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Home My WebLink About20091217 Ver 1_401 Application_20091109p9- 1 2 1 7 TRANSMITTAI Hobbs, Upchurch & Associates, P.A. Consulting Engineers 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 # HC0901-PUPPY Division Of Water Quality CREEK 401 Wetlands Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 FROM: Lee Humphrey HUA FILE NO. # HC0901-PUPPY CREEK Hobbs, Upchurch & Associates, P.A. DATE: November 10, 2009 $PAID D RE: PCN Form Sanitary Sewer Improvements - Puppy Creek Outfall MESSAGE: Enclosed you will find, (5) copies of PCN Application Form with supportive information. (1) check for $570.00 If you have any questions, please contact me at this office Thank you 192@9NWIEPN u NOV 1 2 2009 DW - WATER t:ii , VErLk4DS AND STORmWATER BRAWA c: (documents and settings Werawfordldesktoplpeonitsltransmittal-dwq-401 wetlands.doc 091217 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.0 November 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit ? Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No 1 d. 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 In 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: Sanitary Sewer Improvement Puppy Creek Outfall 2b. County: Hoke 2c. Nearest municipality / town: Raeford 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name on Recorded Deed: _. 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): DEN -'W ATFR (it 1A1 PY 3d. Street address: NDSANDSTORWAiRBR/WcH 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 11 PCN Form - Version 1.0 November 2008 Version Section A. Applicant Information, continued 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: 4b. Name: Hoke County I 4c. Business name (if applicable): Hoke County 4d. Street address: 227N Main Street 4e. City, state, zip: Raeford, NC 28376 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: William Mullin 5b. Business name (if applicable): Dr. J. H. Carter III & Associates, Inc Environmental Consultants 5c. Street address: 515f Midland Road 5d. City, state, zip: Southern Pines, NC 28387 5e. Telephone no.: (910) 695-1043 5f. Fax no.: (910) 695-3317 5g. Email address: wmullin@jhcarterinc.com Page 2 of 11 PCN Form - November 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): 35.014 - 35.020'N - 79.143 - 79.129'W 1c. Property size: 0.85 mile sewer line acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Puppy Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Cape Fear 0303004 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: The site area is a forested area located in the vicinity of rural suburban neighborhoods. 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: 3e. Describe the overall project in detail, including the type of equipment to be used: Instalation of a new sewer line system that ties into additional systems off site. Standard construction equipement and best management practices will be utilized. 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? 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): William Mullin Agency/Consultant Company: Dr. J. H. Carter III & Associates, Inc. Environmental Consultants Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. September 2009 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. Page 3 of 11 PCN Form - Version 1.0 November 2008 Version 13 C. Proposed 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 Type of wetland Forested (Corps - 404, 10 Area of impact (acres) Permanent (P) or impact (if known) DWQ - non-404, other) Temporary T W1 ? P ®T conver. PF01 ® Yes ? No ® Corps ® DWQ 1.14 W2 ? P ? T ? Yes ? No ? Corps ? DWQ W3 ? P ? T ? Yes ? No ? Corps ? DWQ W4 ? P ? T ? Yes ? No ? Corps ? DWQ W5 ? P ? T ? Yes ? No ? Corps ? DWQ W6 ? P ? T ? Yes ? No ? Corps ? DWQ 2g. Total wetland impacts 1.14 acres 2h. Comments: 1.14 acres of wetland will be temporairly impact at 7 locaitons along the 0.85 mile line by the placement of sewer pipelines. The line will not result result in permanent fills of wetlands only conversion from forested to herbaceous wetland system. 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. Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact number - impact intermittent (INT)? length Permanent (P) or (linear feet) Temporary (T) S1 ? P ®T temp Puppy Creek ® PER F1 INT 4.0 40.0 crossing S2 ? P ®T temp crossing unnamed trib to Puppy Creek ? PER ® INT 2.0 60.0 S3 ? P ? T ? PER ? INT S4 ? P ? T ? PER ? INT S5 ? P ? T ? PER ? INT S6 ? P ? T ? PER ? INT 3g. Total stream and tributary impacts 100 temp. 3h. Comments: The crossings of two stream areas area A (Puppy Creek) and areal on the mapping are temp. crossings that will be return to grade and not result in any actual change to the stream channel. Page 4 of 11 PCN Form - Version 1.0 November 2008 Version C. Proposed Impacts Inventory, continued 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 individual) list all o en water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number waterbody Type of impact Waterbody type Area of impact (acres) - Permanent (if (P) or applicable) Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: Page 5 of 11 PCN Form - November 2008 Version C. Proposed Impacts Inventory, continued 5. Pond or Lake Construction If and or lake construction pro osed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose 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 ou 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 (square Zone 2 impact Permanent (P) for impact Stream name mitigation feet) (square feet) or Temporary required? T 131 ? P ? T ? Yes ? No B2 ? PEI T ? Yes ? No B3 ?P?T ?Yes ?No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 PCN Form - November 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The line had been reconfigured seveal times to minimize impacts. The entire line was shifted from the eastern side of the creek to minimize impacts. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best management practices will be utilized as well as quality sediment and erosion control. 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: 100.0 linear feet 4c. If using stream mitigation, stream temperature: warm warm, cool, cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 1.25 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h.. Comments: forth coming EEP approval letter 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 7 of 11 PCN Form - Version 1.0 November 2008 Version D. Impact Justification and Mitigation, continued 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 Reason for impact Total impact (square feet) Multiplier Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 Total buffer mitigation required: 6c. 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). 6d. Comments: Page 8 of 11 PCN Form - November 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? ? Yes ? No 2. Determination if the Project Requires a Stormwater Management Plan 2a. Does the project require a Non-404 Jurisdictional General Permit? ? Yes ® No 2b. Is the project subject to General Certification 3704 or 3705? ? Yes ® No 3. Determination of Stormwater Review Jurisdiction 3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties management programs (check all that apply)? ? HQW If so, attach one copy of the approval letter from the DWQ and one copy of the ? ORW ? Session Law 2006-246 approved stormwater management plan. ? Other: 3b. In which local government's jurisdiction is this project? Hoke County 3c. Is this local government certified to implement a state stormwater program? ? Yes ® No If so, attach one copy of the approval letter from the local government and one copy of the approved stormwater management plan (or one copy of the approved Stormwater management plan stamped as approved). 4. Information Required for DWQ 401 Unit Stormwater Review 4a. What is the overall percent imperviousness according to the most current site plan? 0% 4b. Does this project contain any areas that meet the criteria for "high density" per ? Yes ®No General Certifications 3704 and 3705? 4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the stormwater management plan. 4d. Has a completed BMP Supplement Form with all required items been submitted for each stormwater BMP? ? Yes ? No Page 9 of 11 PCN Form - Version 1.0 November 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. 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)? 1 c. 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 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. The project is a sewer line improvement it is intended to alleviate spills at pumping stations and stimulate construction to tie into the line. 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. The project is a gravity sewer line. Page 10 of 11 PCN Form - Version 1.0 November 2008 Version F. Supplementary Information, continued 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? ? Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NHP data base search and on site visits by JCA staff 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? NHP data base search 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 ® 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? SHPO on line data base search 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: All manholes are located at least above 100 year flood elevations 8c. What source(s) did you use to make the floodplain determination? FEMA mapping 4 ??? //?S Gy Applicant/Agent's Printed Name Applicant/Age " s ignature (Agent's signature is valid only if authorization letter from the applicant Date rovided. Page 11 of 11 PCN Form - November 2008 Version Ip M N Y ? N ?o ? J w 11 o to a ? a a X fl ? H z a h F- ?_, -4 T) EPRdSPEPT MV w ? a ? ¢ a ~ o V 2p N r Scs - wo ` l C \y` .,= 1 - =S MAIN m wL. m o -M w ;? O m tV O b ? t7 lh o? m3 Um LU m O 0 Z O S a, c? O, O 7 Y O O U I? QT m OQ. 3 O ? co ,d£.S e6L ,.6Z.8 o6L ,.££.S o6L lL 0 w N m m O O O O R ? O N OO to m Q O 0 8 D N O Q O O ? N N r N m a m f o 0 Z-< ,d£,8 AL 0) h SO N ? m n ? R a m U m O Z65 ?m U m Q .00 30 m 0 m z 8 N E so p7 N O mp iy m? 7 CC ZU G N ? 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N R O 2U ?I J4, Soil Map-Hoke County, North Carolina Map Unit Legend Puppy Creek Outfall - Hoke County Hoke County, North Carolina (NC093) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AuA Autryville loamy sand, 0 to 2 percent slopes 16.8 3.0% BaB Blaney loamy sand, 2 to 8 percent slopes 55.0 9.8% BaD Blaney loamy sand, 8 to 15 percent slopes 75.6 13.5% BrB Bragg sandy loam, 1 to 4 percent slopes 3.1 0.5% CaB Candor sand, 1 to 8 percent slopes 5.2 0.9% CaD Candor sand, 8 to 15 percent slopes 0.4 0.1% FaA Faceville loamy sand, 0 to 2 percent slopes 41.0 7.3% FaB Faceville loamy sand, 2 to 6 percent slopes 15.1 2.7% GdB Gilead loamy sand, 2 to 8 percent slopes 24.8 4.4% GoA Goldsboro loamy sand, 0 to 2 percent slopes 43.2 7.7% JT Johnston loam 70.9 12.6% Ly Lynchburg sandy loam 1.9 0.3% Mc McColl loam 7.3 1.3% NoA Norfolk loamy sand, 0 to 2 percent slopes 87.3 15.5% Pa Pactolus loamy sand 7.4 1.3% Ra Rains sandy loam 22.9 4.1% TR Torhunta and Lynn Haven soils 6.6 1.2% W Water 2.8 0.5% WaB Wagram loamy sand, 0 to 6 percent slopes 74.4 13.2% Totals for Area of Interest 562.0 100.0% Natural Resources Web Soil Survey 7/6/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 ,.opyngm (G) laau, impiecn, mc. 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I ~ ~ * ' ~ / / 1 \ ~ _ STA. 11 +34.53 S-1 ~ ~ ~ ~ ! ~ ~ ® ~ ® ~ ! 98.5' ~ ~ ~ m ~l f . ® ~ ` 10' TEMP 10' TEMPORARY CONSTRUCTION ~ ! / ~ ~ ~ m Yl \ ~ ~ I, ~ .l ,l EASEMENT / ~1, ~ ~ 1\1 40 ~ ~ w o ~ I~ ~ I ~i N 1 ~ Q~ N ~ i R C ~i / ! / ~ 50' PERMANENT ~ ~ ~ ~ `®i / ~ UTILITY EASEMENT " ®t o ® 6 °o f!~ ® ~ / ,,i / ~ ~ ~ LIMITS OF d « ~ « ~ ~ CJ ~ 176° 12'28 . ~ j ~ 15 ~ ~1 CLEARING ~ ~ ~ ~ ~ / ~ ~ i ~ ~ ~ ~ ~ ~ ~ O WOODED « ~ i ~ AREA ~ i PROPOSED ~ ~ TEMPORARY ~ ~ , o ~n ~ ~ TRANCE 30 UTILITY EASEMENT i ~ ~ CONSTRUCTION EN ~ ~ / ¢ ~ ANTI-SEEP ~ ' ~ ~ ~ ~ ¢ ~ ~ ~ ~ N i ~ ~ COLLAR ~ ! ~ ~ ~ 1 ° n ~ ~x ~ ~ ~ ) ~ R ! t~no NEW TREE 75 21 32 3.0~¢ TEMPORARY ,.r- ® x 17. a ~ ~ ~ ,s ~ ~ ~ o o~ LINE (TYP.) i MH 3 PUPPY CREEK WATER BAR (TYP.) , MH ~3 ) W fi ° PUMP STATION ~1 . i ~ STA; 7+20.12 .S-1 ~ ~ ~ m O ~c o3s ~ STA. 0+00 5-1 , • ~ ~ : ~ 1tnNa 1 ~ NEW SILT a ~ °o M q.' 336.6 FENCE _ ~ Cw - - -166°49'12" - ANTI-SEEP . - - ~ ° COLLAR ~ . ~ ' MH 2 ~ 210.QI3 i~ STA. 5+47. 7 S-1 e - - - ~ WOODED )DED i ~r:J~ ~L.-. r~ . r AREA A ~ ~ I i MH 1 # EXISTING EDGE i p STA. 2+10.43 S-1 . 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I~- _ ---~'-.-~I .._.~1 I _ ~ I _ I ~ E T~. ~ _ s ~ ~ ! ~ a I -r----.~--_ - -i-- I - _.G3 ' - d__. ~ _ -----I~- ~ - ~ ----I`----~ ~ a ~ - y__ (._~.w ~ f __l_._..~ i _ _~LT.~. f ~ .j -.~L..~._.._. _ ! ~ I _ ~ - ~ i _ i ~ i_ _ --~E~N-STING ~ _ I ~ ~ { __.L_T _ ~ { ~ ~ I _v 194 - ~ ! ~ i I _ _ ~ -r _ i i _ t ~ I , I s ' I ! i a f I ~ 195 _ ,__.1_._.a-0 YEA - ~ _ _ ____a_____ ~ ~ ~ ~ ;r.~...__._ T"~" ==1---- ~'--~----IL-QOM-~ _ _ATI ~T , _ _ - - , -L~~ -------r i ~ I 1 5 ~-~-~--~---~-r--- I ~ -i- - ~ 5 - ~-------F- w _ _a__-.__ _ ~ ~_L.~ ,l['--1---- - ' _ I ~ ~ i , i , ~ ~ 190 ~t Q ---.r------_ ' _ ' ~ - _-~____--.L__ s ~ --j~-----<-- r. ~ ~ ________._.__.~._____~.u.__ ~ n U .____a-__ ~ - _ _ _ ...__._.L____w_ I i _ _ - ~ - --i- } - - ~ ~ _ , ~ ' ' i _ - ___.;_M_ _ ~ I _ T -,-~_.-.~FtoaD-~L~ ~Tlot~r--- 155 ~ -------f----;- - - _ _ _ ------I~--w -C-- Ww ~ ; ------,------E-- .__._i_ _ ._..~L _ ~ 175 I _ _ _ _ I _ I i I _.~__---I,_._. ~ ' ______.t ~ _ _ ~ i ~ ~ _ .._._._-i_.._..._ ~ ---k--__ - - -}_.-._.....C~_~____ _._.-.~-_T_ _ _ _ _ w._ ^ T ~ ~ {~.qL. ~F ' _ e0 ~kR r~ ~ - ~ ~ ~--------r-------__--- _ _ 0~. _.._~a.-~-..._._ ~ I _ ~ _ _ 3 ~ s _ _ ~ w 1 ~ I I .,;a ~ I I - - V' ~...,_i._._. r' 1 - - _ _I _ ~ t` _ ~ _ ~ ~ _ _ ~ _ _ t ' _ L___ .,.w_~..__ - _ _ _ - _ . _ 2.~_ S EW. Q~`-0~1-~°~0- _~_~_.____,_._._,___I,.____ ~ ~ w^ _ Y _ i ...____1____ _ _ .__.__s...__ , __---r-_-_ I 1 I ~ ~ - I o i __i___ _ ~ ~ _ _.~.._.~.______r.~__r _ _1_____.._ _~_._I,._______ ~ Y.: ~ m i _ ` ~ ~ ~ ~ MARCH 2009 ~ - _ _ _ ~ _ I I y _ ~ ~ - _ _ _ ~ ~O DESIGNED: JLH r- , - - - _ ~ ~ ~ f f h~ E _w ~ , _ _ _ DRAWN: MAM - _ CHECKED: EWW r.,__.,_ _ ~ ~ ~ _ ~7_ I i G(I ~ _ ~ _T_ _ _ _ _ _ _ _ _ T~ ~ . r...,. E j._. .--,L_._ vIN~~-~Jl-`1 ' ~1~~ a.,~.__ i__._____ ~ SCALE: Y=5> _ m._._ _ _ _ _~.k~_:.- Irv:--0~~-~-ass 5av---.~---_-_ ~ _ ,v.__ _ - 1 fi5 SHEET No. ~w~~ ; ~ _ _ ~ t _L__. ~ ~ _ ~ . I _ ~ _ i ~ V~! , _ T _ _ 155 ~ ~ I _ ._._.__t_ _ _ _ ---i --I-------------- I ~ ~ ~ ~ , -j ~ ~ _ _ .__.._a__._.__ . ~ _ ~i ~+00 9+00 `'?10+ 11+00 1 ~+nn 1 ~~.nn ~ ®a• ev a asw O32 R ry~~ .._--r- E{E i i f ~ j i i i I I _ REVISIONS x`•~ TEMPORARY EASEMENT LINE SHALL /r' ~M• DESCRIPTION ' DATE BY • ~,..x~-.. BE LIMITS OF DISTURBANCE ~ ~ j NCDENR-LQ COMMENTS !6-26-09 DBC ~ ~~k\ •I NCDENR-LQ COMMENTS ' 7-17-09 DBC f s~~~~~ f` ,...x . • ~ NEW SILT ~ . ~ x i. !'i FENCE l CHANGED SEER ALIGNMENT ! 9-15-09 DBC MOVED PUMP STATION i 11-4-09 DBC ~ vi ~ g_ ~ ~ • ~ ~ ~ ~ / • ~y~ ~ ~~Y. / • . it f ~ • p~ • 200 ~ . ~ ~ • ' 6 Lam` I ~ } f I'' STOCKPILE ~ . i''€ 'i t AREA i • STOCKP LE • • ' ~ C ~ 'i AREA X ` . . 1 ~ ® ~ ~ • !;;1 ~ 200' ® ® ) ! A ~ M I ~ ~ N i1 • . . NEW SILT r ® ! ~ b C^ . MH 6 ~ k FENCE • + . S-1 • k ~ v co , . 200 • • . ~ ANTI-SEEP :EP ~ o 0 i x '~,J'~ ~ . • ~ ~ COLLAR ~ ~ PROPOSED 18 / 1 ~ Z ~ rr~`~ 9 SANITARY SEWER ~ O V ~ X 50' WETLAND I ~ a . i ~ / k 0 OFFSET 1 j o ~ . / . i. 9 i~ 4~ ® ~ y~r~ • 15 TEMPORARY / MH 4 ~ / ® ~ ~ n ~ ~ N a ~ ® x STA. 11 +34.53 S 1 CONSTRUCTION EASEMENT / I ANTI SEEP ~ I ~ ~ ~ ~o ~ / ~ COLLAR 115' 9'11" ~ ~ . ~ / ® 2 ® ~ N o ° @ ~ / / k / / s ~ ~ C ~ o ` ~ ~ ® j 1„y o s ~ / / ~ ~ ® ~ ~ ® E ~ ~ ~ WOODED ~ I C ~ ~ a / / ® LiMiTS OF ~ AREA ~ i 3 0 ® p n ® / CLEARING ~ ~ / 5 140 00 04 ® / 2 { ~ ~ a / / ~ ~ 2, ~ ~ A' 1 & 3. 50 PERMANEC~f' A ~ 43 / E 2 6 ~ ~ ~ ~ ~ ~ ~ S ~ ~ ~ UTILITY EASEMENT ~ S ~ / ~ 0 i _108 01 40 ~ ~ ~ 15 ~ Op~ ~ 10' TEMPORARY CONSTRUCTION ~ 174®41'52" ~ ~ ~ ~ ~ ~ ~ a EASEMENT ~ I ~,_i < I ~ ~ ~ ® ~ ~ k ~ / . ~ ~ ~ ~ ` / EX{STING EDGE ~ OF WETLAND TYP. ~ ~ ~ ~ ~ ~ ~ ~ ~ ( ) ~ TEMPORARY ~ k ~ WATER BAR (TYP.) NEW SILT ~ ~ ~ NEW TREE ° ~ 1 FENCE MH #5 ~ k LINE (TYP.) ~ ~ ~ ~ X16& S ~ MH ~8 { STA. 13+47.96 S-1 ~ ~ ~ ~ ~ ~ ~ ;I . / ~ ~ STA. 23+35.69 S-1 PROPOSED ~ROPOSE4 ¢ ~ ~ k 149'34+ 43" r WOODED s G, 30 UTILITY EASEM 'ILITY EASEMENT ~ ~ ~ ~ ~ t AREA ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / r IN MAP 37109466005 SCALE. = 50' FLOOD PLA ~ k ~ ~ OCTOBER 17, 2006 50' 0 25' So' 100' f ( a' i ~ MH #7 ' - ~-r--k - ~ ~ ~ STA. 21+19.28 S-1 ~ `I ~ 4-53--S ~ J..~._._.. ~ ~ .-----i-_ ~ ,1..._.~._._ A...,. I r~ F o ~ ~ ---AIM ~-08~a-~-_.._._~_~___- - _.--~-s-T~A:~-a~ ;ss-;s_~--~ _ _ . - ujf' - ~ I - _---t-_ - ~ ~ -i . ~ I - ~ - - _ _ ~ _tl._.__ ~ _.___L ~ ~~A_~__._ -4------ --r_ ---r--- ~ ,,----------t----- ----J- --E . ; -2 - p-~-~-- , i w~,.~ _ s _ ~ ~ r , ~ ~ # ..._-_.I___. 215 , _ , ~ _ , _ I _ ~_____f..___._-- ; - _ 205 _ _ ~ _ ____I,.__.._ -~-1-~--_ _ ~ ~ ~ - -----t-r- ____r__ ~ . ~___~.v._~.~ _ _ _ ~ , i _ i ~ _ ~1 __._r___ a_._._._.~ _ _ ~ _ _ ~ w....ai _.,_,a i k.._ . _ _ _ ~i - ....I . _ ~ _ I 'i _ ~ J I I ~ - ~L _ 1 _ I ;~T -r-----;--- :-~--r-~-- ~ 200 I - - i I~ ~ I ~ __.__.,1~ _ ' , ~ - - -7-- ~ i ! ~ - ..~t c' ( I ~ ~ I , _ , , .__ri_ ~ }__w___ E _ L_____ r I ~ - ~ r _ _.._--I , ____7___ 4- _ ~ _ ~_~.__wl~.~___.~"~ _ i__ I _ _ _ _ _ 195 ----I-- - --I-- ~ ---r c..__._~~ ~ - ~ 1 t _ I _ t_ 1 T~ I ~ i.~_.,_~ it a _ ' ~ _ 190 ~ I , , 5 ~ '"'_"_`__t-"-- -F - --~•t~_r__.~ Tie ~ ~ - I 1 t m ____..._V____.._~._______ + 4d ~ ~ z i I ___.J _ ~ ~ - - I _ ~ ~ ----p-- _ ~ ~ ~C:_ ~ _ ~ _ ` ~~~0 AT161~1' _ F ~ I ~ _ 1 --r--~--~-- I ~ ~ ~ ~ - I - ~ - _ ` - - ~ _ i ' ` _ ~ y ry ~ __w.~ _ - - - ~i____. I~-~. ~ ~ ~ ~ i C ~ I l 1 0 - , _ ~ _ _ _ i I _ ~ ~ ~ _...L~ ~ ~ _ ~ ~ i _ ~ -r------ , N z _ ._._.____f. i _ _i---. - _ _ ~ ----~------i---- - - --_---t__ ~ CO ~ _ _ _ ~ ` I _ ~J ~ ~ - --J-- _ , - . _ ' _ _l,.__.____~___,._ _ i - _.-i--.~~.._~-~ 1_.~,_.__~~T 1 _i~ I i _ F~~`i _ 'f~N~i-,~SEBP- _.._._1_.____.__...__. ~ I -____J__._.._ I A - ~ _ , , - ~ _ 175 ,17 ~ I , < ~ ~ ~ ~ ~ ___I....__. _ ~j_____.,______~.._._. _ i____,. ~ _.W_ ' DATE: - - ICJ MARCH Laos 4'. -1---- -h- _ i 1 ~ . ~ _-----~-------m---°------_ _ -f- - ~ i r.._-..-,- ~ _ , . _ _ _ _.J,._..__ _ _ _ i _ I I _ ! I I DESIGNED: J~{ --_.---r __r____- ~ 1 f ---r- - i i i t a _ _ ' _ _ I _ E ~ ~ ai _ i _ i ~ ~ _ _ F._, _ _ _ --I- _ _ _ I DRAWN: MAM ~"'"--"'i r . ' _ . _ _ .w _ _ _ 17Q .r _ _ _ _ _ _ _ _ _ _ ; _ _ _ ~w . _ _ _ _ _ . - - ~ ~ . ~ ~ _ -j_ ~ _ s.w..._ ~ _ ln--. - _ ~ i f; CHECKED: EWW _ _~_L. ~ ~ _ _ r 4 . ~ a ' I ~ - f- --I- - _ _ _ ~.1-~9 0--~__ ___~~.~.y I ~ a~~ ~..J - ' IN~:---I --1-7~:2~_,._.. ~ f _ _ _ _ _ _ . _ _ ~ I ~ ~ Z.___ eew~w ..I...._.___ _ ` _ ~ ~ _ f. SHEET Nd. -~-fN'J: ~1N 170:&9- --r-~--~---- ,I V: U ~ 1 -(~~T---a-6:50---~__ .~uT~- _ _ w -.1-8 , - ~ +~V:-~~~-~~~t:7-~ _ ~ ~_~r:---,- _ - 165E 5 r,. ~ 11+ 1+ 1 1+ 1+ 1 1+ 1 1 OR i F t i 1 1 } _..._e _,.~.W_ _ y~_~_ -~~e~~~ ~ REVISIONS DESCRIPTION DATE BY ~ MOVED MH OUT OF 50' OFFSET' 6-2-09 DBC j NCDENR-LQ COMMENTS 6-26-09 DBC ~~O ~ ~y>5~~~~ ~ ENVIRONMENTAL COMMENTS 9-1-09 DBC = CHANGED SEVdER ALIGNMENT ~ 9-15-09 DBC ~W up 1 MOVED PUMP STATION 11-4-09 DBC ey~l aV®or N E; r s MH #11 ~ ~ ~ ® ® ~ STA. 31 +33.81 S-1 I ~ ~ e r ~ ® NEW ® i C M I * ® ~ o0 NEW SILT SYNTHETIC ENKA ~1ATTING N ~ FENt N FENCE 4N ALL DISTURBE ! SLOPES Q' o ~ SYNTHETIC ENKA MATTING ~ ~ °ty~! =P ® ~ ON ALL DISTURBED SLOPES ~ ~ STAKED 24® DEEP' MIN. ~ ~ ~ o N ~ U ~ STAKED 24 DEEP MiN. WOODED r ~ i ' ANTI-SEEP ~ ~ v ~ s AREA ~ ® COLLAR ~ ~ ~ MH ~9 9 ~ EXISTING EDGE ' ~ LIMITS OF CLEARING ~ NEW SILT ~ ~ ~ o c° ~ X STA. 26+04.78 S-1 .~-9 ~ OF WETLAND (TYP.) ~ FENCE i ~ ~ ~ ~ a 163 40 23 ,g~ 1g0 e~ s ~ a 9 _ 101 36 4 E r' ~ ~ ~ 101°36'49»` ~ ` ~ ~ ` ~ ; ~ ~ 338.06 ~ V- ~ N ~ ~ ~ 50 WETLAND OFFSET ® ® ~ k / k & ~ ._._z~x-z_--a--z x-x--x--x-x--x-z~-_./r_ ~ E ~ \ PROPOSED 30' I UTILITY EASEMENT b ' , ~ ~ B @ \ ~ ~ ov ~ ~ \ W O ~ / ~ . ~ ~ 146 4711 ~ ~ k ANTI-SEEP ~ ~ O P~~ a c v! 3.r ® / ~ ~ NEW TREE ~ COLLAR ~ ~ ~ NEW SILT PROPOSED 18" ~ 10' TEMPORAR' I ~ vi ( } ~ ~ LINE TYP. NEW SILT ~ FE CE SANITARY SEWER ~ ~ CONSTRUCTION EA51 TEMPORARY \ ~ ~ 9 / ~ MH X10 /p FENCE g. ¢ ~ ~ ~ STA. 29+42.84 S-1 JCTION EASEMENT ` ~ o o ~M ® 6 ~ ~ a ~ SAND BAG t ~ e ~ ~ ~ ~ ~ ~ ~ ~ ~ c,' COFFER DAM j SEE SHEET 29 ~ I ,I ~ ~ ~ ~ ~ ~ ~ WOODED ~ ~ ~ CONTRACTOR SHALL FILL ss / ~ ~ AREA TAR ~ SHALL FILL ENTIRE ` s. EDGE OF ~ ~ ~ ~ ~ WIDTH OF CU C OSS ~ 17041 52 ~ ~ T ACROSS STREAM ~ ~ ~ ~ ~ WATER ~ ~ ~ ~ WITH ABC STONE (NCDOT i / ~ ~ ~ LEVEL OF EXISTING CREEI )NE (NCDOT) T(} THE ~ t ~ ~ ~ STING CREEK BIED ~ NEW ~ ~ - ~ ~ ~ ;I~, ~ SILT FENCE ANTI SEEP ~ ~ ~ SYNTHETIC ENKA MATTING COLLAR ~ ~ / ~ ~ ~ ` ON ALL DISTURBED SLOPES ~ ~ ~ , 5 ~ ~ ~ ~ ~ STAKED 24" DEEP MIN. ~ ~ ~ ~ ~ 6 ~ ? ~ ~ ~ ~ ~ ~ k ~ ~ ~ ~ & ~'MH X12 TEMPORARY ~ ~ STA. 35+04:46 S-1 17°4'22" Q WATER BAR (TYP.) o- MH 8 ~ • ~~a \ ® ~ i STA. 23+35.69 S-1 ' \ S-1 SCALE: 1" - 50' 21 FLOOD PLAIN MAP 37109466005 . 'I ~ ~ 50' - 0 25' 50' 100° 2 OCTOBER 17, 2006 1 ~ ~ ~ M_ _..i.___ - I I t_______ _ _ ~.-i~ g ~ ~T- ~ _ _ _ STAB- 2fr'f°64:~8 i . ! t i ___.~1~._.____.____I_.___~L ~ _ _ ~ ~ ~ s - _ 205 k _m~~.T.~_ t _ ' _ ~ _ I ~ J_____ I ~ _ i ~ _ a----- _____.L_______ _ 200 ~j-- ' 4-=~A- ~ r==-- 200 C-, ~ __j_ , ~ -INS- I I .~_1_._._ _ _ _._J_ ~ ~ _ ~ ___m___r ~ _ r- ~ r ~Tv I `f._`~."' i . _ ---i-~...~_ ! ~ E` ~ M.~-~ y-- f-- ~ . _ I w ~ _ _ - ' _ _ ,£eNT cTOR-sHA~~ - ~ _ ; ~ ...195 ~ ~ 195 I ~ - ' I--- -------f-- . ~ I ~ _ I -~sTA _ ~ ~ ~ _ _ ~~Jr~ Q./~~-)-----~-- ~ CON~TA~T f°tAL~L - - Z - I ~ 1 S;l. i I~ I I I ( I - , ',t -~------NNST -L ~EN t~--M~f'ii~G-~---- . ~ ...I - ~ _ _ ~ T-S-TA>-_ ~5-~9~ ~ ~ UJ ~ _ --.r_.__-- _w _ _ _ ~,i _ _ i Il~,'~~1 _ ' ~ '~3~ ~ i L~..._ ~ i _ ~ i i' I ~ ! 6. - r~j~- i - _ - .;,I i I ~ I f ~ L ~.~t t ---~----~5~:~~ ~--~~---r----~~~' - ~ - I 190 Q ~ , ~ ; ~ ~ ~ ~ _ _ ® L~ ~ m._... - ' - _ _ _ _ l ~ - - 1 I ~ __.___I. _ AT . ~ -w.~__.___ _ r i , , l ~ ; -rv--- ~ ~ - ~ ~-----~-~---~-I- ~ - - _ _..~t-._._, _-t-- _ ~'l 1 T_ 165 ~ ~ z r--r- - ______I__,,,__ _ _ - ____l_. F _ ~ i ~ ~ - ----E----a-----'~--- _ _ ' - i ____..a._._____ _ ~ _ _ ___L_.~ _ ~ ._.___a. ~ I~' _ _ _ -i-__ _ 1 w.._ _ _ _ _ _ _ I _ _ I , _ ~ , _ -G01-tA - _ _ _ _ ~ _ i------_ _ ~ ~ ~ ......__1___ _ _ ~ ~ _ 1 _u _ ~ ~ - i _ ~ i t _ I i.,.. ~ _ .t- i _ _r__n____ ~ 17 -C___ - _ _ ~ ~ i ~ _J__._.. __..:t~ I C ~ ~ ~ ` ~ ~ 1 ~ ~ ~ _-~------{--'-7..-._-_._._- _ i .-s___..._ I ~ _..r ~ t ~ _ r _ I ~1 _ ---.__..._..r ~ - - - - ~ - _ v _ I - - " - - I ' - t i - {lam--SA S :.•-.{~D--~:•1-~ _ 3 ~@I : -Bl --SAN --0: ~-2~.--~ ~ _ _ ~ ~oa~. MARCH 2009 _ ~ .1~__~._-_~ ___L... - ~ i------`--" , ~ -1$yI--DIP A~ -aE-S~.. a---1--.---.- t __.____i-__~__ _ - - 170 DESIGNED: 17 ~ ~ ~ I F _ __----I___ _ t ~ , I o i~. ~ _ _r.____._.~,._._ _ . ~ . _ _ T__._ __.~i~ . - C 1'-RAC~~I~-5 = AL1: FILL_-_ _ NT1! - --~j--=_ - ~ ~ T.~_~ _ o~awN: MAM _ _ ~~CRO EAIi~. t___.__~m. _ -r~i'-~-~ ~-~i------ r CHE --1.- - -cv ~ . F-~..-.0 ~ ~l_-~. CKED: EIAIW I - - I~J~-111"-~ a6-7 i ~ i i ' -t _......_...~._~___.__l.___.__.__~.__---....---_.____ ~ ~ ~ _ _ _ ~ ~ _ ~ ~ L ~ RE _.B `m_`~ 1_.._ _ ------E- E M.._--~__- _ 165 ._.....___~___..w, _ ~__._.__I____... _.__a..______ ~ SHEET ND. 1 _ _ I - ___r_ - - -~~tV. UT~i~7~-:5 -1-' I ~ _ _ ~ I ______.~__.__._.>ti._._._. I.-.___ _ _ _ ____~m. ~ r j. -~.i-_ - _ f ~1_.____ _ _ f ...f ...T - _ y,...:.f _ f'._._____ i Z..~ . _ _ _ i ..._Jr_ _ ~ . ~ I x=; + + + 27+ 2 2+ 1+ 23+ + 1+ 3-F + + 0 ~6+nn ~ I ~n W . i i i i i - - _ `I REVISIONS ~ ~ ~ LI I I LL sYM. DESCRIPTION DATE eY ~ ~ I ,F- , NCDENR - LQ COMMENTS ! 6-26-09 DBC a~~a ~.~~y~~ LI I I LI ADDED STUBauTS FOR FUTURE FM' 7-3o-os Dac ~ CHANGED SEINER ALIGNMENT ' 9-15-09 DBC ~ 8~ j MOVED PUMP STATION ~ 11-4-09 DBC ~y°~y. ~ ~~~s °Pr ~I ~1 ' I { I' Il Ii c: l~ ; ~1 i I ~ ~ v 1 I ~ ~ ~i, ^p ~ ~ N N C h ~ v rn ® r ~ ~ ~z~ ~ ~ E ~X ~ ~ m ~q ~ ~ TEMPORARY CONSTRUCTION ~ ~rn ~ ~ co EASEMENT ROCK PIPE INLET NEW SILT PROTECTION TEMPORARY RIP RAP STA. 3~+QQ EM-1 .c ~ o o~ ~j, - 12" PVC ~ ~ STA. 27+88 FM -1 FENCE PROPOSED 12" PVC CHEC~t DAM (TYP.} 1-AIR RELEASE VALVE W w SE 'VALVE EXISTING FORCE MAIN ,I 1-AIR RELEA SIN a IN MANHOLE ~ a ~~3a o GRAVEL DRIVE o IN MANHOLE ~ Q + 5' MIN. ~ e N - rn ~ _ _ - . W 1 - ~ .1 ILL >1 ; ~ J = W W W W W U W ~ W I- ~ - ~ ~~d-s. U EXISTING 60 R W EXISTING 8 f0 w; r - Q; WATER MAIN 24 RCP ~ ~ { Il I j ~,I r1 , I i l SCALE: 1" = 50' I ii ~ r 25' S0' 100' 50 0 ~ I _ --I . , ~ ° t. _ - ~1 < I ___~___._~._-a _ ' I°j , ~-;-w-- = ; ~ - 255 i ~ n.. ~ - ~ ----r--- - - --------r~-_.._~ --I4 ' 1 255 ~ _._._..i__ -----~--~----s------ ~ - ~ - -i-- I ' mow` _ _ _.I-... - - - 1._~_. _ i _ _ - -~j--------j- I i -T~ 1 I --i----~--I---- i _t..__-_ T.=AIR-=RFC _ I-~---- ' i -j-- G ~ ~ - - -G-- L_.._~~r t .~-_T'_ _ ~..~'~."J~"' j ~ - ~ _._=a==_:__ _ 250 ~a ~ ~ ---a-- ~ ---t~--- , 5 ~ _ _ ~I, ------1- i _ s ur; ~ , _L..___ _ t I ~ ; _ ; - _ri ~ - ~~r . _ _ , ; 245 -a-- , _.__f- --I--~ E , ~ { E , ~ ' 245 ~ ; , W--- - F Z =_c_= - ~ g .w~_-T-__~____ ~ ~ ~ f - - ~ , ~ _._i___._..~_.~_ --r-- i i r---~ ~ ~c - ~ ___~_-~w-._ _ ~ ~ _ _ 240 ~ d ~ ~.1.______~ ~ _ k ~ 240 _ ----r---- ~ _ ~ - 1 - - - ~J- 7 ~ ----i--- _ . _ __~____-q-- t _.__r _ _ _ =-=~--__---_-i__---- - - - - 235 N w - _ _ -f--- , _ _ W U --~_.____~-.r.._. ~ L - ~ I .~J_-_.__.~-.~. - ~ i - i - _ ~ _ i - i1 ~ 1 _ _ ~ ~ ---r-- ~ i ~ ~ _ - ~ _ ~ ~ ---i- ~ - i d _~-~~--rt,___~___- 230 ~ ] ~ ~ - - t 230 - . , ~ ' ~ F-- .~t_____ . . ~____.___.l _ ,.-T~.. 1 , _ _ f _ E ~ _ .L__.,..__ a a ~ - - ~ ` _ i - _ 225 , 4_.._-.._-_ _ i i ~ T~-~~- 225 ~ _ ' _ ~ ~ _ _ - _ I ~ - , ~ ~ _ ---f-- -~-r i -r--- - ~ I _ _ MARCH 2oas ~ r DESIGNED: - - -----s----, 1 - - , _-_;__--~_---z__ f~___. i .'7_`_-___~.__. _.~l _ l _ ~ ~ _ _ _ - ~ ~-~~P-.-_.,_._ - _ .a __.__.i- - , ~ ~ ___,_..6---~--. i ____J..__ ~ _ D~awN: MAM _ ~ -'-I--~--~M--f~' _ ' _ ~ _ y _ cNECKED: E~IY _ _ ~ w--- -r---- f F _.1.~___..i _ ~ ~fi._.~____~-____.__k-~~---_ -____.__i ____r-_ _----F---~ ----I----._ - N, jj ~ ~ - v. ~ ' ~ ~ _ _ _ ~ _ _ SCALE: 5 I _ v~ , f z '"`-f _ ; _ ; _ - 215 SHEEP N0. t~ - ~ - _---T- _ ~ ~n_T_ ~ _ . - 11 _ F-_.___~_. _ ~ _ 215 ~ 7 ~.w------ - = , _.__-~L._____E._-__. ~ .Y..~ _ - ~_r-_-- _ i I ! i Ii ~r c: ~ - -i +C - _ ..T _ - ~ _ . _ ~_.w____._ 26+00 /+UU I+dVJ 4U- vv ar~o 6 66V ae a a Saar i - 1! _