, 0 to 2 percent slopes 66.6 1.2% PoB Pelion loamy sand, 2 to 8 percent slopes 275.5 4.8% PoC Pelion loamy sand, 8 to 15 percent slopes 200.4 3.5% PrB Pelion-Urban land complex, 0 to 8 percent slopes 191.4 3.3% PrC Pelion-Urban land complex, 8 to 15 percent slopes 111.7 2.0% TbB Turbevlle sandy loam, 2 to 8 percent slopes 1.1 0.0% Ud Udorthents, loamy 149.4 2.6% Ur Urban land 36.4 0.6% UwC2 Georgeville clay loam, 8 to 15 percent slopes, moderately eroded 10.0 0.2% W Water 56.1 1.0% WcB Wakulla and Candor soils, 0 to 8 percent slopes 2,148.1 37.6% WUB Wakulla-Candor-Urban land complex, 0 to 10 percent slopes 101.3 1.8% Totals for Area of Interest 5,719.8 100.0% Natural Resources Web Soil Survey 10/15/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 ZKL-Z69 (M) :-DJ - 9195-Z69 (M) au04d L9£9Z OU;IOJDD 41JDN 'saved u»41,OS '1aai1S PmS 'M'S OOC L8f'Bl ougoJoO YMN 'saved wayInoS siauuoId puo7 f sio fa unS 'sjwui6u3 6uglnsuog yd `salei?ossV f 4?jngadn `sggOH MR d`d l lnOA`dl ll`d 13AO o 0 VNIIO2d dO Hi2JON 'JdNnoo ONOWHOIiJ m lldiln0 2OM3S A2]blIN`dS o o o VIVHONINOO?I lS` 3 a g a 2 l o y Q w Q?I- O O O zry Q C) W ?- O ry cn W (J-) O nl? w Q a_ z Q SCALE: 1 50' 50' 0 25' 50' 100' MH #34 \\ o o l\ K.... 10' TEMPORARY CONSTRUCTION EASEMENT MH #34 WETLAND AREA .008 ACRES 30" UTILITY EASEMENT PROPOSED 12" DIP SANITARY SEWER 9X\ 1 00 \ o0 x \ MH #35 Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W1 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 427842.18 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1766063.17 SCALE: 1" = 50' 50' 0 25' 50' 100' v 6,Q 10' TEMPORARY CONSTRUCTION EASEMENT / X \\ o? / x MH #35 o? x MH #36 X00\ \ WETLAND AREA .014 ACRES - STREAM CROSSING S1 30' UTILITY EASEMENT PROPOSED 12" DIP SANITARY SEWER MH #36 WATER TIGHT STA. 11+87.58 S-8 RIM ELEV. 235.00' Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W2 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 427846-0516 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1766236.8774 N 00OI Oj i i i I N _ ------------ k j i v7 I : D O O N 1 N 111 i Irk o? i ! 3 m r- O ' m' r- -rf m. < Oi c ra w W O C r m D m K m z n V) X D r O D O 411 CP CA ?- O z 1 Op (n N m I j 01 fTl Vl 0 X 00 z D ' (n I ' j 1 ?? ? -u 1 Z C7 O 0 G7 j 1 ( I j <m m? m N m- 7 0O1 O 7 I mX O ? m ' I I 1 m Ii i z 1 II N rN____ _____ 1 1 1 I i N) 10 j i0 CD Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY 1qj Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W3 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 427521.58 Phone: (910) 692-5616 - Fox: (910) 692-7342 E 1766927.54 IN ' N TEMPORARY CONSTRUCTION EASEMENT Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W4 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 427341.28 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1767196.75 N N N ' N U' o cn C? C?1 i ? ' -P n N) 0 M10 U, + ....... .... ._._ Ir Oi I Oi II no Lo::E z ! o >Z v) V) p -+ AM / m +rn 0 r J ( < b f -?? N mn ! N CID ?'j C) o z d Cl1 O / Z 1 41 f , O V) U N ' O ?I p ...... .-g w OI \ C o m m D O t? Z ? i N li O? I Yi C7p m m Z p rD ZJ I C/) (n O ^C 1 r m. m D Cf) 00 i m :; O Z -I W Cl) + I L7 N A p Z 01 cy) O I O_ I N N ( N oo . v) W: A 000,11 1 Z0 1 C)o m I Co Do I ?m 1 I I mN 'PX 00 \ k o o' {, I ' C14 O? ?N 10 I Un 1 0 I CCn I Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY 1qj Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W5 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 42701 7.28 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1767512.71 30' UTILTIY EASEMENT -? PROPOSED 12" PVC1\ SANITARY SEWER \ ti? 00 \. >1 MH #45 1 MH #46 10' TEMPORARY CONSTRUCTION \ EASEMENT STREAM CROSSING S3 WETLAND AREA SCALE: 1 50' 0.008 ACRES 50' 0 25' 50' 100' MH 46 VEN ED 250 245 240 401-F DIP i 235 235 ........ ........ ._.......... _ ? ............. ....._.._.....__...._..::._................_... ....... _.... _.. 34+00 35+00 36+00 Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY 1qj Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W6 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 426566.06 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1767947.80 ?a 10' TEMPORARY CONSTRUCTION 'r EASEMENT ? 51+00 ?- SCALE: 1 50' 50' 0 25' 50' 100' MH #55 PROPOSED 12" PVC SANITARY SEWER i i 52+00 53+00 ? 7- 30' UTILITY I WETLAND AREA \----10.007 ACRES Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W7 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N425416.26 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1768842.75 EASEMENT STI SCALE: 1 = 50IVIFI " - 50' 0 25' 50' 100' u - , 7__ MH #64 WATER TIGHT ... ..... ..... _...., . ...... . .......... ....... ........ ,........... A.. ...,_ .... . ........ .......... STA. 0+00 S-68 WET MH #63 RIM ELEV. 275.00' LAND ....... . . STA: 69..?,.3?85. 5-8 ... ......... :.. WATER TIGHT WETLAND MH #62 WATER TIGHT STA 67+ 2.51 S-B RIM ELEV. 273.50' 275 . 5 i 275 WATER TIGHT- _..._.. _ ;... __..__ .. .._ ._. .... ... .. ..... RIM ELEV. 272.00' _- -? 100 - YR _ ... _ FLOOD ELEV. / 270 270 ......... ..... . 265 12,. Dlp 265 AN. .. pVC _5EW . 1..20%......._ .. . @...... . .... SEW. SAN .... 12 60% 12" DIP @ SAN: SEW. 260 0.40% i i i.. ._..... 67+00 68+00 1 . 69+00 70+00 260 Hobbs, Upchurch & Associates, P.A. EAST ROCKINGHAM SANITARY 1qj Consulting Engineers, Surveyors & Land Planners SEWER OUTFALL Southern Pines, North Carolina 28387 LOCATION NO. W8 & W9 300 S.W. Broad Street, Southern Pines, North Carolina 28387 N 424021.25 Phone: (910) 692-5616 - Fax: (910) 692-7342 E 1769630.60