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Home My WebLink About20150637 Ver 1_401 Application_20150615F", 0 BEESOU & CRRTER, PR CIVIL ENGINEERS LAND SURVEYORS LAND PLANNING 503 High Street, Winston- Salem, NC 27101 Phone 336.748.0071 Fax 336.748.0470 www.beesonengineering.com T0: NCDENR - DWQ WBSCP UNIT RE: Wetlands Permitting We are sending you: Attached TRANSMITTAL COPIES DATE DESCRIPTION ACTION I / 2 6/22/2015 Full Size Plan Set For Approval 3 6/22/2015 11x 17 Size Plan Set For Approval 5 6/22/2015 PCN And Agent Authorization For Approval 1 6/22/2015 Fee Check For $240 As requested Remarks: Please find enclosed documents to request permitting for filling 850 SF of wetlands area for proposed residential home site (NWP 29) and Outlet protection for storm drainage to same (NWP 13). This package has also been submitted to John Thomas at USACE for permitting. Thank you, Alex Carter CC T0: Signed: Alex T. Carter, PE AGENT AUTHORIZATION FORM 20150637 PROPERTY LEGAL DESCRIPTION LOT NO 11A BLOCK NO. 6454 PARCEL ID. 6803-57745100 STREET ADDRESS 1862 Lake Point Drive. Winston Salem, NC 27103 Property Owner: Joseoh and Grace Anderson The undersigned, registered property owners of the above noted property, do hereby authorize Alex Carter. PE , of Beeson & Carter. P A (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): 2615 SDarklino Place, Winston Salem. NC 27103 Telephone: (336) 414 -7958 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge Au h razed Signature Authorized Signature 1 Date. �/� U / / Date "- C7�O4 A. Applicant Information 1. Processing Office Use Only Corps action ID no DWQ project no Form Version 14 January 2009 Pre - Construction Notification (PCN) Form la Type(s) of approval sought from the Corps ❑X Section 404 Permit ❑ Section 10 Permit lb Specify Nationwide Permit (NWP) number 29 and 13 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corpse I ❑ Yes Q No 1 d Type(s) of approval sought from the DWQ (check all that apply) Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit because written approval is not required? 401 Certification ❑ Yes Q 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 1 g Is the project located in any of NC's twenty coastal counties If yes, answer 1 h below 1 h Is the project located within a NC DCM Area of Environmental Concern (AEC)? 2. Project Information 2a Name of project Lake Point Drive, Proposed Residential Home Site 2b County Forysth 2c Nearest municipality / town City of Winston Salem 2d Subdivision name Stratford Cove 2e NCDOT only, T I P or state project no I N/A 3. Owner Information 3a Name(s) on Recorded Deed Joseph and Grace Anderson 3b Deed Book and Page No DB 2657 PG2333 3c Responsible Party (for LLC if ❑ Yes ❑X No ❑ Yes ❑X No ❑ Yes Q No ❑ Yes Q No Page 1 of 10 PCN Form — Version 14 January 2009 applicable) „ 3d Street address 2615 Sparkling Place L{4,jyy,zY_ J}Jy �� r M ,1 3e City, state, zip Winston- Salem, NC 27103 3f Telephone no 336 -414 -7958 1UN 9 7n,� • �/' 3g Fax no 3h Email address josephlanderson @gmad coin 401 $BUFFER �2N S Page 1 of 10 PCN Form — Version 14 January 2009 4. Applicant Information (if different from owner) 4a Applicant is ❑X Agent ❑ Other, specify 4b Name Alex T Carter 4c Business name Beeson & Carter, P A (if applicable) 4d Street address 503 High Street 4e City, state, zip Winston- Salem, NC 27101 4f Telephone no 336- 748 -0071 4g Fax no 336- 748 -0470 4h Email address acarter @beesonengineenng com 5. Agent/Consultant Information (if applicable) 5a Name Alex T Carter 5b Business name (if applicable) Beeson & Carter, P A 5c Street address 503 High Street 5d City, state, zip Winston- Salem, NC 27101 5e Telephone no 336- 748 -0071 5f Fax no 336- 748 -0470 5g Email address acarter @beesonengineenng com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1 a Property identification no (tax PIN or parcel ID) 1 b Site coordinates (In decimal degrees) I Latitude 36 0437 Ij 1 c Property size 2. Surface Waters 1 6803 -57 -7451 00 Longitude -80 3343 1622 acres 2a Name of nearest body of water to proposed protect UT to Little Creek 2b Water Quality Classification of nearest receiving water Class C 2c River basin Yadkin -Pee Dee 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 was developed for three (3) residential homes It has since been recombined into one budding lot and a home is proposed to be built on the site The site has some open grassed area and is primarily vegetated with mature trees and undergrowth The site has several jurisdictional intermittent streams that converge into a pond and wetland areas The proposed home will sit adjacent to the pond at the terminus of the street 3b List the total estimated acreage of all existing wetlands on the property 0 25 3c List the total estimated linear feet of all existing streams (Intermittent and perennial) on the property 200 3d Explain the purpose of the proposed project The project is to provide a elevated building pad for a new residential home that provides adequate drainage 3e Describe the overall project in detail, including the type of equipment to be used The project will include importing sods to build a soil pad using medium size excavation and earth moving equipment including a compaction machine Addi ti onal I y, a drainage system for the roof drains vi I I be i nstal I ed using I i ght equi pnent 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / project (Including all prior phases) in the past? Comments Utility installation /relocation NWP12 4b If the Corps made the jurisdictional determination, what type ❑ Preliminary Q Final of determination was made? 4c If yes, who delineated the jurisdictional areas? Agency /Consultant Company USACE / NCDENR Name (If known) John Thomas / Sue Homewood Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 6/17/2013 USACE and 3/13/2012 NCDENR 5. Project History 5a Have permits or certifications been requested or obtained for I ❑X Yes ❑ No ❑ Unknown this project (including all pnor phases) In the past? 5b If yes, explain in detail according to "help file" instructions USACE Action ID#201301099 6. Future Project Plans 6a Is this a phased project? I ❑X Yes ❑ No 6b If yes, explain Utility Relocation occurred first, now the home plans are completed and permitting is underway for construction to begin Page 3 of 10 PCN Form — Version 1 4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary la Which sections were completed below for your project (check all that apply) 0 Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts Stream name Perennial (PER) or Type of Average Impact number Intermittent (INT)? jurisdiction stream If there are wetland Impacts proposed on the site, then complete this question for each wetland area Impacted 2a 2b 2c Temporary (T) 2d 2e 2f Wetland Impact Type of impact Type of wetland Forested Type of jurisdiction Area of number S3 - Choose one Corps (404,10) or impact Permanent (P) or Choose one DWQ (401, other) (acres) Temporary (T) S6 - Choose one W1 P Fill Headwater Wetland No Corps 002 W2 P Rock Apron Headwater Wetland No Corps 0 003 W3 Choose one Choose one Yes /No - W4 - Choose one Choose one I Yes /No - W5 Choose one Choose one I Yes /No - W6 Choose one Choose one I Yes /No - 2g Total Wetland Impacts: 0 023 2h Comments W1 Placement of fill soils for home and driveway pad W2 Placement of outlet protection rock apron for drainage 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 3g Stream impact Type of Impact Stream name Perennial (PER) or Type of Average Impact number Intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 Choose one S2 Choose one S3 - Choose one S4 - Choose one S5 - Choose one S6 - Choose one 31 Comments 3h Total stream and tributary impacts Page 4 of 10 PCN Form — Version 14 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then individually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Temporary (T) 01 Choose one Choose 02 - Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f Total open water impacts 4g Comments 5. Pond or Lake Construction If pond or lake construction proposed, ther complete the chart below 5a 5b 5c 5d 5e Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f Total: 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 51 Size of pond watershed (acres) 5k Method of construction 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other 6b 6c 6d 6e 6f 6g Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number— mitigation impact impact Permanent (P) or required? (square (square Temporary (T) feet) feet) B1 - B2 - B3 - B4 B5 - B6 - 61 Comments Page 5 of 10 Yes /No Yes /No Yes /No Yes /No Yes /No Yes /No 6h Total Buffer Impacts: D. Impact Justification and Mitigation 1. Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The overall site is left largely undisturbed The site is constrained to the west by the terminus of a road The house has been sited at the road terminus to avoid disturbance throughout the site and additional crossing of stream and infringement to the wetlands 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques The site is in the process of erosion control permitting which will implement measures to prevent any sediments from leaving the budding site through the use of silt fence and drainage system inlet controls 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a Does the project require Compensatory Mitigation for ❑ Yes X❑ No Impacts to Waters of the U S or Waters of the State? 2b If yes, mitigation is required by (check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank 2c If yes, which mitigation option will be used for this project? ❑Payment to In -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a Name of Mitigation Bank N/A Type Choose one Quantity 3b Credits Purchased (attach receipt and letter) Type Choose one Quantity Type Choose one Quantity N/A 3c Comments 4. Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from in -lieu fee program Is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation, stream temperature Choose one 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non- npanan wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments N/A 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 N/A Page 6 of 10 PCN Form — Version 14 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected npanan buffer that requires ❑ Yes Q No buffer mitigation 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required: 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) N/A N/A 6h Comments Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan la Does the project include or is it adjacent to protected npanan buffers identified ❑ Yes ❑X No within one of the NC Rlpanan Buffer Protection Rules? 1 b If yes, then is a diffuse flow plan included? If no, explain why N/A ❑ Yes ❑ No 2. Stormwater Management Plan 2a What Is the overall percent Imperviousness of this protect? 123% 2b Does this project require a Stormwater Manaqement Plan? ❑ Yes ❑X No 2c If this protect DOES NOT require a Stormwater Management Plan, explain why Single Family Residential is excluded 2d If this protect DOES require a Stormwater Management Plan, then provide a brief, narrative descnption of the plan N/A 2e Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a In which local qovemment's lunsdiction Is this protect? 3b Which of the following locally - Implemented stormwater management programs apply (check all that apply) 3c Has the approved Stormwater Management Plan with proof of approval been attached? 4. DWQ Stormwater Program Review 4a Which of the following state - implemented stormwater management programs apply (check all that apply) 4b Has the approved Stormwater Management Plan with proof of approval been attached? 5. DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? 5b Have all of the 401 Unit submittal requirements been met? N/A City of Winston Salem 0 Phase II ❑ NSW ❑USMP Water Supply Watershed ❑ Other ❑ Yes ❑ No ❑Coastal counties ❑HQW ❑ORW ❑Session Law 2006 -246 ❑Other ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 14 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ❑X 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 ❑X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter) N/A 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 ❑X No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? ❑ Yes ❑X No 2c If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s) N/A 3. Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in I ❑ Yes Q 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 N/A 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 Home has connection to public sanitary sewer system Page 9 of 10 PCN Form — Version 14 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this protect occur in or near an area with federally protected species or ❑ Yes pX No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act Yes Q No impacts? 5c If yes, indicate the USFWS Field Office you have contacted 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? http //criticalhabitat fws gov /crithab /, Bog Turtle http //www fws gov /nc -es 6. Essential Fish Habitat (Corps Requirement) 6a Will this protect occur in or near an area designated as essential fish habitat? I ❑ Yes Q No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? http //www habitat noaa gov /protection /efh /index html 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this protect occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation E] Yes Q No status (e g , National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would Impact historic or archeological resources? http //www hpo ncdcr gov/ http #www archaeology ncdcr gov /ncarch /articles /articles htm #piedmont 8. Flood Zone Designation (Corps Requirement) 8a Will this protect occur in a FEMA - designated 100 -year floodplain? 8b If yes, explain how protect meets FEMA requirements N/A 8c What source(s) did you use to make the floodplain determination? http //www ncfloodmaps com/ Alex T Carter Applicant/Agent's Printed Name ❑ Yes 5 Appllcant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided ) Page 10 of 10 ❑X No 6/17/2015 Date Determination of Jurisdiction: ❑ Based on pie Iuninary mfoimation, there appear to be waters of the US including wetlands within the above clescttbed project area This pielnnmaiy determination is not an appealable action under the Regulatory Piogiam Adninistiative Appeal Process ( Reference 33 CFR Pait 33 1) ❑ Theie are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Waters Act Unless there is a change in the law or out published regulations, this deteinination may be relied upon for a peuod not to exceed five years fiom the date of this notification ® 1'heie ate waters of the US and /or wetlands within the above described prt.ject area subject to the peunit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344), Unless there is a change nr the law of our published regulations, (his determination may be relied upon far a period not to exceed five years from the date of this notification ❑ The jut isdictional areas within the above descr rbed project area have been identified under a previous action Please reference jut sdictional detetnunatnon Issued Action ID Basis of Jurisdictional Determination Pronei tv has tributai v which llows to the Yadkin River and the Atlantic Ocean. This jurisdictional determination is only for the waters /wetlands proposed for impacts associated with this Nationwide Permit and does not include anv other waters /wetlands that may be located on the property. Appeals Information (Thus information applies only to apps oved Iurisdictional determinations.) Attached to this venifieation is an approved juiisdichonaI determination If you arse not m agreement with that approved juIisdictnonaI deteimination, you can make an adi inistiative appeal under 33 CFR 33 l Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request 1701 appeal (RFA) form. IfyOU request to appeal this detetminat►on you must submit a completed RFA form to the following adch•ess- District Engineer, Wilmington Regulatoty Division Attn Jean Gibby, Project Managet, Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 In on der tot an RFA to be accepted by the Corps, the Corps must deteuime that It is complete, that It meets the ci itei to tot appeal undet 33 CFR pai t 331 5, and that it has ben ieceived by the Distt ict Office within 60 days of the date of the NAP Should you decide to submit an RFA form, It must b received at the above address by August 17, 2013 "It is not necessary to subnm an Poem to the Drs rct Office If /X-/ u do not object to the determination m this correspondence k* Corps RegulatoiyOfficial 5- �� Date 06/07/2013 SURVEY PLATS, FIELD SKETCH, WETLAND DELIN ARON FORMS, PROJECT PLANS, ETC, MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE Copy Fu►n►shed- Mi. Alen Cartei, Beeson Engineeung hlc , 503 High Street, Winston - Salem, NC 27101 Page 2 of 2 U.S. ARMY CORPS OF ENGINEERS WILMJNGTON DISTRICT Action iD 201301099 County Forsyth USGS Quad Winston -Salem West GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent Joseph Anderson Address 2615 Sparkling Place 01 Winston - Salem, North Carolina 27103 0 Telephone No 704 998 -1189 Size and location of property (water body, toad name /numbet, town, etc). Joseph Anderson property located off of Lake Point Drive, in Winston - Salem, Forsvth County, North Carolina. Property is adiacent to a tributary of Little Creek, at tributary of the Vardkin River. Desci iption of pioJects area and activity: Mechanized landelearim" excavation and the discharue of fill material associated with relocation of existing water and sewer lines associated in residental lot development resultint! in 40 linear feet of temporary stream impacts and 0.041 acre of• temporary wetland impacts to the iw•isdictional waters of a tributary of Little Creels. Applicable Law ® Section 404 (Clean Watei Act, 33 USC 1344) ❑ Section 10 (Rivets and Haibois Act, 33 USC 403) Author nation Regtonal Genet al Permit Numbei Nationwide Pet nut Number NW 12 Your woik is authouzed by the above referenced pet mit provided it is accomplished in strict accordance with the attached conditions and your submitted plans Any violation of the attached conditions or deviation from your submitted plans may subject the pet mittee to a stop work oidet, a iestoration order and /oi appropriate legal action This verification will iemam valid until the expitation date identified below unless the nationwide authotizanon is modified, suspended of tevoked If, piiot to the expitation date identified below, the nationwide permit authorization is reissued and /oi modified, this verification will remain valid until the expitation date identified below, provided it complies with all iequttements of the modified nationwide permit If the nationwide permit authorization expnes or is suspended, revoked, of is modified, such that the activity Would no longer comply with the teems and conditions of the nationwide petmit, activities which have commenced (r e , aie under coristuction) or aie under contract to commence in reliance upon the nationwide permit, Will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expuation, modification of revocation, unless discietionary authority has been exercised on a case -by -case basis to modify, suspend of revoke the authorization Activities subject to Section 404 (as indicated above) may also requite an individual Section 401 Water Quality Certification You Should contact the NC Division of Water Quality (telephone (919) 733 -1786) to determine Section 401 iequitements For activities occuumg within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), pi ioi to beginning work you must contact the N C Division of Coastal Management This Depaitment of the Army veufication does not relieve the petnuttee of the tesponsibility to obtain any othet tequned Fedeial, State of local approvals /permits iftheie are any questions regaidmg thr veufication, any ot�Tl�eonditions of the Pei nut, of the Corps of Engineers regulatory program, please contact John Thomas 919 554 -4884 ext 5 Coips Regulatory Official / Date 06/17/2013 Expiration Date of Vei ificati n 03/18/2017 The Wilmington Distiict is committed to piovtding the highest level of support to the public TO help us ensure we continue to do so, please complete the attached customer Satisfaction Sur Vey or visit 1111p ,'I1Vl}> >v Saj tis�tcc. ii i7» iml /\VE-fC.ANDSmldex Imill to complete the survey online Page 1 of 2 WC®ENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor Division of Water Quality Charles Waklld, PE Director Dee Freeman Secretary March 13-,-full 3; full correction l ' Alex Carter Beeson Engineering Inc 503 High St. Winston - Salem, North Carolina 27101 Subject Property: 1862 Lake Point Dr., Winston -Salem NC, Forsyth County On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 211I .0506(h) Dear Mr. Carter: On March 13, 2012, at your request and in your attendance, I conducted an on -site meeting to discuss stream and wetland regulations and permits for a potential utility relocation and residential home project on the above referenced property John Thomas with the US Army Corps of Engineers (USACE) was present at the site visit also During the site visit it was determined that there were two intenntttent streams on the noted propert ies The features that were reviewed are identified on the attached maps -In addition. Jurisdictional wetlands are present within fhe prop'e"r"tV as -_ determinedwb} the- USACE.- TI e--wetland boundaries on the site ,vere not- sun7e�ed but --tlie_area identified on -the attached map:may,not�be-be At d e -time of the site visit -only the location of the°utilif; line � as cat efully red 16 ed .� compreh�nsnFe w=etland delineation � enfication by the USACE should -be-coiidu.cted,befc rTc anv futui=e disturbahce of activityAtakes:place _on-tlie remainder of the site . Any proposed impacts to the streams and/or wetlands on this property will require appropriate permits as discussed during the site visit. Please also note that any future disturbance to the streams and /or wetlands, including hydrological impacts, on this property may also require future permits. The owner (or future owners) should notify the DWQ (and other relevant agencies) of this decision in any future correspondences concerning this property. This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director A request for a determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ, 401 Oversight /Express Review Pernutting Unit, 2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604 -2260 Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" surface water from the buffer rule may ask for an adjudicatory hearing You must act within 60 days of the date that you receive this letter Applicants are hereby notified that the 60 -day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision DWQ recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms North Carolina Division of Water Quality, Winston -Salem Regional Office Location 585 Waughtown St Winston - Salem, North Carolina 27107 Phone 336 - 771 -50001 FAX 336 - 771-46301 Customer Service 1- 877 - 623.6748 Intemet www ncwaterquality org An Equal Opportunity 1 Affirmative Action Employer One NorthCarolina. Alex Carter March 13, 2012 Page 2 of 2 to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N C 27699 -6714. This detemunation is final and binding unless you ask for a hearing within 60 days i This letter only addresses the applicability to the mitigation rules and the buffer rules and does not approve any activity within Waters of the United States or Waters of the State or their associated buffers If you have any additional questions or require additional information please call me at 336 -771 -4964. Sincerely, Sue Homewood DWQ Winston -Salem Regional Office Enclosures. USGS Topo Map Beeson Plan Sheet cc: John Thomas, USACE Raleigh Regulatory Field Office (via email) Joseph Anderson, 2615 Sparkling Place, Winston Salem, NC 27103 DWQ, Winston -Salem Regional Office `L I LOCATION MAP, Not to Scale EARTHWORK NOTES. 1 GarGanwol EartlbWOrk tlrll inohlde Uha bosemrp @M amova wnsportinW. stor.ga. bckfillirg, pnadng and ,N hendkrp of netiral soil, depovibd soda, or rock for conetrucoon a1 all work on the •b 2. �Stno�yW /d s �1j�o fy'}r�soit Strip all topsoil to Rs errors doet in Bro areas to be graded all pre b approved or decprlsbd gees before any gradrp er filXrp is begun. Soil waII be heal halm dayalarpe °a�il�i anddabns Tna bpwil shall tea used pnrronly in areas wRhout hMra mfnatructurs inahbbom and ter final finwh pndlq outgde of the ngMOt -way or m,dwsy area. 3 M Ca-- b abveaan and. --an. shown -in a -mance of plus or minus 0.10' d q ��+�4�1 rf Gals Excavate txsa fill material .nd -.to a tunl soli mabnal. en cumem, pat ezteno bN uired ebwt_ W depth drreaNd by the soils anlpneerLAienl naransr, dapfi antl wlurtro elan be detemxroa by sons engineer P.ymem anal) cot De rtads M marnga removed p pa w Is anginas cot pe,arp at Uw ems of removal 5 Rmk aowbon. A). Gann) npable axowmn A any malenl whidh can b excavated wN • Mryle -tooth upper drown by a crawler tractor h-ng a draw W r pull said as net by than 65,000 po wd, (Caterpillar ale K a p equivalent) or b • fiont nd leader wM •mm bucket breakout terof 30 000 prom os (Caterpillar 973 or ova rvabn1 B ) Trench r P bb -ovation y s m.lenal w use won axcawbd wpb • 4akhoe hevi,p • bucket arcing taro rated et row bas Nan 42000 pouch ( Musson, 3258E or aulwbnt). m Nonitipab b acavawn is Mare npbrwa an used . work call be flora by licens,tl and bonded conb.cton small charges h strct accordence with all reguaaons povamkp Nr, work among MII not be pemhded wiNOUI specbt authennaon of to ower, the mginar, all teal 0uthoribes TM co ntractor "! be responsible ter any do mage or inray to any pesos. property. or structures as • resat of his alesmg aperaeons Payment wN be made ter 0,1i,xowsch n an .mourn per cub c yard -kcs don to led form 6 Prmf- rolling Fdlow�np pa stnppkp and naeaaaary untleufnnp. pa axppaaA wbgratle WII be pmf+oNd Inder pa obaarvsbm of tla wit snprrosr baba new fill a placed on otter cue era made to evellab tlba wepnde .bbilRy The pint- rollrnp ewluabon gall tea parbmad wing a Maviy beoeo dump Buck or ,kndM praumaec -eretl whlcb with a mailman b,hd wepM of 50.00011ba. The soil, ewh-1.11 provida nsmmmende0on for treatment R unmble soft am observed! dump the proof- rolling operations. 7. l7des macrMy�'* water halm storm nrrhoff wh,ll be controlled dunnp eartlhWOrk and mneWCOOn,NVrow by inrcepsip .nd doming to nxloff away from tie alb to prevm water halm pa no m w aaGrabnp tlx sate will 1M exovebons or on final gmaee 8 Fill msbhel. The general m,roactor shall furnke all IN required to bmp over grades W level as sew on to onow ge. Fill material wall be compacted by an approved -Mad b tin rapuinmerde listed n mks 06 In no om atoll fill main tree, damolbon debns, oversized malerel (x3'). a organic material of my krtd In ,odiecn, high plaecily sit and clay (Plasticity Index >30) doll only be used we camas fill No fill shall be placed untl the soil Ito been checked by • bbontory anal approved by Me was engineer The mosarre in Ne soil Nall not wry more pan 3% above or 3% below Me optimrn when 0 is being A billed in the fill. 9 Installation of fie. NI M ZI tea lammed of approved material placed rya siaeaerve layers of not more than Win depth. Each suaCemNe All call be "roughly contacted won approved mechanical lam he b the nagUwad daraty and Noted i and approved by to mils ang nser pnor b p@cerrent of pre rod Byer. M All shot[ be at optimum mosture consent when compacted as follows d smorddance wM A D698 Saumaal Area Top 12- 100% (BMlking Pedal Rwhoul er 95% Common All Depths 92% Streets SW Dines Top 2P 98% Remainder 95% The Owner Mall furnish and pay for all fill lemng 2 0 1 5 0 6 3 7 CITY OF WINSTON SALEM CONSTRUCTION NOTES General 1. Contractor is r.worh.ide ter looting all exisong u01Nes poor to alert w mngmrAon 2. All srosbn mnbol dewces shall be mnbuctsd and mainbined rya .cmdance wdh Na mcq curtsnt wandams a Ne lard OialRy Ssceon of orbs NCOENR 3 SAAlN on salty ands piping to be paced as ma cared by CM Inspector when condtiorba winm 4. As A mnrrtum rwukament all Waded areas cot under IavemeM and Whin tip nphtof -soy andor aramems wall be prop,nd, ferblumd! and Ilmao, weeded and mwdhed immedatly upon mmplewn of mnWUCOOn as fallow (APpkotion here PER 1,0011 SQUARE FEET) Type I Seeding (Lawn or other total ,rheas) 100 ON, of time 201bs. W 10.20 -20 or 201bs. of 10 -10-10 in cembinearb wM 41be w 0460 51b. of bill fescue. conlang • blend of 2 or mare tell faaoea 1 Ile. of K-W. or Kentucky Bluegnse 1 Ib. of wnbr.mwl rye (November 1 to March 1) Type II Seedling (Ggwal or lawient once alas) 1 00 Able wkme 1516, of 10 -2620 a 151b. af 1 O-1O-10 in mmbation vrwh 3 lbs. w 0.46-0 41b o1 bill fmi rontmimrg • blend of 2 or more mil fedoras 1 Ile of sences heal eedeza loss uni carmed wed August 15 to Fsbmary 1) to of German millet (May 1 b August 15) 1 Ile. of rye gran (prior, to May 1 or @fair August 15) Seeding Tortures other tan ease hand stow must be approved by Bas CM Inspac4r pmr b sesdmg 5 Prior b raqueshrp @final inspection, the Owner mug submit Record Dmw p and Enpirwer s Carwraeon to the En,;hAshng Divsions Record Came, The Owner mug also eubnw he mmtruceon ar-1,1 tW to City Inspector. 6 AX work mug ony • mhe -year wmnry to cover aX selects in materials @red wdmarieip. 7. Prior W beginning any Work within NCDOT nght- ofavay, tha Contractor mug Nw , copy of the Neese -parry, encroachment apamem on M orb AN 8. Prior b oepioning any work the contractor must notify the Engineering Fed Olfice 1727.2362) A, arrange for constrveoon rnapection /tulle on, ,Flowr� I $BWCr: 1 tie% mot rr( AL few TM Ct1Av of W6rMOn -6@ISm Techncal Soafia ens mtl Debit DaMnps ter VJ,nr Lim and Sanitary Sewer Lim Construction will Wowm all water and senbry sevver mrato,dan. 2 Water and •ever connections shell be beside each other at the serer of ale W Connection m to be spaced not more Nan 3T cenr W pnor and have wooden stakes pored on each side. smuts snddd be tApged 3. For mM.m curb and puler.tr.em Hydrants, water omed ta Wnr and sower pb.noulesmN be placed 1400t 2tinoles behind back of curb (tineawrinpm am or hydrant mart box and deanout). Placement mustbe fobilly out of all sidewalks. 4. Far valley curb and gutter streets: Hydrants. wear meters and aawr cl-nours shall be paced 5 feat behind this curb. Plemmem must be racially out of all sidewalks 5. For match pavement stream. Hydanb, webr mebiro and wewr deanouts AMII be placed 5 Net made of the rgMaf -way Pl ca norm must as at bag 2 Mt away from .11 dWhes 6. Sewer tail pans was 11 extend to Me back of the 1 Q utility easement roger loss of dsanout location 7. Dandy teem by an Independent teang cob we W be -de a directed by Me City Ihapecbr at the Owner . a"- Roadway: 1. The most cument edition of The NoM C.rolin fjaaranenl of Tamoor� ton Sbnd,N S�a�RUtOme 1q(A antl Sbucluns _ @M The Nell Carolina Dearhnsnt of T/� oon Rq,dw�/,� Standard DaMn85 MII bosom.11 ro,d y mrahuction un, �{; ;=And 2. off r pore s( 11 as nmbrad nAft pore (RCP) (15 min di-tw) unlea olMrvme nobod. RCP .fall as mwmom Clam III and joints must haw O -nrgs or flexible joint material. Mobil pipe what be corrugated aluminum pops (CAP). CAP must have Hugger bond connectore wdh flat g.aksts AASHTO M187 amy., ASTM 8741 must be clearly marked an .11 CAP. 3. All dminege Mucha. must mat NCDOT g ndards. Solid welt precast comrwe stuctuma conforming to NCDOT 840.45 m acoopnble (no wfAe walla). All ppe openings in pnost wrucWns mug be cew or core. Catoh been ter wrb end gums mug contorm W NCDOT 840.01 or 640.02 and NCDOT 840.03 NCDOT approved poet bar AN, rnamholes wo acoopled as wbwtums for catch owns. 4. Fortes. grabs and heooa shall be m inufAelumd by one of Ma following'. (A) East Jorden Icon Works, Ion. Catalog Numbers V4066-1 (E Grin): V- 4066.3 IF Gam): V40564 (G Gnb) (B) U.S. Foundry B Manufacaaing Corp. C.mloB Nunbea 5181 6420 (E Gnb)', 5181 &125 (F Gm%): 518164301G Gnb) TM number 640.03 and the nome w plea manumo/sir mrad be pamanerltly No on trio flame and m to gr,oe. 5. Double catch Want wall be too @sporate born with RCP between to basis. The RCP Mall be greater than or sgwl b ill size of the outer pp.. 6. B a driveway location mnn'iutx MN a catch basin, to following fame and grab wall be used East.brdan Icon Works, Ion. Catalog Number V4510 7. Plc sub8ade under paved ass., rare and glean, sidewpk, and roadwy sMuld a shall be compacted b at bast 95% of the maximum dry dswM as determined by AASHTO T99 and 'be NCDOT. TM final 12 If aubgrade shall be compacted b 100% Density teem by an indspentlem Noting so Are to b made we dacnd by the City Inspector at Bas Owner. expense The MIDgmde "I be pow rolled (min. 25 tom) and witnessed by to hapector prar to placement of won or aaphm bee. The proof roll full provide. non- yieHmg soma (pumping. Mang, saWnkad sail, @W ce . are uraaptabla . 8. All won bme sh.11 m mmperded b I OD% ( LJ 1.5 %) of eve mmxinnrn dry denary as debrmnd by AASHTO TIRO and fM NCDOT. TM mot might aM optimum moi W. comem MII be the latest number, an fib stew quarry Nom wh ch Ns ABC wont Is obtaines. On-wb beta (.t Ownr a sxpanee) may be required to verify Ile Inn wipM all nbdgwe number. Stone tram diRarent quwrres W II cot be moved. Dandy MII be testes with a nuclear dense gauge by Ns CM InWecto, The Inspector @ asub are final Moisnre content (as UMed by Bas InaMetor) oust be m Ton Bonn o of Ne optimum m ,tort mnbint pnor w paring The sum bena mall also be goof rolled (min. 25 tens) and witnessed by Me Inspector pnor to paving. The proof roll wall provide a non - yielding surface (pumping, mdh9. saturated atop, stc. m uneccepbibla ) 9. TM CM Inspector mearves Ube npM b row aaphelt by mna wemplbp or by nuclear rtaNads at Me Owner s expense 10. T,ck cost to be applied to wl exi.big Asphalt surfaces prior W pacing nw Asphalt 11. Final Ion w asphalt W myth guitar(rnximum I .bov, gutter) Asphalt below gutter is uracapmNa 12. Sub -dain W b --.t d as reqired by Ciy lnpato, b .bbllixe t wlgmde Metfnd to be delermned by Omer rasting bb or Owres Enginew 13 Existing curb and gutter and pawmam W be replaced or rop.iad se moored to be n sound mono -I 14. Wheelchair amps am mghamd for standard curb And plrasr inrwe Ton and al loaeons wbwn on Ne achatma lion drawings Each ramp shall have a 24 x 48 me of deiecleble wming domes. This alma shall be . an pieta panel (no mazer blacks or mmpeo conrnle). carotin -plan composite Mob wmX be ADA Solutions, Amror -TE., or approved Agol. Color shall be black Painting of Ile paduam will not be allowed. See NCDOT Standard Drawing. 848 for amp construction detail.. 15. Guardmil to be irrkii (par NCDOT Sbndard Drawings) as required by CM tn.pecbr and at batons shorn on the mnaucton drawl Refiecove end of rwtl m.rbm Mail be nhgalled (Mr NCDOT 1264) blind! guardrail waxreroundswill dead AM at-. 16. NI expnbn join far concrete W be mrled per NCDOT specification. My weabm spilled on corrarsm mot b narrowed 77. Sdewalks saN be Installed in the Nlckneeee. as follow'. a. Residential: 4 thick 6 I it from PC WPT.t information, ndudirg HCR. 8 Nick sorose AA dnwwya CCommerci,l'. 6 Nick Industrial. 6 Nick 8 Nick across all driveways Roadwev Final Inretion Procedure : 1. Owe, gum down) awhei and .... NucW ho. to final pad. OMuding concrale cohahe l below * -I Wade) Asphalt a to be Placed ..-it at-.. ta powrl dem.ge 2. Owner submits Recom DmMrgs and Engineer s Cartifx;ation b the Enpveemg Divisions Recent Comer 3. Upon approval by the Record Cerlbir, diner rtay mrzleq!real rope Wm for water ardlor werrmry .ewer Owner wall Non submit 1M mnstru Uon decdiq far war and/or watery wewwamenC Ry Inspector. 4. Prbr m Ica p t of to hall 1 of aspaft, to fotbwing must oc a , 100 %of houses mum b built sir on war has lapsed Sias the approv.l of tie 2 awher 5. The /rnl Aapralt must be paced after too (2) yeas he- Implied vice approval of to 2 asphalt layer Surely maw be approved by Me City to aver Me 2 year paned 6. Afar pl-mem of the Are) asphek. to Owner may request final ma(mcoon for the roadway Owner must able AuomR Me contucoon checklist for roadway to Me City Inspector SITE DATA PIN NOM OEED INFORMATION (Deed Bees - Paaal TOTAL SITE ACREAOE TOTAL dsIU. cONsTRUCTION ZONING Cl."SIFCATION -s- BUFFERS STAEAI4 BUFFERS 4aoi51.745t m zM7z333 Am Nap RAA- WM lkwAn from Tsp d Boa: Illoam pre, b work SEEDING SPECIFICATIONS (Temp. S Permanent) ® D or 9; Drainage Or Stain MH AIaN apcuhwAl lap n a s raw el W aplDm pre e� BM; Elevation Benchmark 3 Ap* alo.l oro-Ielbeavx w car ran nee 3o aslorn rye 0 bred n Aaedere win tlp Idbwg rcaeewb ere rPptalion rasa i-i Tee; WOedtre Two pATEb jjy'(9g AUG Is -NOJ fu FESCUE PLANING RATE o00lHSiAC OR )LBShe00 SO FT. NOV 1 -Mko 1' TALL FESCUE 300 1-11-c OR 7 LB.-So IT wa ABRUM RYE FT 2S LBNAC OR lq FT MAR I -APR is TALLFESCUE -It- OR1LBSrD00 so FT. APR. 15-JIAb WLLED COMWaI And mINIUDAGRASs aIBSIAC OR 118 -so" AIL30-AW is MI.MSCUEeBRON11170 iLLET OR SOROhIl1M SUDAN HYBRIDS 3m �Hl- OR7LBSrem SOFT. a LaMAC OR 3l4 LaseeO SOFT. • Hoomf n.reJbAd afire 3. , -Malmo pArIa OS Outside 4. Muse wN a- Aplprd w.. rM d 151 -1m aN10w A,A RW RetoINg Wall GENERAL ENGINEERS NOTES 1. Benchmark location s and elevations MII be vsri6ed by the contractor prior to beginning constnxaon. 2. All work to be done in said accordance with CRytCounty Rules, Laws and Ordinances, or NCDOT, or NCDEMLR rules and requirements when wwrficaams are in conflict Me stricter speciflcaoon shall be held 3. Existing utlrbes we shown in their approximate locabun only any damage done to exmbng ubirms (shown or not shown not this pan) shall be die responsibility of the contractor. The contractor Mall vent, the location of all shown not shown ubinres prior to constmeton. To insure proper location of the ublrtes. the contractor shall Corned NC One Cal At 1400$324949, at least 4Maum pnor to consy obon Non-subwribers or pnvae Imabons shall be contecmd directly 4. The contr actor shall proNOe appropriate bamcades, waning lights, and wanting signs to ensure the safety of the public at all bones 5. Boundary survey provided by Beeson 6 Caner, P.A., owed Join 29, 2015 (See Forsyth County Plat Book 63, Pape 39). Topographic survey provided by Beeson 6 Cher, P dated Oct. 7, 2014. 6. The Engineer has made no examinwion to detenrane whether any hazardous or tonic materials are present or contained in, under, or on the subject property or its waters, or 8 any hazardous or toxic materials have contaminated Nis or other properties or b wafem in my way whomsoever. No subsurface examnabon of any type has been made by Me Engineer and accordngly, no opinion is expressed or infened. Fuller, no opinion is rendered as to any woaton of an environmental laws or regulations . either federal, state, or local related to the Information shown on M5 pion and Ne engineer ism no way liable fig any violation of such environmental laws should they this. 7 The contractor apnea that he shell assume sole and complete responsibility for job mote condbons during the course or construction of this project, including safety of all persons mtl property, treat Mrs requirement shall apply continuously and not be limited to normal hours, and tat the contractor shall defend. indemnity and hold the citykounty, the owners representative and the engineem harmless from my and all liability, real or alleged in connection with the performance of work on this project. excepting for liability arisng from the sale negligence of me aty/county, the owners representative or tre enpinew 8. Contractor shell verify property Imes, building dimensions, and all other We conditions prior to construction my significant vshmons shall be reported to the m9mar Immediately 9. Beeson 6 Carter, P . hereby reserves IN common law copyright antl other property rights in these plans and deggns in my form or manner whatsoever, nor are they to be assigned to my third poly without first obtaining expressed woven permission from Beeson 6 Carter, P A 10 Wyman dimensions on these dr wings shall have precedence over waved dimensions on the job and Beeson 6 Caner, P A. shall be nobfied In writing of my v.natpns from the dimensions, conditions, and specifications mown by Nee drawings UTILITY CONNECTIONS Water and /or SanitarJyY Sewer: 1. The main current edlton of The City of Winston -Salem Technical Specifications and Detail Drawings for Water Line and Sanitary Sewer Line Construction will goy m all water and sanitary sewer construction. 2. Acceptable working conditions of smitary sewer structures and piping shall be verified by Ne contractor and all conditions found to be unacceptable shall be reported to Utilities Construction And Mdntanance O 336- 727 -0DOO, pnor to any connections, extensions, or structures being installed The Contractor shall be responsible for cleanup and repair of unacceptable conditions that result from failure to report such conditions pnor to commencing work or that result from work being performed 3. Sanitary Sewer connections shall be service weight cast iron soil pipe with 4 -mch deanouts And Mall meet Crty of Wnston -Salem specifications. 4. Water connection shall be 3/4" standard connection and shall meet the City of Winston -Salem specifications. LINE AND SYMBOL LEGEND w Public WOW Line Pubic Sanitary Sewer Line w Underground Pp- Una oe Owde•d Poser Line sae- a.e- Underground Gas Line w w Underground Phon Line F- s -. Dhc fill w Wetle de Boudery -son., -eulNr -arakr - Stream or Cheek Buffer halo halo FEMA 1% Annual Chmltce Flood (100 Yr) 500 soo FEMA 02% Aylnuel Cuenca Flood (500 Yr) Fw Fw FEMA Floodway _ .. _ ..... _ ..... _ Approximate Location Sheen or Creek n.. Temporary Diversion sees Construction LYNbi Drainage thrift er r SO Fans Finished Grand ca .o Exis" Gr-A Hedgerow at" Wall r.Aw.Awh, wPnNna __________ __________ prghp@ed Ttlpo Mina ® Proposed TOP.- Major ............._._._.......... ®.. ,............... ._... EdM gTapp Minor - ---------- .._. 6tletlng Topo Meer Boundary Or Property Una ______ - - - - -- all Line ... _...._........_. ___ ........... __ ....... ...... __ A4ROertt Property Line _ III Store Sewn, Line etl cm.ow rem Unia 1 +=7 JUN 6 2015 DN$ F pub E R • PL Calculated Point (As Shoat) ® D or 9; Drainage Or Stain MH IPS Iron Pin Set (34' conduit) e� BM; Elevation Benchmark 0 IP I IR Ed.Ung Iron PUNReber(A. Shown) i-i Tee; WOedtre Two O PKF; PK N•1 Fouts Crave; Wabrllne Claim, Q Storm (Found) Rug; WetaMs, Plug ® NCGS a NCDOT MonumaWDW AT ( LP; Utility Light Pole 10, UPIPP; U1AIty, Poe / Power P.I. ® Wall; Edeeng Water WAR -* LP; D-Mrs Light Pula WCR Wheat Cfmtr Ramp -0 GIN; Guy Wore Is meld. ZX FH; Fire Hydrant OS Outside N wV; WOW Verse RW RetoINg Wall >• GV; Gee VeNe . RCP; Rigid Concrete Pipe cc CaNd Cones PROJECT CONTRACTOR FG FG Fl ah wBh gratlnd AG AG x.>Y Ali" Wound (Dlalanc , in R) CONTRACTOR'S REPRESENTATIVE UG UG xme tndwWound (Dlalanpe In e.) ® SMH; S-U y Sower --I. CONTRACTORS ADDRESS ® Emu%iced PW-W ,AIL Welland. CONTRACTOR'S PHONE ® SOmdrlmn Tram (.I-. wry) ® Tel Pod; TNephnm Pedestal CONTRACTOR REP'S EMAIL ® Elemld Tr• wf.,- Box O WM; Wow MOW CIVIL ENGINEER 0 CO; dmerlaa O CB; CAm Ba+l CIVIL ENGINEER NC FIRM LICENSE CONTACTS OWNERlAPPLICANT Joseph and Grace Anderson PROJECT INFORMATION OWNER'S ADDRESS 9RUCTT JURISDICTION City of Winston Salem s"wea,araMl;Kptrltw ownccles laeaan FAx4mal Isms", WATERSHEDMPDES PHASE 11 Muddy Creek; Ph II City we' Ara` 1, 1. Oe WATER SYSTEM PROVIDER Forsyth County /City of Winston Salem cranes ow+l SEWER SYSTEM PROVIDER Forsyth County/CRy of Winston Salem ze ppnlaneerson@gmail calm ELECTRICAL PROVIDER Duke Energy SEU_ GAS PROVIDER Redmont Natural Gas . CONTACTS OWNERlAPPLICANT Joseph and Grace Anderson OWNER'S ADDRESS 2615 Sparkling Place Winston Salem, NC 27103 OWNER'S PHONE (336) 414 -7958 OWNER'S EMAIL ze ppnlaneerson@gmail calm ❑ P owshavlyr Rarmv One -Nall Iv CaNrucron X Fars ter Apaoval. Wt wee Cymhry . ❑ Almrered Aa R"„ b COrplrudon m PROJECT CONTRACTOR TBD CONTRACTOR'S REPRESENTATIVE TBD CONTRACTORS ADDRESS TBD CONTRACTOR'S PHONE TBD CONTRACTOR REP'S EMAIL TBD CIVIL ENGINEER Beeson B Carter, P.A. CIVIL ENGINEER NC FIRM LICENSE C4017 ENGINEER Alex Carter, PE ENGINEER NC LICENSE 038574 CIVIL ENGINEER ADDRESS 503 High Street, W WWnst in Salem, NC 27101 a CIVIL ENGINEER PHONE 336 - 748-0071 r ENGINEER MOBILE 3363454964 �/ ) ENGINEER EMAIL ocartenCtmesonengineenng com ARCHITECT FIRM ARCHITECT DMA Architecture PLLC Craig Dishier w E ARCHITECT ADDRESS 1404 Wookstown Ave v WSn gon Salem, NC 27101 O 7 L ARCHITECT PHONE (336) 723-6360 x101 2 ARCHITECT EMAIL cmig @dshnermo cdm MUNICIPALITY City of Winston Salem PLANNING Aaron King to PHONE 336747 -7088 f1'� EMAIL aaronk@cilyohvs org ENGINEERING AI Gaskill PHONE 336747 -6846 O EMAIL sibertcp @cdyot s.org a.s N fl i I a) O TRANSPORTATION PHONE Connie James 3367476872 a-' EMAIL o conniej @ctyfw Ng V CITY STREETS Ryan Newcomb PHONE -1550 ^' < EMAIL ryanm ryanon@cityofivs.orp � \ \\ V�/ W STORMWATER Joe Fogarty O PHONE EMAIL 336747.6961 joseph%cityohvs.ora O EROSION CONTROL Matthew Osborne PHONE 336747 -7453 w 01- EMAIL matt.w. @.dich. erg UTILITIES Jack Fitzgerald PHONE 336747 -7499 EMAIL mikepilIiartywws.org SHEET LIST CUENr /PREPARED FOR JOSEPH and GRACE ANDERSON Sheet Number Sheet Title 2615 Sparkling piece C-D Cover .Sheet Winston So m, NC 27103 Phone: 3136 414.7958 C -1 Existing Conditions Email janderbon @anew sonpangia -m C -1.1 Demolition Plan C -2 General Site Grading C -2.1 Site Grading Elevation Details DATE 0082015 C -2.2 Storm Drainage Plan and Profile DRAWN BY TBCIPEIATC C -2.3 Roof Leader Plan JOB NO: 09-007 C -2.4 Storm Drainage Details REVISIONS' C -2.5 Site and EC Details 09WMISNaeerawrm SHEET TITLE' °e >I} COVER SHEET a7~ Wig, �o vq� aBe- .,aCare 2 SHEET NO i C-0 rMA DKr- 0 IMPORTANT NOTES: 1. All elevations shown are based on NAVD86, Date was collected with a Topcon GRS-1 on the NC RTKNRS network. 2. Benchmark deviation for use with site work is top of SMH at T -Turn. 3. Edge of pond shown under "normal" con6tions. Normal is the point of minimal water flow through the principal riser spillway system. 4. Streams shown have not been field located in the last 12 months. Buffering of streams should follow current top of bank All permitting requirements apply prior to any construction work in a stream area. 5. Wetlands shorn have not been field located in last 12 months. All permitting requirements apply prim to any construction work in a wetland area. 6. All utilibe r shown are approximate locations. Contractor is responsible for calling 811 to mark for field location prior to any work 7. Bore locations show correspond to the Soils Repot. See report by John Riley, PE; ET Engineering, PA for additional details. Normal Pond: 74 = 1 W` t �,., `�rt"iYa`..�. ass, saJe[:ali ;iiM1'P -l: ...,� a— :... ases asse a� uRypasement _.. _..... _ .- ... _. _ .. .. _ . - F Beet Ne9 4639E .sa m2.W / — ='—.,, eM77"- iae 63 \ Abandnnod� I X ` -`.. —. =�y s 6cc t Tway sM,� ' ,� here 3 E �_ ..;N Y..e_�, 10'LMllty Easement .. 11 V: 742.98' ~ \ } '._ LAKEPOINTDRIVE _ aP Pew.eFA«.F.rw 1 I i:; 1 • Bover1 \ Y &, \ 4t....- ' it ✓ /fir P / ." Pvok usay, E.F.m.rt I tw 1 ` Y Ww wst GO+ssl an ens of ....... \ r �• 't. !r. / xJ yr F _ a rm oo rvoT asmre. U� '.�. : 1.. .✓f•T, ✓• y 10' Utir Easement w . war "� Y' ♦ Gae and E. firs naonafi v \ 5 , M yx �� °, lee — — — — — — .__ ,_.....agkmo..e -- - - - - -- I N0046WE —► ag se I 5'GrevegDirt Peth ..- .. ..�\\\! _.,.._ At1'at+dozlQd Yw. ._�.�- ••. -rT. .. 'Fr ,�[ -. /: �,'�f��. •'•1 ' jM \• � Existing 20 Sanitary SewerE�em ••• yt. Abandoned in PB63, Pg 39 ••.'. y`/ ` �/ / ,� �!Yi� .•••. r— COWBProls 11224,rrl� ` Ic New o-enebme, ioreeon. Fovea ,,. I `. +.. • +.^ 'r /�i� , %',, Wellanda shown have not been delineated and \ I r- <onneetion ro nomenom nw.. �t l x �. , .---- �^ ry ` / , ' ' / , mapped by the NC DEMLR or US Corp of \ \l-. I / /r, /kr i Engineers. All Parmg5n9 requirements apply \. j 1191ky E nt \ \ 1{ r tt �r J " ` \ ' \\ `i / /' i i�i �, prior to any construction work in a wetland area. \\ I I popar 1 m m r a F ns seau,w sew pa.«trenq \ ` \ .._ .... _... / !� / rr intterrmittent stream p of jurQ 3113r20 I )' m ae �j ,� ry \ I tt I' 'J' `.`. , \ , \'\ , , ,/ r OVA 3/132012. A o 1a N n f ! C....i \ ABeiMmaa N PBa3. P930 / : - / / I 1 I m o Y \I n I , \'. \ ` • Cows P ,o19e °' ••�... - _ \ w '` 15' baiter is required on either olds of top of I m m C7 a \ 'O bank All permitting requirements a prior I t\ , .'✓ / / Par P marry construction work in a stream area. `J. •.., � � Ir 1. _... , �\ A a o I I I L •,_i ., .y € �\ - \ i� -------------------- m 1 `.,.i r.4.y5— .;-- "\--- -- -- -- ! \' -� \ ' /rr ---- - - - - -- , -- - - - - -� �. �.._.. .• T - - -- ',� ,!,� ` 20' Public Sen. Sewer Easement .... ..._........__ :. .. _ ... ._.. - --- -- — is >:, \ ,.. — '�- - -^•_— ._... ---- - - - - -- - -- r``a°• ,.•venue o.k ', 16'Caaar ` •,• _._.. . ".. - - - -- - - -- 24• Wwb Oak N 30' gOpkM' INV_752.A5'-------- - - - - -� I LG 00.01• f sea 5,'4N/ Z'F-1 IIIwmf sas.arosw \ � ,w.,a f sae 4M`w ,6•Ra ok - saw f See W2rw - - - - -- \ ------ - - - - -- --------- - - - - -- - 1 Robert Evans Creel I j 1 �� ♦ David S. Barnes atw Nancy Dowell Creel I w I I / \\ �♦ aAv Mary Helen Barnes / PIN: 6803574244 I:L• I / �� PIN: 680357 -7272 Aseez A. Allefu I / \ ♦ TL 39, Blk 3900A TL 42, Bilk 39004 I _ DB 1648, PG 2381 PIN: 7 -5254 j Bobby R. McCarty / 1 \ DB 1859, PG 3122 I Andrew A. Cortessis TL 41, 1, Blk Blk 38004 °s h I aAv Brenda S. McCarty / / \ \ � DB 2144, PG 1142 ' m q'I I PIN: 6803.57 -6264 / 1 �3r �\ �� / PIN: 6803 -57 -8155 Ia I TL 40, Blk 39004 / / �� ?• \` �� TL 38, Bilk 39004 I .-I I DB 1782, PG 2471 / / ��35•�k�„ \\ / DB 1655, PG 2954 Walter H. Willis a/w Alice B. Willis PIN: 6803-67 -1449 TL 27, BLk 4010 DB 833, PG 189 Raymond Lester Coriher a/w Kathy W. Corriher PIN: 6803.67 -1331 TL's 12H 8 12L, BIk 3900 DB 1664, PG 914 DB 1871, PG 780 Joseph L. Anderson ' na eiseEr, weaeioR- ea1EJr, xo e],o, OFFME:pXI ]1eLp1, Fax:PMl ieaee]p PIN: 680357 -8589 WEB. waFreq.edn Cwpf.C�01] TL BE, Blk 3900 U p DB 2355, PG 4929 I Joseph L. Anderson I I Approximate location of jurietlictiond atw Grace L. Anderson Intermittent stream per DWO 3/132012. A PIN: 6803-57 -4651 16 b,,far is required on either aide of top of TL'S 8F 8 306, Blk 3900 bank AJI permtting i requirements apply prior I DB 2730, PG 3862 to any corretrurdion work in a stream area. I I Normal Pond: 74 = 1 W` t �,., `�rt"iYa`..�. ass, saJe[:ali ;iiM1'P -l: ...,� a— :... ases asse a� uRypasement _.. _..... _ .- ... _. _ .. .. _ . - F Beet Ne9 4639E .sa m2.W / — ='—.,, eM77"- iae 63 \ Abandnnod� I X ` -`.. —. =�y s 6cc t Tway sM,� ' ,� here 3 E �_ ..;N Y..e_�, 10'LMllty Easement .. 11 V: 742.98' ~ \ } '._ LAKEPOINTDRIVE _ aP Pew.eFA«.F.rw 1 I i:; 1 • Bover1 \ Y &, \ 4t....- ' it ✓ /fir P / ." Pvok usay, E.F.m.rt I tw 1 ` Y Ww wst GO+ssl an ens of ....... \ r �• 't. !r. / xJ yr F _ a rm oo rvoT asmre. U� '.�. : 1.. .✓f•T, ✓• y 10' Utir Easement w . war "� Y' ♦ Gae and E. firs naonafi v \ 5 , M yx �� °, lee — — — — — — .__ ,_.....agkmo..e -- - - - - -- I N0046WE —► ag se I 5'GrevegDirt Peth ..- .. ..�\\\! _.,.._ At1'at+dozlQd Yw. ._�.�- ••. -rT. .. 'Fr ,�[ -. /: �,'�f��. •'•1 ' jM \• � Existing 20 Sanitary SewerE�em ••• yt. Abandoned in PB63, Pg 39 ••.'. y`/ ` �/ / ,� �!Yi� .•••. r— COWBProls 11224,rrl� ` Ic New o-enebme, ioreeon. Fovea ,,. I `. +.. • +.^ 'r /�i� , %',, Wellanda shown have not been delineated and \ I r- <onneetion ro nomenom nw.. �t l x �. , .---- �^ ry ` / , ' ' / , mapped by the NC DEMLR or US Corp of \ \l-. I / /r, /kr i Engineers. All Parmg5n9 requirements apply \. j 1191ky E nt \ \ 1{ r tt �r J " ` \ ' \\ `i / /' i i�i �, prior to any construction work in a wetland area. \\ I I popar 1 m m r a F ns seau,w sew pa.«trenq \ ` \ .._ .... _... / !� / rr intterrmittent stream p of jurQ 3113r20 I )' m ae �j ,� ry \ I tt I' 'J' `.`. , \ , \'\ , , ,/ r OVA 3/132012. A o 1a N n f ! C....i \ ABeiMmaa N PBa3. P930 / : - / / I 1 I m o Y \I n I , \'. \ ` • Cows P ,o19e °' ••�... - _ \ w '` 15' baiter is required on either olds of top of I m m C7 a \ 'O bank All permitting requirements a prior I t\ , .'✓ / / Par P marry construction work in a stream area. `J. •.., � � Ir 1. _... , �\ A a o I I I L •,_i ., .y € �\ - \ i� -------------------- m 1 `.,.i r.4.y5— .;-- "\--- -- -- -- ! \' -� \ ' /rr ---- - - - - -- , -- - - - - -� �. �.._.. .• T - - -- ',� ,!,� ` 20' Public Sen. Sewer Easement .... ..._........__ :. .. _ ... ._.. - --- -- — is >:, \ ,.. — '�- - -^•_— ._... ---- - - - - -- - -- r``a°• ,.•venue o.k ', 16'Caaar ` •,• _._.. . ".. - - - -- - - -- 24• Wwb Oak N 30' gOpkM' INV_752.A5'-------- - - - - -� I LG 00.01• f sea 5,'4N/ Z'F-1 IIIwmf sas.arosw \ � ,w.,a f sae 4M`w ,6•Ra ok - saw f See W2rw - - - - -- \ ------ - - - - -- --------- - - - - -- - 1 Robert Evans Creel I j 1 �� ♦ David S. Barnes atw Nancy Dowell Creel I w I I / \\ �♦ aAv Mary Helen Barnes / PIN: 6803574244 I:L• I / �� PIN: 680357 -7272 Aseez A. Allefu I / \ ♦ TL 39, Blk 3900A TL 42, Bilk 39004 I _ DB 1648, PG 2381 PIN: 7 -5254 j Bobby R. McCarty / 1 \ DB 1859, PG 3122 I Andrew A. Cortessis TL 41, 1, Blk Blk 38004 °s h I aAv Brenda S. McCarty / / \ \ � DB 2144, PG 1142 ' m q'I I PIN: 6803.57 -6264 / 1 �3r �\ �� / PIN: 6803 -57 -8155 Ia I TL 40, Blk 39004 / / �� ?• \` �� TL 38, Bilk 39004 I .-I I DB 1782, PG 2471 / / ��35•�k�„ \\ / DB 1655, PG 2954 Walter H. Willis a/w Alice B. Willis PIN: 6803-67 -1449 TL 27, BLk 4010 DB 833, PG 189 Raymond Lester Coriher a/w Kathy W. Corriher PIN: 6803.67 -1331 TL's 12H 8 12L, BIk 3900 DB 1664, PG 914 DB 1871, PG 780 SEAL: ❑ Reliminery log Review OnN, Not la, rAmtr,Keen Fwl br approval. NOt for LOmtruceon ❑ approved ens Reuasea ro�eomovrnon oo. PROJECT W w flEE80fl tCflflTE1�] PB ,a�aE q.a�apa EweRe gwaa FuRa B na eiseEr, weaeioR- ea1EJr, xo e],o, OFFME:pXI ]1eLp1, Fax:PMl ieaee]p O WEB. waFreq.edn Cwpf.C�01] SEAL: ❑ Reliminery log Review OnN, Not la, rAmtr,Keen Fwl br approval. NOt for LOmtruceon ❑ approved ens Reuasea ro�eomovrnon oo. PROJECT W w O / / O O U p F— Z Lin OD O a—� Cl) O Y Z° J (� � a CUENT /PREPARED FOR JOSEPH ANDERSON 2615 SparNing Place wirreton Salem, NC 27103 Phone: 336.414.7958 Email: jandemonCendemonpangia.mm NC Gds . NADM (2m,) DATE: 04.08.2015 DRAWNBY: TBC /PE /ATC JOB NO.: 03007 REVISIONS: 05.19.N/5 Raviaetl oas'awc qrw ado SCALE: 1' = 20' to 4 5 1P 2p SHEET TITLE: EXISTING CONDITIONS ® Beeson 8 Carter, RA- SHEET NO: C -1 IMPORTANT NOTES 1. Erosion contr a permitting shall be In pace prior to disturbing more man 20,000SF of area for a reddereal sae 2. Contractors responsible to ensure sae is secure and erosion contra Is Installed prior to any grading or other operations that could release sediments Into the adjacent pond area or off sae. 3. Contractor is responsible for proper disposal of all materials taken off-ode including soils, pipe, vegetation grubbed, etc. 4. Contractor is responsible to ensure all utilities are located. The removal of any private utilities shell be coordinated wah that W IHy in order to stub the gas and paver shown on this plan back to the T -Turn area. These utilities Drill be used for the future home. S. No basement activation shall begin until gas and power are handled per rote a4. Should any abandoned watery se— pipe be encountered, the pipe shall be removed and disposed of property. Consult sale engineer to proper bench backfill procedures and materials. Joseph L. Anderson PIN: 6803 -57 -8589 TL 8E, 81k 3900 DB 2355, PG 4929 Joseph L. Anderson a 1 Grace L Anderson PIN. 680357 -4651 FWapapay it;bb4wb4kom,EPco,t- -baC(PIN ' r0m5 1) by corn err baurr. / TUS 8F 8306, Elk 3900 _ r �j DB 2730, PG 3862 `� • I !� Silt Fen stone outlet See 1 ' I I I I I I I I I ` Ile for- . pie wticrs. "' ' � � 1 � � � , s. s�1 , � � , sue_ -�- �.. _ .._ ." _. - " • asr ar. � !� .. : �. � =_� -° 30. ` �� P .•• •,*,• �IBaa asSwe 182.W , / NBB I \ .. /:' / , j I . ! •" . - % r... .. _ .. / ; �/ /i ✓'K'^, -�%.I, ( t 45.34• f � `i - ,. Y ,t. i /`l/ ,�J, . . -•_ .... ' ' - . . `�� . ��i, y// reorw rr , \ ;. -% 1 i % � /7/' : //r ..�-• Y. _ K .` ^a �•.r _ /f ges. OOReTiYb. \ :. -J ✓/ !1' / .'•..''� " Is,. /{ / ....... .:.. coy _ � / / % �• I- %' , -------- - - ---- _ � Fl,u. Losses Ow0 Mob .P X, Walter H. Willis alw Alice B. Willis PIN: 6803-67 -1449 TL 27, BLk 4010 DB 833, PG 189 I Ilk `._. y., /r> 1 : �:_._. -.•i z bconrwc9onmbmw Uobon FuNe _.�. I " � i C �T �" /_.:.r• '. � // 7 /f� I N r I /� T,._,_1 I —,J �1� � '1 —. \ •- „. -- ''�i /� I 1 Raymond Lester Coniher atw Kathy W Corriher PIN. 6803.67.1331 a �� 1 uo,. cox Imlr. kbyd q 1 { \ \ � i/ /i it I I TL's 12H 812L, BIk 3900 `� nrwm.tudvan,nolbaurl < t e• \ I r % /, I DS 1664, PG 914 t m �- I 1xT^ m. b.rm r,n..mrar rarrl !1 DB 1871, PG 780 I 'P ' s« m,a.s p.,a lr err r \ _+►.._ / �/ / I 1 N r _ l i F— 1p4nan m m ^ � � � '.I\ i f ':•• I � _ .- raac+ 5 \ jfWa, gr.e.,ruys an.. y, /'P // m~ m t < / i� — - -- - -- --- Iw L_ _ 0' ----- - - - - -- � 3 15 -G1er 771 ----- - - - - -- Whae Oat �30'YM1e Oak rile -- - - - - -- <ti --- - - - - -- a. - -- :• O _ v ' ,5o ,s f sea as osw es m' f sss onnw f ant alY7hY Z \ \ 16 R,4OaB \ \ I I I Storm drainage piped from adlaconl \ \ I I property /sheet to De carded through \ �\ \ I I I sae. see sM C -2.1 for aelass. \\ \ � / - — — — — — — — — — — — — — — — — — — — — — — — - - ?— — — — — — — / - — — — — — — — — — \� vv David S. Barnes Robert Evans Creel I I \ atw Mary Helen Bathes / atw Nancy Dowell Creel I / \ \ PIN: 6603 -57 -4244 PIN: 8803 -57 -7272 se. / % \ TL 42, BIk PIG Aez A Aileru TL 39, Elk 3900A 1 I \ \ DB 1648, PG 2381 PIN: 6803 - 57.5254 I Bobby R. McCarty / / \ DB 1859, PG 3122 I Andrew A. 57-81 5 TL 41, Bilk 3900A I a/w Brenda S. McCarty / � \ I / \ / PIN: 880 lk 3900A DB 2144, PG 1142 I I PIN: 680357{264 / / \ \ 1 I TL 40, BIk 3900A \�� TL 38, BIk 3900A I I I DS 1782, PG 2471 / / / �� \\ ♦ / DB 1655, PG 2954 I I If rrwsroea.,�rr, Rc n,o, cc l»eT�i �Tie.00„ Fwv:pzs)�.s.wro coca. u..nswm SEAL 0 PnBrr v , b, Rase orD,, w- 0 ,YyerM4 W R.rb,a br Carem,drn on: PROJECT CLIENT I PREPARED FOR JOSEPH ANDERSON 2615 Sparkling Plow Wriston Salsm NC 27103 Phone 338.4147958 Email . jandesonoendersor p ingis cbm I (irr - NI10Bi (7011) DATE: 04.08.2015 DRAWN By. TBCIPElATC JUW NU, '. U6W7 REVISIONS. os la7ms Rob, nor. br �•r= ar, SCALE: T' = 20 10 0 5 10 SHEET TITLE DEMOLITION PLAN ,� Beeson 8 Cane,, P A SHEET NO C -1.1 0 j 0 O n U p O Ef LL O E (Q r0 a U) Q W Y c .. NZ H Q c c U) -i a CLIENT I PREPARED FOR JOSEPH ANDERSON 2615 Sparkling Plow Wriston Salsm NC 27103 Phone 338.4147958 Email . jandesonoendersor p ingis cbm I (irr - NI10Bi (7011) DATE: 04.08.2015 DRAWN By. TBCIPElATC JUW NU, '. U6W7 REVISIONS. os la7ms Rob, nor. br �•r= ar, SCALE: T' = 20 10 0 5 10 SHEET TITLE DEMOLITION PLAN ,� Beeson 8 Cane,, P A SHEET NO C -1.1 HORIZ. SCALE: 1" -20 ` •`r 11 1P 4 9 s tp m 4n __r r - - - -- NormaR nd:-741.81Y -- -- -- -- — — — — — - I - — _ — _ — yr-- -- y'ry -- BM:1'ePaS'�1H �w - - - -- �`�` Env; 748.631 . LAKE POINT Die V): I. I 1Y/ W - 1Ap Wty4. I '1111 '- .•...�. : ... �.. 1 1 --------- - - - - -- I�I L 1i 1 j I m„ A e mmnYa m�2=1 =m al Robert Evans Creel atw Nancy Dowell Creel PIN: 6803 -57 -4244 TL 42, 81k 3900A DB 1648, PG 2381 \ ♦ h 1 \\ I \ s:Pn.,m4 'roads, Aseez A. Aileru PIN. 6803 -57 -5254 TL 41, Blk 3900A DE 2144, PG 1142 IMPORTANT NOTES 1 See Cover -heat for detailed apecificeeons on sal Compadhon for ads grading The contractor 1y shall be, responsible to ensure any subcontracted grading services are capable of meeting mesa specifications and requvemerds The O.vner shall be responsible for testing of soils compaction with a -ale engineer. 2 Detailed grades around home, along driveway and at garage are shown on Sht C -2.1. Grading volume s, -hown on this plan are 3495 CY of net import This gracing quantity also does not include any shank or swell factor. These soils would need to be select sane sunable tee for structural fill areas This grating quantity does not account for soils generated in cevatmg me basement area as these soils may not be - unable for structural areas. A Soil - Engineer shall be consulting prior to using any 60118 on site for suitability. HORIZ. SCALE 1" = 40' 3P 9 19 ;P 40 up VERT. SCALE. 1" = 4' .-r_r 740 I I I I 1 I I I 1 I I I I 1 I I I 1 I I 1 I I I I I 1 I I I I I I Bobby R. McCarty a/w Brenda S. McCarty PIN: 6803- 57.6264 TL 40, Blk 3900A DB 1782, PG 2471 1 I Joseph L. Anderson Approximate location of runedlctimal a/w Grace L. Anderson mtermttem stream per DV40 31I32012 A PIN: 6803 - 57.4651 I 15' bafens requ, ad on either side atop a TL'S OF 8 306, OR 3900 bank All pemurtng requirements apply poor DB 2730, PG 3862 to any construction work in a stream area I I _ I i � I BSOt SF or 0.0/952 ACres \\ � / /i� /1yi�'. .•. -- .,. ... •.. -- •�_. / f/f /C ✓/J Exisenp 20' Sanitary sewer Easemr}Itt, ". �►yjf �/ ! / . -. .', . . Abandoned In PB63. Pg 39 . %.... �I�( /J/ /�• COWS Ptols, 11224 VMande shown have not been delineated and 1 t 1 N. !f mapped by the er DEng r or US Corp a 1 ,/i Engineer At permitting region a viesappy / poor to any construction work n a wetlaM area �l Approximate location of I— dictronal i dermittem stream per DWO 3+132012. A 1 f / / • j / r 15 buffer is required on either side of top of I I bank Pll permitting requirements apply prior 1 I to any construction work In a stream area / I / _ / -- I / Walter H. Willis I -- a/w Alice B. Willis sv ---- -- ---- - - - - -- � �n" w ,•o. PIN: 6803 -67 -1449 � ------------ TL 27, BLk 4010 DB 833, PG 189 f 00 00 i00 illu W W u W LL W \ ------------- - - - - -- ----------- VMande shown have not been delineated and 1 t 1 N. !f mapped by the er DEng r or US Corp a 1 ,/i Engineer At permitting region a viesappy / poor to any construction work n a wetlaM area �l Approximate location of I— dictronal i dermittem stream per DWO 3+132012. A 1 f / / • j / r 15 buffer is required on either side of top of I I bank Pll permitting requirements apply prior 1 I to any construction work In a stream area / I / _ / -- I / roam -- I -- sv ---- -- ---- - - - - -- � �n" w ,•o. u•wns•o.a o � ------------ a O OW �a W LL W LL W LL W LL W LL 1r Recta. 00 00 i00 illu W W u W LL W \ ------------- - - - - -- ----------- - - - - -1 -1.00 n •R r 0.00 "a 1.00 $ 2-00 \ �\ David S. Barnes \\ \\ ahv Mary Helen Barnes \ \ PI N: 6803 -57 -7272 If r�r \\ \\ TL 39, Elk 3900A t, \� \\ DB 1859, PG 3122 / Andrew A. Cortessis / PIN: 6803 -57 -8155 TL 38, OR 3900A / DB 1655, PG 2954 DRIVEWAY PROFILE 7110 1 780 Raymond Lester Comher ahv Kathy W, Comher PIN: 6803 -67.1331 TL's 12H 8 12L, all, 3900 DB 1664, PG 914 DB 1871. PG 780 a Fes.aan s.ou uaear �.0 21 SEAL D P,•bma,y br R• r,w Only: NN rw(.O,e•uGeLn X F•al br Ar 1, fb1 ro, Cora r, D A-d and R.- b, GoeVUCtren nn PROJECT iGie � a U p � �a W LL W LL W LL W LL W LL W LL W LL W LL W LL G(0 00 00 W LL W LL W LL 00 00 i00 illu W W u W LL W (00 OLL W W 0i0 do 0 u f00 O0 00 W W W LL W LL W LL -1.00 n •R r 0.00 "a 1.00 $ 2-00 -1 n 3.00 ,9, 4.00 ,Q, 5.00 4 q 4 a a _ _ _ ry m m Station Raymond Lester Comher ahv Kathy W, Comher PIN: 6803 -67.1331 TL's 12H 8 12L, all, 3900 DB 1664, PG 914 DB 1871. PG 780 a Fes.aan s.ou uaear �.0 21 SEAL D P,•bma,y br R• r,w Only: NN rw(.O,e•uGeLn X F•al br Ar 1, fb1 ro, Cora r, D A-d and R.- b, GoeVUCtren nn PROJECT CLIENT y PREPARED FOR JOSEPH ANDERSON 2615 Sparkling Place Winston Salem, NC 27103 Phone. 336 414 7956 Email . jandersonoamlmsonpangs com NC OrB "NADRI(2011) DATE: 04 08,2015 DRAWN By: TSC /RE IATC JOB NO Wool ol REVISIONS: N IO15 Rad•.d, s, SCALE: AS NOTED ON PLANS SHEET TITLE. GENERAL SITE GRADING J Beeson 8 Carter. P.A. SHEET NO C2 O U p � Z ur O� Q) co (I Cf) w Y �z -1 Cn a CLIENT y PREPARED FOR JOSEPH ANDERSON 2615 Sparkling Place Winston Salem, NC 27103 Phone. 336 414 7956 Email . jandersonoamlmsonpangs com NC OrB "NADRI(2011) DATE: 04 08,2015 DRAWN By: TSC /RE IATC JOB NO Wool ol REVISIONS: N IO15 Rad•.d, s, SCALE: AS NOTED ON PLANS SHEET TITLE. GENERAL SITE GRADING J Beeson 8 Carter. P.A. SHEET NO C2 owl= aim aliil��l / /I1♦�11♦�r��.— ---------------------------------------------- - - - - -- -- - - - - -- -- -- --------- ■ ! r r l a i l r r /anon l r i l _ - ...__......_... __ r 1 �0 - - - - - -- -�� _ - J ___- j \\ \ \ \\ ��- -748\ \\ •\ \ � --------- - - - -._ r 1 r r \ \ \ \ \ /• 1 1 1 r r r \\+\ 1 1 ! 1 I I I \ \ \ \ «ss a c \ ' y;. -. 1 + \ 1 \ \ t 1 1\ .•e, .'� � • II �� 1111 1111 + I 1 1 • ' I � 1 1 I 1 r 1 I 1 Y r I 11 rl:•. -. Ir I ;r / I / I / I t / I I I \ !._.... _..... BEBSOn[CNRjf�,Ril SEAL IMPORTANT NOTES. 1 Spot elevations along the proposed drive shown in 10 increments 2 Slope indicators are for fine gracing of site to ensure posit- drainage ound and away from the home 3 Typcel 4" threshold changes shown at home doorways except for patio door Is shown as 7' due to tight grades approaching roar of home. Close inspection of grades at time of construction may allay for addition threshold drop 1❑A x,--' br R.vwx O'*, Nil la Lame�rc9a� p Fns for Arp-1 Not br Combvicewi ❑ AjerONE \M (2•Y.W br LOnaric9m on PROJECT LLJ j j o 1. O E v 00 ,xt 0 i` z o \ i m� a- < w Y .. U) Z (n J a a c \ ' y;. -. 1 + \ 1 \ \ t 1 1\ .•e, .'� � • II �� 1111 1111 + I 1 1 • ' I � 1 1 I 1 r 1 I 1 Y r I 11 rl:•. -. Ir I ;r / I / I / I t / I I I \ !._.... _..... BEBSOn[CNRjf�,Ril SEAL IMPORTANT NOTES. 1 Spot elevations along the proposed drive shown in 10 increments 2 Slope indicators are for fine gracing of site to ensure posit- drainage ound and away from the home 3 Typcel 4" threshold changes shown at home doorways except for patio door Is shown as 7' due to tight grades approaching roar of home. Close inspection of grades at time of construction may allay for addition threshold drop 1❑A x,--' br R.vwx O'*, Nil la Lame�rc9a� p Fns for Arp-1 Not br Combvicewi ❑ AjerONE \M (2•Y.W br LOnaric9m on PROJECT LLJ j j o 0 O E v 00 ,xt 0 i` z o O0 m� a- < w Y .. U) Z (n J a CLIENT /PREPARED FOR JOSEPH ANDERSON 2615 Spending Place Winston Salem, NC 27103 Phone. 336.414.7956 Email: prides- Crind— onpartgia com N V, L NC God - NAOW (2011) DATE: 04.06.2015 DRAWNSY. TBCIPEIATC JOB NO.: 09-007 REVISIONS. SCALE. 1- • 6 SHEET TITLE: GRADING ELEVATION DETAILS ® Beeson a Carter, P.A. SHEET NO: C -2.1 HORIZ. SCALE: 1 ^ =20' 1p 9 3 1p 2p 40 ` `♦ - 741.80' - - - - - - - - - - , ♦ I Normal r sass � 4s,♦ r - � , � _- - -- ,, - "- � - -- I r - Site Drain 03 \ er DBJH 4 ytdox ` ` 1,: 1 : H44. §7OPF:o.'Q1�d' \t\ i _ 1 \ • \ \ \ RI tB.OQ o \ \ \i �4'i . - �}' Site Drain 01 .. AIKE POINT DRIVE t I It jI�:7118• DOv HgaE \ i i / 1 : jn .. .slrvnwffAz:.aw 1 ..I+Y 1ur:t4�.94Sj>�n%iopH ' Pw!Y uarr #.aY�Yr4 I I (` 1 r1 r IJ it i i' ii 1 1 - I Site Drain 02 �� j t- YA1.O� a1IO '00 ! . -J RIM A2'54 i I '�l SUMP 749 54 TI / 1 -� V I x49 54,8" Dy'/1'I E la3 ri OFF' . 1 \ \ 1 \\ \RIM 753. / l V 1 \ \ \ l \ \ Sl�.1PiT5p.17 oUr:7cov>`C \ppyy�gNdPE 02 do do In m t J _ - f \` - -INV bL - - - - -- \ • Ircialar - I eP: o.ro.Dg Robert Evans Creel alw Nancy Dowell Creel PIN: 6803 -57 -4244 TL 42, Blk 3900A DB 1648, PG 2381 756 ii 0 >So 746 Aseez A. Aileru PIN: 6803 -57 -5254 TL 41, Blk 3900A DS 2144, PG 1142 / '.•e 1 . 1 YI #1' D.29 OF 00 RIM 751 80 Joseph L. Anderson alw Grace L. Anderson PIN: 6803 -57 -4651 I TUS 8F & 306, Blk 3900 DB 2730, PG 3862 1�\ `a 1 I 9V 17/11 - s , '. OWM PmIMeM. ' 117 �. 24'L x 28W. 2.5'D Wedenda an- have not been delineate Class B Riprep or mapped by the NC DEMUR or US Corp a '46.36' DW IiDPE� /, Large Decorative River Engineers All permitting requirements at 48.35 1, DW NDPE ✓ / , Stone as substitute prior to any construction work in a wetlam RIIA'75545" - - - \ \ SUMP74B.B5 INV IN:752.9524'DW HOPE Storm By Pass E INV OUT '.748.95 24" DW HOPE N 00 INV: 74760 / X �Z j, ., ' 3 // , , /� Approximate l fi dlur diumonel to raft m nhee per DNA 3113x2012. A 15 buffer ar required on what wde of top of /f 31.97 d bank All permgting requirements apply Pit. to any construction work In a stream area 35'd24-DW HOPE @5.00% HDPE SUMP 748 6 � \ INV IN 748 �. - 82.97 d 24" OW HDPE @1.00 %. - - - - -- r,. ---------1---r-- Fun length and dope d pipe \ unlm own . Shown to connection I and smart purposes only I 1 I I I 1 I 1 1 1 I I 1 I 1 I 1 I 1 1 I I Storm By Pass PROFILE 758 756 WT W� W LL WT W� W� W W W O W u 1.00 1 11 n 0.00 c 0 '^ 1 +DD $ 2 +00 „ �i ry 3 +00 9 b Station CB#2 ........ . STA:0- 09.35OFF- 0.00 --- - -- .... .....j - - - ----- - - - - -- RIIA'75545" - - - \ \ SUMP74B.B5 INV IN:752.9524'DW HOPE Storm By Pass E INV OUT '.748.95 24" DW HOPE N 00 to F 74D Q W \ 35'd24-DW HOPE @5.00% HDPE 740 _._........_- W LL ^ _...._. -___ TNVWI74S359'DWHDf$..- `."- '__... .__......_, Bobby R. McCarty ^^ aAv Brenda S. McCarty / / \\ \\ \\ PIN: 680357 -6264 ]G 9 p A TL 40, Blk 3900A / A Jr DB 1782, PG 2471 i / \\ \ \ \\ IMPORTANT NOTES. 1 The dorm by pass work is to re -route dorm drainage from the adjacent residential subdivision around the new home sne. The existing 24" RCP Poe will remdn as set A new NCDOT 840 04 box (pre -cast or hand bricked is to be set in pace to drop me proposed pipes below paste Graders may need to be modified wet the ripe area to ensure adequat twat. 2 CB#2 I'd is conc,ete slab, no pate. CB#1 lid is 84D 16 frame and drop inlet ,:Me. 3. Pipe shell be Double wall HDPE or RCP. All joints to DB water and soil tight. 4 Outlet protection ts required See details for specifications - - - -- David S. Barnes atw Mary Helen Bames PIN: 6803 -57 -7272 TL 39, Blk 3900A DS 1859, PG 3122 754 7p �a O 7M /Q Yl all STA0+90.29 OFF .0 00 Site Drain #1 PROFILE RIM 757.80 SUMP:748.80 752 INV OUT:748.W W DW HOPE 26 of 12 DI FbPE a 10.1 % ; 748 .. v .... __..... _... ».... _ 3s _ .. . s I n .Odd " DW HOPE 1.00% _t__ ....... ... 744 744 INV 74342 YP72 742 _._ ........ . ........ .... .....j RIM751:�_ } " .-. n �- z to O Z E SUMP ;748.02 -' N 00 to F 74D Q W HORIZ. SCALE 1 " = 4 0' INVIN.746358"DW HDPE 740 _._........_- W LL ^ _...._. -___ TNVWI74S359'DWHDf$..- `."- '__... .__......_, n ^^ INV OUT:748.0212" DW HOPE W 1, W LL W� ]G 9 p A W LL W LL W LL W LL W ^^ , ^ ^ W LL LL W LL W LL W 4 00 -1+00 va iD 0+00 n '^ 1+00 VERT. SCALE: 1" = 4' 1 +00 D+00 1.00 'far+' 2.00 Station R IMPORTANT NOTES 1. All YI structures to be ADS STD401 or equal. See specifications and details. 2. All YI'a to have drop Inlet tops Use Neenah R4380-8 hams and grate or equal See specfications and details. 3. AJI YI's to have 4-$ local sump around drop inlet area for posnNe drainage to grate. 4. Pipe shall be Double Wall HDPE or SCH 80 PVC All oinb to be water end soil ti 9 ht 5. Roof leader Apes shall be connected to VI structures with a non-M nk proof ring poured in place around me connection port. 6 Outlet protection is required See details for specifications. w 766 7411s ,u Site Drain #2 PROFILE ,u 194% INV OUT 7W 17 C DW HDPE p n p ^ 00 00 00 .1 DO u4 n 0+00 'n uQ n 1 +00 3 9 "a a a Station Site Drain #3 PROFILE 756 eeenonacnsr�ea s *ae*. w.xafox.uuxr, xe nmr o halal l 7u:taM, 7xnam wee. w»ma.awa �ce,c. uon SEAL ❑ P Ixriiuykr R- On, rkt roe Gmtr,Kapr, f� r 1Yr Apprp•,si.W Cerneucam ❑ A,pwW axon WYaaa4 br Cenr,uclwn en PROJECT O O� n �- z to O Z O N 00 to F to Q W HORIZ. SCALE 1 " = 4 0' W LL LL W 4 W LL ^ ^^ ^ n ^^ W W 1, W LL W� ]G 9 p A W LL W W W W , JJ, r_f VERT. SCALE: 1" = 4' 1 +00 D+00 1.00 'far+' 2.00 R c S c 9 1 ? A Station eeenonacnsr�ea s *ae*. w.xafox.uuxr, xe nmr o halal l 7u:taM, 7xnam wee. w»ma.awa �ce,c. uon SEAL ❑ P Ixriiuykr R- On, rkt roe Gmtr,Kapr, f� r 1Yr Apprp•,si.W Cerneucam ❑ A,pwW axon WYaaa4 br Cenr,uclwn en PROJECT CLIENT I PREPARED FOR. JOSEPH ANDERSON 2615 Sparkling Place Winston Sabra, NC 27103 Phone. 336,414 7958 Email jandersonCandersonparpa wm N NX E S NCON- MADe5(2011) DATE: 04 08,2015 DRAWN BY: TSC /PEIATC JOB NO.: 09.007 REVISIONS: 05.19.a115 RavYa4 pp YNI SCALE AS NOTED ON PLANS SHEET TITLE STORM DRAINAGE PLAN AND PROFILE 4 Bereson & Carter, P.A SHEET NO C-2.2 O O� U p �- z to O Z O N 00 to F to Q W o 0 In z QY a U) _7 3: CLIENT I PREPARED FOR. JOSEPH ANDERSON 2615 Sparkling Place Winston Sabra, NC 27103 Phone. 336,414 7958 Email jandersonCandersonparpa wm N NX E S NCON- MADe5(2011) DATE: 04 08,2015 DRAWN BY: TSC /PEIATC JOB NO.: 09.007 REVISIONS: 05.19.a115 RavYa4 pp YNI SCALE AS NOTED ON PLANS SHEET TITLE STORM DRAINAGE PLAN AND PROFILE 4 Bereson & Carter, P.A SHEET NO C-2.2 Outlet potecnon. 10'L a 8W s 1 S (or 7 beyond waterline) Class B Rlprap or medium We decoratve over rock Al Its MstonMft to be paced wer filter fabric See delads Normal Pond. 741.80' 1 INVi _— O Sidi PvC r ,\ � � i 1 t 1 ► l 11 11 •1 �Y � fa' 1 D _ / e1 '146 LF at r SCINO PVC, \ \ W.. 4. \ \ Outletprotection;6'Lx6W. 1.5'D(or2'beyondwaterlim) , Class B Rlprap or medum We decorative river rock. All atone to be placed war filter fabric. Sea details. IMPORTANT NOTES 1. All roof drain leaders carrying water to Yard Inlet Structures shall be 4" Sch40 PVC or 4" double wsll HDPE. NO 4" corrugated single wall ppe is to be used in the roof drainage system. 2. AI leader lines to be sloped at 1% min. 3. AI bends sho m are long radius bend. unless omervve indicated 4. When a 4" Sch40 PVC roof leader connects to another 4" Sch40 PVC leader, a 4" z 4" Wye and cleanout is to be installed for the connection 5. AI ppe to pipe connections to be sal and water tight. 6. AI pipe to structure connections to be sealed with a non- shdnaable grout collar See details owet protection, 17L ■ lgwx 15-0 / Class B Rlprap or medum size decorative over rock • /, AI stone to be placed war filter fabric See details BEEBOOiCRRT�(LPR "CE Pr rE 'S` lu�l»JtI�� ".,Coto' SEAL 1❑S— iminey M nsw 0rey, -. Celrursen pr Fhal for Argosy, rbl b Lwahuctlan O Aisa — Ra—for COreNSem on' PROJECT \ 0 Z Lo /Outlet sctiom. O24' xt 26WPrax 2.5'D j / Y Z Class B Rlprap or / Q ` \ \ Larg. Decorative Ri— / U) J > d Stone a. substitute i CLIENT! PREPARED FOR JOSEPH ANDERSON .,v i 1 r i t `.i -� / / / •[ /. j 2615 Sparkling Place Winston Salem, NC 27103 4 ! Prone 336 414.7958 1 I i 't / �• 1/ Email. jandersonCandemonpengiacom 1 ✓r j / �j�[J` INV 747 80 ` / /i / M E, NC ride -HA083 (2(y11) DATE. 04.08.2015 DRANM BY: TSC I PE f ATC JOB NO 09 -007 Bill 1 REVISIONS. SCALE 1" = 10' I5 0 25 5 0 20 L� Ls SHEET TITLE ROOF LEADER PLAN ® Beeson a Caner, P.A SHEET NO C -2.3 — uO S awYr GE4 .YFL kNL •AE4 E:fR rw� - art INSERTA TEE FITTINGS MEET THE FOLLOWING rat'or m Nau_YVe•Je. &rw>rhE. I ASTM SPECIFICATIONS: :W i, by G.AiEaETE .REC/ST WNJ ON CL4Wt FELL +.JAtI �tYi — •` ' / , laNO PIaNN.HI FIELD PERFORMANCE - C989, F7417, F2487, F2946 Ew InAN naen, sRNetoN.rLEa NE x,+o+ vNls� f•FAOF \ / WATERTIGHT CONNECTION • D3212 (10.8 pslp) omeE:0., xuaen ru ., xuum i -• e:xt-r+c,F vaec si wY� ROOF LEADER REa ...L•...,I•m.�«^+e_.«^ RUBBER SLEEVE AND GASKETS - F177 as srECnrtn b-1 e:.aN - FACE OF BUILDING 9'" CONNECTION SEAL .___ 1 MM1uTN Ei N1V41LL '� f_ p` SURCHARGE PIPE ROOF LEADER e >- ui S I rYrnLE.v ._ SPLASH BLOCK our wrLES /// TiNN!x` 1----- •• - - - -� j ° EXISTING SURFACE TREATMENT - r.aael.:ns rnF I B (VARIES) tr NwwuY YAX.'YU+I I.cvE alaEa -- _ .. � �..• JA FYNIMaOPrN:N; NNb Ce,YhurLOn I ELA8a1 :Rn 9afi5 FF. A8 N'Ytt. ' 1484 vIYE 889 —�� ( t CYi4!iaCTEL INrI'WM•'YJ]:n'.i '. . Q ❑ a0Prvr4 rIe R.Y —Cbt WraYlX.85n an: SF4°EY inN1E'ILR \• � - :'a+tlN .^.. tC4 iYMWt PNOEIC.F � e :O:aY:0E1 OLYLIiv �'I��(jI�I��I��I(�I��fI�� I��IIIIIII��I I��I 1 ;ran .w. -rr . wrlc Naw.L•R `-EXISTING MAINLINE PIPE, DIAMETER PROJECT. AND MATERIAL MAY VARY 90 DEGREE ELBOW (PVC, HOPE, RCP, DIP, ETC.) 1 YANx:S ROOF DRAIN LEADER rwV11vL�NUYIYNEEEwtNM^lOni MATERIAL MAY VARY INSERTA TEE CONNECTION • " DESIGNED TO CONNECT 2" (51 mm) ''.i -7 ".' .- __ — (PVC, HOPE, SCH40, ETC,) THROUGH 30" (750 mm) SERVICES _... ...__ ... .......... _....._.1 ,. � � TO ALL KNOWN SOLID WALL, PROFILE, au;E size L VfJ3 ...,,..,web, �:"l»:a ALP• i. a i. '" CLOSED PROFILE AND CORRUGATED Ibr Di1+E s. _�I ! ,..... 1"''I PIPE MANUFACTURED TODAY. ., +.,..".,�,..,..,r ...,+,.., ,.. «.w... ..,<a N>aw.wx NN - .IN,4,+,. ..•.....,�.. sy>w rrtw.� w.r aLSm I m°°O°'nd aam m Xn »,vi"" "w Momma ��..� wr ERaiRrr Yt1gcwl I I INSERTA TEE -ROOF DRAIN LEADER emYWla �tllGfwE] INBERIa TEF I PO BOX 1 +a O.�mmyr �` ama �,'.Lwmve'.u. -- Y CORNEIIUb. OR 4Tt1n ��,avtwa ,WY �acrmr, �rw .aov+ ,Cn at InLX+n�wlr �� i w Eltl•'._a_r_/i+�r� —C` PM'.IGA31351- x„6ENI..iYeJ1 x5Y•,a1> ISGMF Nf5 .aLE6tl,N EF:.EOY IDaTE: 3-1 I DRAWN BY: SAM . NEENAH uh= " �y S# W W 0 2E�o� w 1" DEPRESSION ? 144" tYg• ` 144" N > > F O U N D R Y _..... 'm'i sy t •744 "�i -74a^ �l I 'I " F�' __ Lo ...__.__.._._.. G E E t� O n pT L_ L -� 11 - -� �$ Z ur 81 Lo 380 Series wl a� - Flat Ber Drairla Z p. craw $ '6r I 0 uom D3 °~ SECTION G -G F� �H O m CD LL O 40 A_ PLAN OF FRAME n it 1' -744° t' -7i4" CAST IRON Q Lu O O o n PLAN OF GRATING o L� Y y Z P7i 2'_0 CAST IRON g < r O C ° U) HF!!L� i" 1sY N CUENTI PREPARED FORSECTION H -H JOSEPH ANDERSON 21315 Spsidnp Place M € Winston Salem, NC 27103 fLA _..... _ .._: .�...� $ •� I .- -� g ? j nsi4 21,11, T7 Emil nleaa�anamP.npia mm e ''••. °:i m m a' -lie" z' -114^ � c �, N a. N00�aN°:a. RarPrr SECTION E -E SECTION F -F 840.16 840.16 r Y., at ZI " E 7 w � m ♦ � � r rn n:r rlauL •rEs rap Y--� J�.- al...Or1. TIT T3 I I r'— Y'Xwrr"L i[iti was OwrL I.lrt— glee —T op iz NC 6M.NApB:f fp11) $=1� % — I _� +".•+r'.: —m �+.. ++ E. o mnx� n+.wra..ta w •o., m Y.. t3� t I! DATE. 04.08.2015 ,Mt ORAWNBY: TBC /PE /ATC •NgY e.mar MRwncr re.wYe.en nlrs'prr.r lleln4. — — —_ —� _ —aaem Yrt energy. i m JOB NO.: DIiW/ • 91Ytle1 La.Y NINIwa Yl4NW "- Qww Inl w r mwmN n ,. elrNa.. REVISIONS'. Y— rr+r r+ m e0w. o++.�, o.. aw aerreNNOrr IYeYMIrew 1aNhN PLAN .JaMA E )TY h ........... allN YYIE E eur elrV® aaxrAl E OA w. F. 1x _Raaa R.Iw wa. .A. aua,rmEwwrE .e-a .a .Y at x .t a a E E E E E E .eeAaeP eOAwY w .S x t t . .Ya .. . x zx,�t ..a b e a o l x \/ S a; m a? [.i ..l.e . le. llr ul cs a J � tbi _ . m m 2c I -4 H i IL Ic i SCALE uj DOIMEL m NOT TO SCALE (N T S) o.x a+ m = Lr NE xmeJ �SerLter rm . ,s. :1 m f�.1 "w°• E °'3 0.0 m SECTION X -X 0010N Y -Y c SHEET TITLE i a„r le E NE $ V ie � J .. n"°'j fl(��" ` LAM ' � w � STORM DRAINAGE DETAILS + nfOM • NI Ar .,.E ° e +eee.n E Ae . o A • o- • - A.m rT. �� A.A,e m. O Beeson 6 Cartsr, P.A f:9" a eea W. SHEET NO C -2.4 840.14 840.14 a+NeN E O.i a.l c a owua «s.m.n. ,m. sw. r tan t« z ow,e wa.nn•1 eu °q�.ae.��ae �e«asw — — — — — — — — — — — — — — Asa F.nv sr«. o„nw t.ew. 1 _ ffl. ... as Fence S =WWI ase assiF 1 i LAKE POINT DRNE i I ! {`,! I.:, \ \ \ , \ \ i,i 1 1 1 \ `\ ♦ .. . Pu' h Utility EC�rt�t f 1 `� \, k, `1 "•, i.. `\ \ \`; t •:.•.•. - e I 1 I 1 1.1-1..1 .\..l7 \ � '.J _ / ,a �s m es in v Y N Y Ad o` m 03 1- .– V V�$c� m Y Z H m m�a o Robert Evans Creel a/w Nancy Dowell Creel PIN: 6803 - 674244 TL 42, Blk 3900A DB 1648, PG 2381 w: aar.r ' wr:a EROSION CONTROL CONSTRUCTION SEQUENCE 1. Obtain gradng/erceion control plan approval and perms from City of Wmdon- Salem. 2. Contact Erosion Control Inspector to establish a pre-construction conference and Inspection schedWe. See InaDedion Effective October 1, 2010, pawns conducting lim"sturbing accuses, larger than one (11 acre, must inspect their protect after each phase of the project, and tlxument the inspection. The phase, are as follows A Irstallalum of perimeter Erceion and Sediment Control measures S. Clearing and grubbing of existing ground cover. C. Completion of any phase of gracing of slopes or fills D. Installation m storm drainage swales. E. Completion of construction or development F. Establishment of permanent ground cover sumuent to restrain Erosion. 3. Install Erceion Control Measures as follows. a. Temporary Construction Entrance b. Temporary SIR Fence and Stone Outlets c. Temporary Setting Seems Permanently seed all disturbed araise upon completion of grading work. See Ground Stabil¢ anon Cnfens below for more Information. Ground! StaalliaROn Criteria zz, i Sm Neu R� MMr� ,T.WUUT1oX D6ou.I.xY TPa[r.AA,[ P[F•IIONf .,ei.r....,,i.., Roorru«pm+n't:t I•,n�'att4�Niorwe vo°•.nm. rm.n,1 >. ea. re.n�Nep, >vr..i 4. Pnor to the Contractor demobiliang from the cite, the Financially Responsible Parry (or their designee) will notify the designated Erosion Contra Inspector of mar anticipated date to leave the tats. Anon -site Inspection will be conducted Prior to the leave date by the designated Erosion Control Inspector to make certain all action tams have been addressed by the Contractor. 5. Continue to maintain Erosion Control measures until vegetative cover has been established war all deturbed erase end site has been atealized Remove Erosion Contra measures ONLY alter final inspection and approval by Inspector . Joseph L. Anderson a/w Grace L. Anderson PIN: 6803 - 57-4651 TL'S OF 8 306, Ellis 3900 DB 2730, PG 3862 -� 1 0" r+iY UNTIL U. NO wpRR / MEA LNTIL USACE�DEIIR - - .•. • -. •_• / � � / G•oN$tAT yaTN ENgeEER - ..._..... - / ./ PERW STAN. �.aea., p�°�Yee.1 `"�. Fa....a- ,. Rai aF.r O.OlaS A ssl..aa WY 6E PERFORMED IN THa j�'°YLG B. Willis r' `%"Tnm Is OSTNIED. +y 01`0 EC INSPECTOR ,IF UR LM OF PIN: -1449 IN: 680 to TL 27, BLk 4010 7, BLk7 \.a....., \ ...,',,.. -.- ..,,n Y` .. consP i'mP° • tr ttv.— \ LL ^O^ vC LL A• 1 owes Protection. "e.n. Win. ti°<.�n.«.,n.,•...� °.,.. . «..ne.w, I I 1 24L. 28VV k 25*0 Class B Riprep or �• / /j Large Decorative River I Stone r sub itute r ! f 1 e � � I 1 'dr/a�y —_ -- 14'laluaaOM ,.__..— __..... ._..— .__— ._ —_ -.. _.__.._ � ^ ^'N•YRYM OY a {air W11MOM O �ir as Oak - - -_- - - -- - - - - -1 EROSION CONTFI�QI_ MAINTENANCE PLAN 1 Inspect all sedmen[aton and Erosion Contra devices for stability and functim each week and following each rainfall event 2. Remove Mlt(sediment from temporary devices when accumulated volume has reached 50% capacity 3. Maintain stone in temporary berms throughout construction of each section Regrade /raper, berms tie required. 4. Contractor shall appoint an on -site inspector and maintain records of inspectors in accordance with me provisions of the general NPDES Stormwater dscnarge permit for construction scbvrbm See http.//portal ncdenr.org for additional details and forms NATURE AND PURPOSE OF GRADING ACTIVITIES The proposed residential hone location will be generally situated near the lake homage with the ate grades to be raised to allow for positive drainage in all directions . Activities to acmmpliah this end result include Grading of a proposed building location for acceptable home eavabors and bufrenng/phiming berm. • Installation of additional drainage features to aocommodale re- routing edjacem exiabng drainage, roof leaders and o—te drainage for the proposed Wilding locebcn IMPORTANT NOTES 1 NOT A BOUNDARY SURVEY. Boundary ahem from recorded Deeds andlor Plea Adjacent property Imes from Forsyth County GIS parcel data 2. This plan is to grade the alts as shown for a proposed home construction that will exceed 20,000 SF in disturbed area and require a gradng permd (owner to permit) 3. This map is a comglation of Information from scaled wIM pans, county tax information, structures and topograpirc information collected on sate. 4 This ate ie located in Muddy Creek / Yadlan -Pee Dee wateshed 5 The site will be phased in order to allow work to begin outside of the wetland area shown on the map. The grading and storm drain work in the wetland area on the plan shall not be performed until USACE/DENR permitting is obtained 6. Disturbed limits are shown on plan and do not encompass the emirs Rte SITE! EROSION CONTROL INFORMATION. County of Site. Forsyth County Watershed. Yadkm -Pee Dee River from the Muddy Creek Rover Been Stormwster. Phase ll (Delegated CtyrCounty) Total Acreage. 1.622 Ac. Disturbecl Area: 0.65 Ac. Solis,. RIC - Resold Fine Sandy Loam, SmF - Siloam Sandy loam Walter H. Willis j�'°YLG B. Willis l�C �°[°tt''IlISS 1UCfvoaa UHF PIN: -1449 IN: 680 to TL 27, BLk 4010 7, BLk7 i \ o«.aw,T / SEAL „mvw,emww LL ^O^ I LL David S. Bames Q w o 6 W Y ,,, �F4;•TT N �f' \ \ ayw Mary Helen Bames PIN: 6803-57-7272 / Aseez A. Aileru !! `� 9000 PIN: 6803 -57 -5254 Bobby R. McCarty / % DB 1859, PG 3122 B 1859, G 312 Andrew A. Cortessis TL 41, 811, 3900A DB 2144, PG 1142 I i� a/w Brenda S. McCarty PIN: 6803 - 57.6264 7 / / PIN: 6803 -57 -8155 y \ TL 38, ON 3900A TL 40, Bilk 3900A j ` \ \ 7 �- \ DB 1655, PG 2954 DB 1782, PG 2471 ( I / , r EROSION CONTFI�QI_ MAINTENANCE PLAN 1 Inspect all sedmen[aton and Erosion Contra devices for stability and functim each week and following each rainfall event 2. Remove Mlt(sediment from temporary devices when accumulated volume has reached 50% capacity 3. Maintain stone in temporary berms throughout construction of each section Regrade /raper, berms tie required. 4. Contractor shall appoint an on -site inspector and maintain records of inspectors in accordance with me provisions of the general NPDES Stormwater dscnarge permit for construction scbvrbm See http.//portal ncdenr.org for additional details and forms NATURE AND PURPOSE OF GRADING ACTIVITIES The proposed residential hone location will be generally situated near the lake homage with the ate grades to be raised to allow for positive drainage in all directions . Activities to acmmpliah this end result include Grading of a proposed building location for acceptable home eavabors and bufrenng/phiming berm. • Installation of additional drainage features to aocommodale re- routing edjacem exiabng drainage, roof leaders and o—te drainage for the proposed Wilding locebcn IMPORTANT NOTES 1 NOT A BOUNDARY SURVEY. Boundary ahem from recorded Deeds andlor Plea Adjacent property Imes from Forsyth County GIS parcel data 2. This plan is to grade the alts as shown for a proposed home construction that will exceed 20,000 SF in disturbed area and require a gradng permd (owner to permit) 3. This map is a comglation of Information from scaled wIM pans, county tax information, structures and topograpirc information collected on sate. 4 This ate ie located in Muddy Creek / Yadlan -Pee Dee wateshed 5 The site will be phased in order to allow work to begin outside of the wetland area shown on the map. The grading and storm drain work in the wetland area on the plan shall not be performed until USACE/DENR permitting is obtained 6. Disturbed limits are shown on plan and do not encompass the emirs Rte SITE! EROSION CONTROL INFORMATION. County of Site. Forsyth County Watershed. Yadkm -Pee Dee River from the Muddy Creek Rover Been Stormwster. Phase ll (Delegated CtyrCounty) Total Acreage. 1.622 Ac. Disturbecl Area: 0.65 Ac. Solis,. RIC - Resold Fine Sandy Loam, SmF - Siloam Sandy loam Walter H. Willis j�'°YLG B. Willis l�C �°[°tt''IlISS 1UCfvoaa UHF PIN: -1449 IN: 680 to TL 27, BLk 4010 7, BLk7 He" °TPE°T• reRFT °LL -urea, ac r +°, oFnce:Paal r.aa,t, dsel zasam DB 833, PG 189 o«.aw,T OZ SEAL „mvw,emww LL ^O^ CD LL Q w o 6 W Y ,,, �F4;•TT N �f' Raymond Lester Cordher a/w Kathy W. Cordher PIN: 680387.1331 TL's 12H 8 12L, OR 3900 DB 1664 PG 914 DB 1 871 , PG 780 EC LEGEND SO Fence Construction Emrance/Ext Construction Umits •- Temporary Diversions m. Drainage Area Limb o Inlet Protection 1pott )pt Nara / Block and Stone y sLt� IyyA Ole- O EROSION CONTROL PLAN APPROVED Grading Permit Required Pnor To Land Psturang � Rwwen.ry kx R.rl.a oath. f•Mler cer.avrapr, pq Mla AppeWl. rcrr«�evoelei, D Appweaend! R.Y,+.•d tar qae tvv, on. PROJECT. CUENT /PREPARED FOR'. JOSEPH ANDERSON 2615 Sparkling Place Winston Salem, NC 27103 Phone 336.414.7955 Email . onderson @andersonlsngia cem NC add - MAD03 tM11) DATE: 05 14.2D15 DRAMM BY: TBC 1 PE IATC JUB NO.: UIiWir REVISIONS 0,1110 15 Rew,.e non Oa1O15 RR.- IExnpyROryucl�gin enppUaaMa�y ro.tvwllM4Vr \�aiia(aimlmTyn M NV 051, 15 R— f c W 1. d SCALE 1 - =20' 10 Q i V M 10 SHEET TITLE EC PLAN O Beeson a Caner, PA SHEET NO MKI C? j> / C? O -W to U p rq Z Lr) OZ N° LL ^O^ CD LL Q w o 6 W Y a1 z U) J a CUENT /PREPARED FOR'. JOSEPH ANDERSON 2615 Sparkling Place Winston Salem, NC 27103 Phone 336.414.7955 Email . onderson @andersonlsngia cem NC add - MAD03 tM11) DATE: 05 14.2D15 DRAMM BY: TBC 1 PE IATC JUB NO.: UIiWir REVISIONS 0,1110 15 Rew,.e non Oa1O15 RR.- IExnpyROryucl�gin enppUaaMa�y ro.tvwllM4Vr \�aiia(aimlmTyn M NV 051, 15 R— f c W 1. d SCALE 1 - =20' 10 Q i V M 10 SHEET TITLE EC PLAN O Beeson a Caner, PA SHEET NO MKI Fe a TEMPORARY CONSTRUCTION ENTRANCE /EXIT N.T.S. SEDIMENT FENCE (SILT FENCE) (6.62) N.T.S. CONSTRUCTION 1. Consbud me aamern "m.r of wands angm edra ] EneurelhelM AI the synthetic Nhef labia. ' e w,. •.nr�n•Ny,,µr :�' y'-' Might of the seaman knu doss '�"� 1 •�� not exuNe 24- We the groune "I"" (higher knees may Impound voume. of water ndreent b -use ladae of the structure) wit 3. Coatrucl me Niter kbnc krm com,aow roll cut le r tlN krglh of lM barn, to avoid pints. When felts awry. -1, laaan IM Alter cloth only M •support post with 4 k. m..mum ms p to Me hen post. 4. Support Standard greagm hen Sid by wit mean kgeatl acutelyar the up Mope Free tt rn pope. EMa the wM mach wppon to IM atom orthe ::-n. Fasten the wke remlwomenl. tan kblc `_ - -_ - -_ -� �, •� On Ihe W slow Nate or tle lance post. W. or PksOC It bas.hmid IN- mlamum So pound Sense Mrangth. 5 Wren • wk. ugport knce k used, span pops e m of B Mt Nwrt Support goats Maud W Cmm Imo m. grouts a mnmum 0124 —= 6 Exae gargm Mar kbric cum, 5 dot pot "one o•r� s,r,bn dins nol require wire mesa support fenu. y° Seamy kgen tte nher kb,c a o '•n Mre or plep,c zp lots Should! Mvo tolo munt 5 0 p: M,uv- 7' pound Strength e Strength 7. Excavate a trench approximately 4 inches wide and f B 1cNS deep None the proposed Imo oil. T poll aM up Mow stint eu amen Ise, Apure -'' •'s -•t "low) v; •'f• % N. BackAli me trench with mmpaded oN or gravel placed over to Alter fabric rn q. Do Not anacn Niter kDnc ro haas. MAINTENANCE lrepsd sediment fumes el least onbs • week and afet eacn amkll. Make any agdre repairs mmeduky Should mar kbic or e sediment fenu corepas Star, decompose of become Ineffective repleca a promptly Rephios burlap every 60 days. Remove ammem depoNr as necessary to provide adequate Storage volume for the next rain and to reduce paswre on IN lance. Take wit So avoid urdermn.p Rot lams during d.sn out Remove all lancing matehek and UnWble Sediment "posits and bring the area to grade antl Wbllike N offer me mMr,bNimp d-rap. arm het oeen property, WbN'aed SILT FENCE STONE OUTLET (6.63) N.T.S. Silt Fence 2, 1'3' Mm 1 41 2 __- Post 1 (- 3' MM. Structural T Sm Fence 1 Slone CROSS SECTION TOP VIEW ♦��• � I ►11111141♦ . NOTE Structural stone shall be (Class •B ") stone for erosion control purposes 2 Sediment control stone shall be No 5 or No. 57 stone OUTLET STABILIZATION STRUCTURE N.T.S. wOURET TD R.aT ANEA FMN OUTLET TDwELL- w¢l.�hr®errNFl nasabrr » LA 4V-1 do Sao do "D1 z w m• , wriw ire iswpw r+ a �nelr� n ,a e.nrnt eiwiail:T CONSTRUCTION on �rnwr,A 1 Ensure that the subgade for the fitter and nprap follows the required lines and grades shown in the plan compact any fill required in the Subgrade to the density of the surrounding undisturbed material. low areas in the aubgrade on undisturbed sal may Mao be filled by increastng the nprap thickness 2. The riprap and gravel fitter must conform to me speared grading limits Shown on the plane 3. Filter dam. when wed, must meet design requirements and be property protected from punchng or testing during ms"llabon repair any damage by removing the nprap and placing another pace of fitter cloth over the damaged area MI connecting joints should overlap a minimum of 1 fl n the damage is extensive, replace the emRe fitter cloth. 4 Ripap may be placed by equipment, but take care to avoid damaging the filter. 5 The minimum thickness of the nprap should be 1.5 times the maximum stone diameter. 6. Ripap may be field atone or rough quarry stone. n Mould be hard, angular, highly weather - resistant and well graded. 7. Construct the apron on zero grade with no overfall at the end make the top of the riprap at the downstream end level with the receiving area or slightly below ft. B. Ensure that the apron is properly aligned with the receiving stream and preferably Straight throughout i% length it a curve Is needed to fit sne conditions, place din me upper section of the apron 9. Immediately after conshucbon, slablue all disturbed areas wits vegetation. MAINTENANCE Inspect nprap outlet structures after heavy rains to see If any erosion around or below the nprap has taken place or 4 pones have been diaiodged. Immediately make all needed repairs to preventfurther damage TEMPORARY DIVERSIONS N.T.S. comwa.e sou Slow 1a Mn Temporary Earthen Diversion Dike Corr AWapM Qty slow to wit f �I Temporary Gravel Diveraon Dike for Vehicle crossing CONSTRUCTION SPECIFICATIONS SETTLING BASIN TEMPORARY CHECK DAM (6.83) a @EBO N.T.S. N.T.S. a,ae�ms-�,".�,e..p,,,e, 1's -w„ SEAL. roP1H •CS € a FLOW i .LLrea r,rc cwr.a I D poi :` `,NCINiE��' R PLAN VIEW rxrwr aa4FX7 CPy"• ,ww,nsn PLAN CROSS SECTION VIEW CONSTRUCTION SPECIFICATIONS. P D Hash y For R- MM Not ld Cria.atlw 1 Place stone to the lines and dmenlOne shown in the plan on a filter fabric fatndaron. X Fnwhb, Appwal. NMI,, Co,teuceon 2. Keep the center pone section at least g inches below -,.I ground level where the dam abut the =net bank, D Atem.•ae a„ a wkr.a k, �nrAan m Min @' a57 Wished Stone 3 Extend stone at least 1.5 R. beyond the ditch banks to keep memow water from undercutting the dam as N rot- enterer on Faced Riprap me channel 4. Set spaong between dams to assure the the elevation at the top of ft. lower dam is me same elev"FIn as me toe Class B Rip Rap. elevation of the upper dam PROJECT. 2' H x 4'L x Width of Baan 5 Protect the channel downstream from the lowest check dam considenng that the water wIl Bow war and around the g Eq,da 3 TYna• ,trim diemFLOW -> I 6 Make sure that the channel each above the most upstream dam is stable 7. Ensure that channel appurtenances, such ae culvert ant -rams below check dame, era trot sublect to damage or S Mat blockage from depiwed stones lit NANCE Impact chede dams and channels for damage after runoff even. Atmopate submergence and dapoeition some the PROFILE check dam and eroson from high flows around the edges of the dam CF, Fact all damage immediately. If agnficant erwion occurs between dams Install a protective nprap liner in that portion of the channel Remove seamen accum Amed behind the dams as needed to prevent damage to vegetation, allow the channel to dram through the atone check dam, and prevent large flows from carrying sediment mar the dam !rid pones to dams as needed to maintain design height and cross section STANDARD CATCH BASIN INLET PROTECTION (N.T.S.) T STANDARD METAL POSTS 2'-0• IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX �i 0 T' way- a 57 WASHED STONE PLACED TO A HEIGHT OF 17 -15' MINIMUM ABOVE TOP OF BOX 1. Remove and dispose of all trees, brush, slumps and other objectionable materiel. CONSTRUCTION - 2 Erasure that the minimum constructed crm -sect on meets all design requirements 1. INN. abnt Tyoats. -mum of 2.01 Mo grourrl at each cons, of cit "sin 3. Ensure that the top of the dke is nth lower at any gam than the design elevabon plus me specm6ed settlement 2. Gnluay R amdwaro ddn or comwrsde ova man wnn 12 rich owargs uma poW to ad gavel in Wa. 4 Provide suf6aent room around diversion to permit machine regretting and cleanout. 3. Use DOT, 57 walled Wm. placed 12 -18- save the catch batik, mm. Flaman .rid ameoth a b an even grade. 5 Vegetate the ndge immediately after coraUuceon, unless dwdl remain in place less man 30 days MAINTENANCE: MAINTENANCE maped me "m er Frier each nen and oak..g,la as needed. • Remove sedmare as mN -q la provde sdsquate storage volume bf Subsequent a.s Inspect temporary diveraloM once a week and after every rainfall Immediately remove seaman from now area and ' viii Ina co^aEuling drainage area Me been ad".1.1y Wioxied. n- NN mrot aM any unetabie mil, and sitar repair tta diversion edge. Carefully inspect outlets and make finely repairs as needed. When the area protected Is ,Nag. or aarea of n property Bring me agur"d area ro proper prsde. Men moon and cwnpsd n Appropheky permanently stabilized, remove the ridge and channel to bland with the natural ground surface and staolee appropriately Wbil¢• all "re useN around the Inlet. For Late Winter and Swing TEMPORARY SEEDING US. as Rate Rye IGrain) 1201ba/ac Annua l Lespedeze 501o""' (Kobe to Piedmont and Coastal Plain, Korean in Mountaa) Omit annual lespedeza when duration of temporary cover k not to extend beyond June. SEEDING DATES Mountains -Above 2500 feat. Fero. 15 - May 15, Below 2500 feet Feb. 1- May 1 Redmont -Jan 1 - May 1 Coastal al 1 - Apr . 15 SOIL AMENDMENTS Follow recommendations of sal tests or apply 2,0001bfacre ground agricultural limestone and 7501Nacre 10.10.10 fertilizer MULCH Apply 4,000 lbl.cre straw. Anchor straw by feeling with asphalt, netting, or ■ much anchoring too. A dsk with blades set nearly straight can be used as a mulch awhonng too. MAINTENANCE Refedl¢e 0 growth is not fully adequate Reseed, referallze and much immedately following erosion or other damage For Summer To" Rate German Millet 40Iba/ac In the Piedmont and Mountain, a smallatemmed Sudangress may be substituted at a rate of 50 Ibacre. SEEDING DATES Mountains -May 15 -Aug. 15 Piedmom -May 1 -Aug. 15 C."%Iplain-Apr . 15 -Aug 15 SOIL AMENDMENTS Follow fecommendebons of soil tests or apply 2,000 Ib/scre ground agricultural limestone and 7501blacrs 10.10-10 fertl¢er. MULCH Apply 4,000 Ib/acre straw. Anchor straw by tacdngwilh asphaft, netting, or a mulch anchoring tool. A disk vem blades am neaM straight can be used as a mulch anchering tool MAINTENANCE Rperblize t growth is hot fully adequate Reseed, rereNlize and much immedately forowng erosion or other damage For Fall S{P�aaass Rate Rve(nmt 1201be/ac SEEDING DATES Mountains -Aug 15. Dec 15 Coastsl Plain and P..- -t -Aug. 15 - Dec. 30 SOIL AMENDMENTS Follow soil teals or apply 2.000lbacre ground agricultural limestone and 1,000 Ibi 10.10.10 ferelurer MULCH Apply 4.0001Nacre straw. Anchor straw by tacking with asphalt, nel0ng, or a much anchoring tool A disk with lodes sat nearly straight can be used as a mulch anchoring tool. MAINTENANCE Repair and wbkze damaged areas Immedaley Topdress with 50 lbacre of nitrogen In March if 4 is necessary to extent temporary cmef beyond June 15, oveaeed with So lb/Scre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in Fete February or early March INLET OTECTION 25 Min. Sin fence or coh.U. Dan fence return each side. PANVEW t.s. Temporary Sediment Pad Wre Screen Concrete Block Dewi ing CONSTRUCTION SPECIFICATIONS Course Aggregate J - W >I (2 -3' Stone) - Exlaenp 1. Stone - Free counter aggregate (2 -3 inch r- Pavement atone) n Sediment Mng Drop Inlet 2 Length - As effecme, but not less than 100 U Grate feet Z � 3 Thickness - Not lees than eight (6) inches 25' MI S 4 Wolin - Not less than full widh of all points E O rWNre Screen ope, Grave l Finer f Un - / (optional) of Ingress or edres 76 fC ¢ 5 Washing - When necessary , wheels shall C be cleaned to remove sediment prior to Existing n ¢ entrance into pudic rightof -wry. VMen Ground O washing 16 required, a shall be done on en d (1' Min. thickrreu) area 6tabilized with crushed stone which drains Into an approved sediment trap or I - sediment burin All sediment shall be 1001 Min OR 4X Circumference of largest tae. Whichever is greater preve^bd from entering any storm drain, ay.Wd I cur 2Ind- below the creSt of this Wrm men. Pko to dram of bbdic against the edge of to storm ditch or watercourse through the use of SIDE ELEVATION eon for Moral Support and to avml we -when marrow oocua. If traded, give Meal Support to subsegwM rows by placing 2. 4 wood Studs, nvougn block openings sand baps. gravel, boards or other apprwad methods. 100' Mm. Exreang ,r Min Pavement MAINTENANCE N ban Sven grade. DOT, 57 wa had gone is recommerWd. The entrance shall be maintained in a cortdibon 4. 11 1, goo and gravel as wed, keep me Mope toward the meet a Wawa Then 3' 1. Leave • minimum 1 -n wide keel which will prevent I Acting or to d WM area "keen the Structure and around the Intel to prevent gravel from entering mM On IN Mow -to the ,Met. Phone 335 414 7958 sediment onto public nght -of -way TINS may w Nos 3 that In d ameler or larger On the abate away From ere nk1 ua t a -&l Mch gavel (NCDOT 057 waged Nos) at • minimum thickness of t R d" Min require periodic top dressing with sddtiona Exisbnp Fitt r pone ss conditions demand and I.P.ir anNm Ground Cloth deanout of any measures wed to trap sediment All sediment spilled, dropped, washed or tracked onto public nght- af-way must be rammed immediately. SEDIMENT FENCE (SILT FENCE) (6.62) N.T.S. CONSTRUCTION 1. Consbud me aamern "m.r of wands angm edra ] EneurelhelM AI the synthetic Nhef labia. ' e w,. •.nr�n•Ny,,µr :�' y'-' Might of the seaman knu doss '�"� 1 •�� not exuNe 24- We the groune "I"" (higher knees may Impound voume. of water ndreent b -use ladae of the structure) wit 3. Coatrucl me Niter kbnc krm com,aow roll cut le r tlN krglh of lM barn, to avoid pints. When felts awry. -1, laaan IM Alter cloth only M •support post with 4 k. m..mum ms p to Me hen post. 4. Support Standard greagm hen Sid by wit mean kgeatl acutelyar the up Mope Free tt rn pope. EMa the wM mach wppon to IM atom orthe ::-n. Fasten the wke remlwomenl. tan kblc `_ - -_ - -_ -� �, •� On Ihe W slow Nate or tle lance post. W. or PksOC It bas.hmid IN- mlamum So pound Sense Mrangth. 5 Wren • wk. ugport knce k used, span pops e m of B Mt Nwrt Support goats Maud W Cmm Imo m. grouts a mnmum 0124 —= 6 Exae gargm Mar kbric cum, 5 dot pot "one o•r� s,r,bn dins nol require wire mesa support fenu. y° Seamy kgen tte nher kb,c a o '•n Mre or plep,c zp lots Should! Mvo tolo munt 5 0 p: M,uv- 7' pound Strength e Strength 7. Excavate a trench approximately 4 inches wide and f B 1cNS deep None the proposed Imo oil. T poll aM up Mow stint eu amen Ise, Apure -'' •'s -•t "low) v; •'f• % N. BackAli me trench with mmpaded oN or gravel placed over to Alter fabric rn q. Do Not anacn Niter kDnc ro haas. MAINTENANCE lrepsd sediment fumes el least onbs • week and afet eacn amkll. Make any agdre repairs mmeduky Should mar kbic or e sediment fenu corepas Star, decompose of become Ineffective repleca a promptly Rephios burlap every 60 days. Remove ammem depoNr as necessary to provide adequate Storage volume for the next rain and to reduce paswre on IN lance. Take wit So avoid urdermn.p Rot lams during d.sn out Remove all lancing matehek and UnWble Sediment "posits and bring the area to grade antl Wbllike N offer me mMr,bNimp d-rap. arm het oeen property, WbN'aed SILT FENCE STONE OUTLET (6.63) N.T.S. Silt Fence 2, 1'3' Mm 1 41 2 __- Post 1 (- 3' MM. Structural T Sm Fence 1 Slone CROSS SECTION TOP VIEW ♦��• � I ►11111141♦ . NOTE Structural stone shall be (Class •B ") stone for erosion control purposes 2 Sediment control stone shall be No 5 or No. 57 stone OUTLET STABILIZATION STRUCTURE N.T.S. wOURET TD R.aT ANEA FMN OUTLET TDwELL- w¢l.�hr®errNFl nasabrr » LA 4V-1 do Sao do "D1 z w m• , wriw ire iswpw r+ a �nelr� n ,a e.nrnt eiwiail:T CONSTRUCTION on �rnwr,A 1 Ensure that the subgade for the fitter and nprap follows the required lines and grades shown in the plan compact any fill required in the Subgrade to the density of the surrounding undisturbed material. low areas in the aubgrade on undisturbed sal may Mao be filled by increastng the nprap thickness 2. The riprap and gravel fitter must conform to me speared grading limits Shown on the plane 3. Filter dam. when wed, must meet design requirements and be property protected from punchng or testing during ms"llabon repair any damage by removing the nprap and placing another pace of fitter cloth over the damaged area MI connecting joints should overlap a minimum of 1 fl n the damage is extensive, replace the emRe fitter cloth. 4 Ripap may be placed by equipment, but take care to avoid damaging the filter. 5 The minimum thickness of the nprap should be 1.5 times the maximum stone diameter. 6. Ripap may be field atone or rough quarry stone. n Mould be hard, angular, highly weather - resistant and well graded. 7. Construct the apron on zero grade with no overfall at the end make the top of the riprap at the downstream end level with the receiving area or slightly below ft. B. Ensure that the apron is properly aligned with the receiving stream and preferably Straight throughout i% length it a curve Is needed to fit sne conditions, place din me upper section of the apron 9. Immediately after conshucbon, slablue all disturbed areas wits vegetation. MAINTENANCE Inspect nprap outlet structures after heavy rains to see If any erosion around or below the nprap has taken place or 4 pones have been diaiodged. Immediately make all needed repairs to preventfurther damage TEMPORARY DIVERSIONS N.T.S. comwa.e sou Slow 1a Mn Temporary Earthen Diversion Dike Corr AWapM Qty slow to wit f �I Temporary Gravel Diveraon Dike for Vehicle crossing CONSTRUCTION SPECIFICATIONS SETTLING BASIN TEMPORARY CHECK DAM (6.83) a @EBO N.T.S. N.T.S. a,ae�ms-�,".�,e..p,,,e, 1's -w„ SEAL. roP1H •CS € a FLOW i .LLrea r,rc cwr.a I D poi :` `,NCINiE��' R PLAN VIEW rxrwr aa4FX7 CPy"• ,ww,nsn PLAN CROSS SECTION VIEW CONSTRUCTION SPECIFICATIONS. P D Hash y For R- MM Not ld Cria.atlw 1 Place stone to the lines and dmenlOne shown in the plan on a filter fabric fatndaron. X Fnwhb, Appwal. NMI,, Co,teuceon 2. Keep the center pone section at least g inches below -,.I ground level where the dam abut the =net bank, D Atem.•ae a„ a wkr.a k, �nrAan m Min @' a57 Wished Stone 3 Extend stone at least 1.5 R. beyond the ditch banks to keep memow water from undercutting the dam as N rot- enterer on Faced Riprap me channel 4. Set spaong between dams to assure the the elevation at the top of ft. lower dam is me same elev"FIn as me toe Class B Rip Rap. elevation of the upper dam PROJECT. 2' H x 4'L x Width of Baan 5 Protect the channel downstream from the lowest check dam considenng that the water wIl Bow war and around the g Eq,da 3 TYna• ,trim diemFLOW -> I 6 Make sure that the channel each above the most upstream dam is stable 7. Ensure that channel appurtenances, such ae culvert ant -rams below check dame, era trot sublect to damage or S Mat blockage from depiwed stones lit NANCE Impact chede dams and channels for damage after runoff even. Atmopate submergence and dapoeition some the PROFILE check dam and eroson from high flows around the edges of the dam CF, Fact all damage immediately. If agnficant erwion occurs between dams Install a protective nprap liner in that portion of the channel Remove seamen accum Amed behind the dams as needed to prevent damage to vegetation, allow the channel to dram through the atone check dam, and prevent large flows from carrying sediment mar the dam !rid pones to dams as needed to maintain design height and cross section STANDARD CATCH BASIN INLET PROTECTION (N.T.S.) T STANDARD METAL POSTS 2'-0• IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX �i 0 T' way- a 57 WASHED STONE PLACED TO A HEIGHT OF 17 -15' MINIMUM ABOVE TOP OF BOX 1. Remove and dispose of all trees, brush, slumps and other objectionable materiel. CONSTRUCTION - 2 Erasure that the minimum constructed crm -sect on meets all design requirements 1. INN. abnt Tyoats. -mum of 2.01 Mo grourrl at each cons, of cit "sin 3. Ensure that the top of the dke is nth lower at any gam than the design elevabon plus me specm6ed settlement 2. Gnluay R amdwaro ddn or comwrsde ova man wnn 12 rich owargs uma poW to ad gavel in Wa. 4 Provide suf6aent room around diversion to permit machine regretting and cleanout. 3. Use DOT, 57 walled Wm. placed 12 -18- save the catch batik, mm. Flaman .rid ameoth a b an even grade. 5 Vegetate the ndge immediately after coraUuceon, unless dwdl remain in place less man 30 days MAINTENANCE: MAINTENANCE maped me "m er Frier each nen and oak..g,la as needed. • Remove sedmare as mN -q la provde sdsquate storage volume bf Subsequent a.s Inspect temporary diveraloM once a week and after every rainfall Immediately remove seaman from now area and ' viii Ina co^aEuling drainage area Me been ad".1.1y Wioxied. n- NN mrot aM any unetabie mil, and sitar repair tta diversion edge. Carefully inspect outlets and make finely repairs as needed. When the area protected Is ,Nag. or aarea of n property Bring me agur"d area ro proper prsde. Men moon and cwnpsd n Appropheky permanently stabilized, remove the ridge and channel to bland with the natural ground surface and staolee appropriately Wbil¢• all "re useN around the Inlet. For Late Winter and Swing TEMPORARY SEEDING US. as Rate Rye IGrain) 1201ba/ac Annua l Lespedeze 501o""' (Kobe to Piedmont and Coastal Plain, Korean in Mountaa) Omit annual lespedeza when duration of temporary cover k not to extend beyond June. SEEDING DATES Mountains -Above 2500 feat. Fero. 15 - May 15, Below 2500 feet Feb. 1- May 1 Redmont -Jan 1 - May 1 Coastal al 1 - Apr . 15 SOIL AMENDMENTS Follow recommendations of sal tests or apply 2,0001bfacre ground agricultural limestone and 7501Nacre 10.10.10 fertilizer MULCH Apply 4,000 lbl.cre straw. Anchor straw by feeling with asphalt, netting, or ■ much anchoring too. A dsk with blades set nearly straight can be used as a mulch awhonng too. MAINTENANCE Refedl¢e 0 growth is not fully adequate Reseed, referallze and much immedately following erosion or other damage For Summer To" Rate German Millet 40Iba/ac In the Piedmont and Mountain, a smallatemmed Sudangress may be substituted at a rate of 50 Ibacre. SEEDING DATES Mountains -May 15 -Aug. 15 Piedmom -May 1 -Aug. 15 C."%Iplain-Apr . 15 -Aug 15 SOIL AMENDMENTS Follow fecommendebons of soil tests or apply 2,000 Ib/scre ground agricultural limestone and 7501blacrs 10.10-10 fertl¢er. MULCH Apply 4,000 Ib/acre straw. Anchor straw by tacdngwilh asphaft, netting, or a mulch anchoring tool. A disk vem blades am neaM straight can be used as a mulch anchering tool MAINTENANCE Rperblize t growth is hot fully adequate Reseed, rereNlize and much immedately forowng erosion or other damage For Fall S{P�aaass Rate Rve(nmt 1201be/ac SEEDING DATES Mountains -Aug 15. Dec 15 Coastsl Plain and P..- -t -Aug. 15 - Dec. 30 SOIL AMENDMENTS Follow soil teals or apply 2.000lbacre ground agricultural limestone and 1,000 Ibi 10.10.10 ferelurer MULCH Apply 4.0001Nacre straw. Anchor straw by tacking with asphalt, nel0ng, or a much anchoring tool A disk with lodes sat nearly straight can be used as a mulch anchoring tool. MAINTENANCE Repair and wbkze damaged areas Immedaley Topdress with 50 lbacre of nitrogen In March if 4 is necessary to extent temporary cmef beyond June 15, oveaeed with So lb/Scre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in Fete February or early March INLET OTECTION t.s. Temporary Sediment Pad Wre Screen Concrete Block Dewi ing J - W >I O O 1- Min 5• 16' 2' Ma. / / O r- n Sediment Mng Drop Inlet U Grate Z � Z Temporary Sediment Pod O E O rWNre Screen ope, Grave l Finer f Un - / (optional) LL 0 76 fC ryN y 1 7 Max. ` Q W C Y O tn Z Stone �WroP Inlet 4 C !Grate Fine gravel face ,^ vJ J d (1' Min. thickrreu) CONSTRUCTION. 1 lay one bock on each hide of me gructure on es Side In the asom row be .Flow pool drainage The foundation Saud be ay.Wd I cur 2Ind- below the creSt of this Wrm men. Pko to dram of bbdic against the edge of to storm eon for Moral Support and to avml we -when marrow oocua. If traded, give Meal Support to subsegwM rows by placing 2. 4 wood Studs, nvougn block openings CLIENT! PREPARED FOR 2. Carefully M hpdwua doe, or umpanble wnr• mash wlm 112 mil, open.,. over all bbU gpemmgs So ad gravel in plan 3. Ur ckan gavel. N4 to 112 Inch 0 damelar, placed 2Inclas "low fa top of the Nock on a 2.1 Nbw or Better and Smooth JOSEPH ANDERSON N ban Sven grade. DOT, 57 wa had gone is recommerWd. 2615 Sparding Piece 4. 11 1, goo and gravel as wed, keep me Mope toward the meet a Wawa Then 3' 1. Leave • minimum 1 -n wide keel V14npDn Salem, NC 27103 WM area "keen the Structure and around the Intel to prevent gravel from entering mM On IN Mow -to the ,Met. Phone 335 414 7958 w Nos 3 that In d ameler or larger On the abate away From ere nk1 ua t a -&l Mch gavel (NCDOT 057 waged Nos) at • minimum thickness of t R Email jenderson@andemonpaltpa can MAINTENANCE • Remove "nkm aRer each min and "aka adequate as ae0e0 • Remove contsb asnaueage to. has been adeq Wnpevolume For obsequanta.c When IN conintse of ip,oage ere, not peen aeepwlay gaNked. ,move all moon ,no any M Wbk oil, sect either aslvapa or depose of it properly. Briny the tllgumad arcs to p,owr grade. plan moeth end compact It Appropriately N NbONbe all "rot ..... round the iNet. 1 W E S PERMANENT SEEDING SPECIFICATIONS N.T.S. 1. Ground stablization shall occur within 7 days on perimeter areas and slopes greater than 31 Ground atablization shall occur with 14 day. on all other areas. 2 Rip me area to be seeded to a minimum depth of 4E Inches 3 Remme all loose rock, riots, etc leaving surface smooth and uniform 4. Apply seed, agricultural lime, fertilizer, and superphuphrre urpwmly end mix with topsoil Application rates below^ 5. Seed on a freshly prepared seedbed and cover the seed lightly with seeding equipment or "Cuhpadk after among 6. Mulch immediately after seeding and anchor mulch Acchcetion Rates Aoorr�j corral Limestone - 2 Ton6/Acre Ferbluer - 10'.10.10 M 600 -1000 LbMACre SuPer h Phale - 500 Lbe /Acre of 20% Anetym Superphosphate Mulch - 1.5 Tons Small Grain Straw/Acre (Approximately 60 Bales) Anchor- Cnmp Straw into soll with Machine or tack with liqud Asphalt at 400 Gallons/Acre or Emulsified Asphalt at 300 Gallons/Acre Plants %Mixture PlarlbRq Ratee/Acre Planting Dees Tall Feuue 60.150 LWAcre Aug 15 thru Oct. 15 Tall Fescue 100 LNIAcre Feb 15 thru May Tall Fescue 50 Lb./Aare Feb. 15 thru Apr 30 Scar. Tall Fescue 60 Lb./Acre July thru August Tan Fescue & 70 Lbs/Acre Nm 1 thru Jan Rye (Grain) 25 Los/Acre Common Bermuda Grass 8-12 LIxi (Hulled) Apr 15 thru June 30 15-20 I.bsnAae (Unhulled) Feb. 1 thru March I EROSION CONTROL PLAN APPROVED 0nda Psm,. ReRUk.tl Poi:,, To I.S. OFFAxi try laCOrd- NA063(2011) DATE' 05 14211115 DRAWN BY TBC /PE IATC JUB NO.: 09-11107 REVISIONS' 04.1015 RavMd,aa 06.10.13 Adln Fiat r +roktlbn . win am 5tr,v SCALE', 1 ".20' Ip 4 4 to 29 w rrar i SHEET TITLE: EROSION CONTROL DETAILS 5, Beeson & Carter, PA. SHEET NO C -3 -1