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Home My WebLink About20131209 Ver 1_401 Application_20131113e 0Gavel & Dorn Engineering, PLLC 6730 Freedom Dnve, Charlotte, NC 28214, 704 -483 -2054 November 12, 2013 20131209 NC DW% WBSCP Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 Re: Peters Creek Outfall Rehabilitation PCN To whom it may concern: On behalf of the City of Winston - Salem, Gavel & Dorn Engineering, PLLC (G &D) is pleased to submit the following documents for your review. 1. (5) copies of the PCN Application 2. (2) full size copies of construction plans;A r 3. (3) 11x17 copies of the construction plans; 4. (1) check in the amount of $240.00. �' � If after reviewing the documents you need any additional information to complete your review, please feel free to contact me via email at mavo @eaveldorn.com or by phone at 704- 724 -5047. Sincerely, GAVEL & DORN ENGINEERING, PLLC Sean Mayo, P.E. Project Manager C: Jason Dorn, Ph.D., P.E. Project Files �ot WATF9 o� h � a < 20131208 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑ Section 404 Permit "' ' ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number. 12 or General Permit (GP) number. 1c. Has the NWP or GP number been verified by the Corps? ® Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval Is not required? For the record only for DWQ 401 Certification: ® Yes ❑ No For the record only for Corps Permit: ® Yes ❑ No It 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 In4lou fee program. ❑ Yes ® No 1 g. Is the project located in any of NC's twenty coastal counties. 9 yes, answer 1 h below. ❑Yes ®No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project Peters Creek Outfall Rehabilitation 2b. County: Forsyth 2c. Nearest municipality / town: Winston -Salem 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Inbmration 3a. Name(s) on Recorded Deed: City of Winston -Salem 3b. Deed Book and Page No. 3c. Responsible Party (for LLC If applicable): Ron Hargrove IML'ov@ 3d. Street address: 101 N. Main Street, Suite 357 3e. City, state, zip: Winston-salem, NC 27101 - - - — - _ _ 3f. Telephone no.: 336 -747 -7312 D wwfi.; R__ _ GVq Y 3g. Fax no.: '? 3& 2 7. 3h. Email address: ronh@cftyofws.org Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: S. Agent/Consultant Infamudlon (K applicable) 59. Name: Jason Dom, PE, PhD 5b. Business name (if applicable): Gavel & Dom Engineering, PLLC Sc. Street address: 6730 Freedom Drive 5d. City, state, zip: Charlotte, NC 28214 5e. Telephone no.: 704919 -1900 5f. Fax no.: 704483-0207 5g. Email address: jason@gaveldom.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): WA (City owned) 1b. Site coordinates (in decimal degrees): I Latitude: 36.08747 Longitude: - 80.2596 1c. Property size: 0.05 acres 2. Surface waters 2a. Name of nearest body of water to proposed project: Peters Creek 2b. Water Quality Classification of nearest receiving water. C 2c. Mver basin: Yadkin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Peters Creek is an existing urbanized creek located in Winston Salem. The creek is located In an existing undeveloped City of WinstonSalem right of way. The creek is a sandy bottom creek with some exposed rock outcroppings. The creek Is typical of an heavily urbanized creel with that Is experiencing significant erosion. There is also kudzu growth, debris etc within the creek. 3b. List the total estimated acreage of all existing wetlands on the property: 0.05 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 20 3d. Main the purpose of the proposed project To construct an 1 &Inch aerial sanitary sewer crossing on new steel pMng piers. Also abandon existing &inch aerial sewer and 14 -Inch siphon. 3e. Describe the overall project in detail, including the type of equipment to be used: The steel piers for the project will be constructed with driven steel pilings. The new 184nch pipe will be set on top of the piers using heavy equipment 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ro ect (including all r phases) In the [] Yes ® No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of detemtination was made? Preliminary Final 4c. if yes, who delineated the jurisdictional areas? Name (if known): Agency /Consultant Company. I Other. 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown 5b. if yes, explain In detail according to °help flW Instructions. 6. Future Project Plarks 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ® Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWO (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - VV3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one { Choose one Yes/No - Wg - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary m 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g• Impact length (linear fee) S1 T Minor creek disturbance Peters Creek PER Corps 40 10 S2 - Choose one - - S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - Sg - Choose one - - 3h. Total stream and tributary Impacts 10 3i. Comments: -Naar Str eam_ impactsJor _oonstnwhocLotaenal_sanda y -sewer crossing. No heavy equipment will_cross streamAed.-Eoat track -cmIy orltidpAted 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 indM ually list all open water impacts below. 4a. Open water Impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 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, the complete the chart below. 5a. Pond ID number 5b. Proposed use or pine of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (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): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require miti on then you MUST fill out Section D of this form. 6a. Project Is in which protected basin? ❑ Nauss ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other. 6b. Buffer Impact number — Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 Impact (square feet ) 6g. Zone 2 impact (square feet B1 - ---Yes/No B2 - Yes/No B3 - Yes(No B4 - Yes/No B5 - YeslNo B6 - Yes/No 6h. Total Buffer Impacts: 61. Comments: Page 5of10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Steel pilings and piers for aerial sanitary sewer crossing have been located outside of normal edge of creek. Piers have been located as far up the embankment as possible. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction will be completed from above the creek and will not require any creek disturbance by heavy equipment. Access easements have been obtained to allow for construction equipment to reach both sides of the creek without crossing the creek. 2. Compensatory Mitt ion for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. if yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in4leu fee program ❑ Permittee Responsible Mitigation 3. Complete If Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quay: Quantity: Quantity: 3c. Comments: 4. Complete If Making a Payment to In -Ileu 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 - riparian wetland mitigation requested: aloes 4g. Coastal Ltidal) wetland mitigation requested: acres_ 4h. Comments: 5. Complete If Using a Permlttse Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation Is proposed (e.g., payment to private mitigation bank, pennittee responsible riparian buffer restoration, payment into an approved in4leu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ❑ Yes ® No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0 q6 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No stormwater aspect of plan. Project is to replace and repair existing sanitary sewer system only. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? WA 3. Certified Local Government Stormwater Review 3a. In which local ovemmenrs Jurisdiction Is this ro ect? 3b. Which of the following locally- implemented stormwater management programs apply (check all that apply): ❑ Phase 11 ❑ NSW USMP 8 Water Supply Watershed ❑ Other. 3c. Has the approved Stormwater Management Plan with proof of approval been Oyes ❑ No 4. DWQ Stormweter Program Review 4a. Which of the following state - implemented stormwater management programs apply (check all that apply): ❑Coastal counties ❑HQW ORW HSesslon Law 2006 -246 ❑0ther 4b. Has the approved Stormwater Management Plan with proof of approval been wMwn�.wJ/f ❑ Yes ❑ No 55.. D'OWO 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan most the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federaUstateAocal) funds or the Byes ❑ No use of public (federal/state) land? 1b. If you answered 'yes' to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State []Yes ®No (North Carolina) Environmental Policy Act (NEPAISEPA)? 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 ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after- the-fact permit application? []Yes ® No 2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered 'yet* 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. Project is to cortsbuct an 184nch aerial sanitary sewer crossing. The crossing wig repaldreplace part of an exkftg sewer system and will not Increase capacity of the system In any way. The crossing will allow for removal of a 14 -Inch buried siphon crossing and 8-inch aerial crossing of the stream that are maintenance Issues. 4. Sewage Disposal (DWQ Requirement) 4a. Cleary detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project or available capacit y of the subject facility. No add al wastewat" be n _ _ e$� re� of the-Proism Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked,with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical USFWS NC Endangered and Threatened species, NC Natural Heritage, $ NC Wildlife Resources Commission webpages 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? South Atlantic Habitat and Ecosystem online mapping application 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ® Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC State Historic Preservation OMos online mapping application. Crossing is in between Ardmore Historic District and W. Fourth St Historic District but will not affect existing buildings in any way. S. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? TO Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: No building structures are proposed in the FEMA floodplain. Noise study has been completed showing that proposed construction will not cause a rise in the existing flood elevations. 8c. What source(s) did you use to make the floodplain determination? FEMA Maps obtained through NC Floodplain Mapping Program. Rzin Hdtrarow- i Agents Signature 44113 Applicant/Agent's Printed Name Data ( s ai Is valid only If an authorization letter from a applicarit Is provided.) Page 10 of 10 I (TYPE B W/TYPE 3 RING & COVER & VENT) 776 RIM-767.00' INV IN (30 ")= 758.01' 776 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 GRAFTON STREEET EX. PROP. AMMON LINE (TYP. EXISTING R/W EXISTING �• ::. FRAME DWELLING FRAME DWELLING t (PER GIS) (PER GIS) �\ PROP. SMH41122 20' TOP RIM= 768.24' TCE �''� / j INV IN= 760.51' 1 I �! l V =FULL OF DEBRIS' Jrl ' z TREE TO REMAIN. PROTECT FROM TRUCK TRAFFI a 1 I �REMO &; VJ k RESET`r FE CEE o TOP RIM =, X y 1 z CL INV =760 r o� i o u X + EX. 10' PRESCRIPTIVE EASEMENT PROP. 20' SAN SWR EASEMENT PROP. 30' TCE (TYP.) �� \ YXISTING CREEK BANK TO BE REPAIRED PER CHAEL STABILIZATION DETAIL THIS SHEET en (.TYP.)I ExPC5�0 SAN SEVMkIR TO BE PRA / MH W.` 1. 4 . 0 IN V= 768.83' SMH41123 TOP RIM= 768.20' CL INV= 760.50' `EXISTING FRAME DWELLING C !, mD _ z Z a 18„ � z AhAPLE / � INV= 764.43' 15 "CMP X 00 776 INV 0 . I "' 1 A. 0+93.91 a 0 O 00 N 0 772 b MH #8 (TYPE B W/TYPE 3 RING COVER) C O x � GV � IM =767.0 10 R FLOC • �A W O co 771.5 W n• 00 EL. VENT EL.= 773,5 W) x 14V IN (8" =759.90 • 0� c` v O O o^ • tn o ox3o� 2 CO j 0 Q p I 4NV 0 UT =7 8.98 768 + ° m .. • f- z o O 772 W m O 'on 772 0 w LEGEND POP. MH 9 (TYPE' W/TYPE 3 RING COVER) N 771.5 rir EL.= PROPOSED SANITARY SEWER CL RI =767.0 EASEMENT ® EASEMENT SSE PROPOSED SANITARY SEWER 764 (� I IN (1 8w = 760.07' I) w 1 CIPP CIPP CURED IN PLACE PIPE (CIPP) . 8" EXISTING SANITARY SEWER MANHOLE OPEN CUT I cs = 10 EX. 11.00 P SSMH 4114 1122 SWR o - ��i - �� EXISTING WATER LINE DI EXISTING STORM DROP INLET 768 I" LL - SS - ss -- EXISTING SANITARY SEWER O CT EXISTING SAN. SEWER CLEAN OUT - RI = 768.24' ,(SEALED) 760 GAS GAS LINE - 768 Ll. -- oe - oe OVERHEAD ELECTRIC ®�' EXISTING WATER METER 112 LF00.69� SAN EX• 8 SWR n LP LIGHTPOLE PROP. 18" LL (, j� - -- ue - ue -- UNDERGROUND ELECTRIC J LL] n, n I M OUT =76C! 41' Z �. 756 .1 �- - 752 t0 M M tQ u) ^ N ui c 0, .� 0► 01 v ^' t0 OD M t0 - r n n^ n r n IST. ui \ ` " R E {ST. 764G 3RADE 764 ,�1 1 1 EX. 18" EC 18" 1 LI Dill TO REWUN DP 760 127 1 fl - - - <i - - - - - - - 760 X. 30 VCP 0 PROP. 18" VCPISAN SWR 0.25 15 0 2.27 EX. 30 40' PILE CAP & NIPROP 18" VCP'ISAN SWR 0 756 VC l 5' 1 ! C PER E DETAIL 0 3.85X1 ( 756 1 1 (TYP ) ALL PIPE TO B t EX. M*�HOLE TO REMAIN DI L CLASS 5 11 G 1 DIE! RESTRAINED JOIN EX. 14 ' FILL MA', THOLE W ONCRETE TO PIPE BY GRIFFI DIP TO BE ELEV OF' NEW INVERT HEIGHT. 752 OR E U 15' MIN ABANDONED FORM NEW INVERT PER TYP 752 IN PLACE H -PILE PER 748 ,I 748 18 iNCH SANITARY SEINER PROFILE SC ALE: ORIZON AL 1 "= 40' VERTICA 1 " =4' 744 744 T ui 0� 'i U) � amC o OD Q% co t i 0 CU OD 0s V5 ^ 0, i vv LO � o N v � � � Lc n r L: r, N ko r` 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 GRAFTON STREEET EX. PROP. AMMON LINE (TYP. EXISTING R/W EXISTING �• ::. FRAME DWELLING FRAME DWELLING t (PER GIS) (PER GIS) �\ PROP. SMH41122 20' TOP RIM= 768.24' TCE �''� / j INV IN= 760.51' 1 I �! l V =FULL OF DEBRIS' Jrl ' z TREE TO REMAIN. PROTECT FROM TRUCK TRAFFI a 1 I �REMO &; VJ k RESET`r FE CEE o TOP RIM =, X y 1 z CL INV =760 r o� i o u X + EX. 10' PRESCRIPTIVE EASEMENT PROP. 20' SAN SWR EASEMENT PROP. 30' TCE (TYP.) �� \ YXISTING CREEK BANK TO BE REPAIRED PER CHAEL STABILIZATION DETAIL THIS SHEET en (.TYP.)I ExPC5�0 SAN SEVMkIR TO BE PRA / MH W.` 1. 4 . 0 IN V= 768.83' SMH41123 TOP RIM= 768.20' CL INV= 760.50' `EXISTING FRAME DWELLING C !, mD _ z Z a 18„ � z AhAPLE / � INV= 764.43' 15 "CMP X 00 776 0 +00 0 +50 1 +00 1 +50 2 +C 8 INCH SANITARY SEWER PROFILE SCALE: HORIZONTAL 1"= 40' VERTICAL 1"=4' - EX. 15' ALLEY y TOP RI TOP RIM= 774.55' - tNV OUT= 760.97' \ I EXISTING FRAME DWELLING \y -� EX. 10 PRESCRIPTIVE EASEMENT PROP. 20' SAN SWR EASEMENT PROP. 30' TCE TYP.) 5 / BOTTOM OF BANK / / (TYP.) / M �L I NEP OF GRECyC , �� , y % \0 P. / �J PRO/ /cam/ CONTROL POINT #5 J CAP & REBAR GROUND COORDINATES N:853,323.9364 US FT 4 "SIPHON TOP F fA =769,0 E.-11627,766.3354 US FT �� I TOP :1I 25 EL: 779.73' (NAVD 88) (PER ANS) Ity -DEAD �' TOP ?IM= 781.77' L CL , V= 758.39' - EXISTING 14" SIPHON TCE TO BE ACCESSED \ �t TO BE SEE NOTES THIS (50' PUBLIC R /W) QOM TAYLOR ST. R/W 18"vcP 8,. SHEET SMH42878 CLEAR R/W AS ROP. ' pop NECESSARY \SS TOP RIM= 776.34' H #7 3 os, i. -� INV OUT= 769.14' UNDISTURBED STREAMBANK 0 a 0 O 00 N 0 772 b Z O C O x � GV � ,.? 5-p 10 R FLOC • �A W O co 771.5 W n• 00 EL. � W) x • 0� c` v O O o^ • tn o ox3o� 2 CO j 0 Q p II ti it 768 + ° m .. • f- z o O W m O 0 w LEGEND W am it rir TEMPORARY CONSTRUCTION PROPOSED SANITARY SEWER CL EASEMENT ® EASEMENT SSE PROPOSED SANITARY SEWER 764 (� EASEMENT w CIPP CIPP CURED IN PLACE PIPE (CIPP) . 8" EXISTING SANITARY SEWER MANHOLE OPEN CUT I cs EXISTING STORM CATCH BASIN SAN SWR o - ��i - �� EXISTING WATER LINE DI EXISTING STORM DROP INLET - I" LL - SS - ss -- EXISTING SANITARY SEWER O CT EXISTING SAN. SEWER CLEAN OUT - 760 GAS GAS LINE - Ll. -- oe - oe OVERHEAD ELECTRIC ®�' EXISTING WATER METER 112 LF00.69� SAN EX• 8 SWR UNDERGROUND TELEPHONE LP LIGHTPOLE PROP. 18" LL (, j� - -- ue - ue -- UNDERGROUND ELECTRIC J LL] 65o EXISTING CONTOUR FIRE HYDRANT m Z �. 756 752 t0 M M tQ u) ^ N ui c 0, .� 0► 01 v ^' t0 OD M t0 N to r n n^ n r n ui u; 0 +00 0 +50 1 +00 1 +50 2 +C 8 INCH SANITARY SEWER PROFILE SCALE: HORIZONTAL 1"= 40' VERTICAL 1"=4' - EX. 15' ALLEY y TOP RI TOP RIM= 774.55' - tNV OUT= 760.97' \ I EXISTING FRAME DWELLING \y -� EX. 10 PRESCRIPTIVE EASEMENT PROP. 20' SAN SWR EASEMENT PROP. 30' TCE TYP.) 5 / BOTTOM OF BANK / / (TYP.) / M �L I NEP OF GRECyC , �� , y % \0 P. / �J PRO/ /cam/ CONTROL POINT #5 J CAP & REBAR GROUND COORDINATES N:853,323.9364 US FT 4 "SIPHON TOP F fA =769,0 E.-11627,766.3354 US FT �� I TOP :1I 25 EL: 779.73' (NAVD 88) (PER ANS) Ity -DEAD �' TOP ?IM= 781.77' L CL , V= 758.39' - EXISTING 14" SIPHON TCE TO BE ACCESSED \ �t TO BE SEE NOTES THIS (50' PUBLIC R /W) QOM TAYLOR ST. R/W 18"vcP 8,. SHEET SMH42878 CLEAR R/W AS ROP. ' pop NECESSARY \SS TOP RIM= 776.34' H #7 3 os, i. -� INV OUT= 769.14' UNDISTURBED STREAMBANK EXISTING STREAM BOTTOM DO NOT DISTURB RIP RAP TO TO TOP OF BANK EXISTING STREAM BOTTOM EXISTING STREAM BANK NORTH AMERICAN GREEN C350 EROSION CONTROL LINER (OR APPROVED EQUAL) ON ALL DISTURBED .AREAS ABOVE TOP OF BANK. SEED DISTURBED AREAS PER CITY Cu= WINSTON SALEM DPW ENGINEERING SPECIFICATIONS. LLAYER OF FILTER FABRIC MIRAFI 70OX OR EQUAL CLASS B RIP RAP MIN. 18" DEPTH EXCAVATE AS NEEDED TO RECESS RIP RAP INTO BANK CHANNEL STABILIZATION DETAIL NTS DEMOLIS D. SEE / " PpSE , S 5 t�E� �as� j X r sMH41125A (3) EXISTING MANHOLES TO BE NOTES THIS EET �/ . goon ' #4 7. ' c p J� TOP RIM = 772.82' AB4 DONED IN PLACE. GROUT PLUG ALL INV IN 8 "= 762.02' INCOIAING PIPES. FILL MANHOLE 'IMTH aK J_s CL INV= 758,14' #57 STONE. REMOVE MANHOLE TAP MIN. Rocy�'�` SM 41121 2' BELOW GRADE AND BACKFILL. I P �0 � "a? r TO RIM= 768.33' / Q F0� 000:�. `+ / 5 ` ,`� z CL INV= 760.13' ° SMH41126 / ED�y�I� 7 .mac- c� J`; K ' z TOP RIM= 7e 8.24' / PRO ` IN 758I0 s' 9.10' CL PLE � INV= 758I EXISTING 14" SIPHON ABANDONMENT NOTES: EXISTING 8" AERIAL ABANDONMENT NOTES: I I m I CL 30`� P- " ° m I 1. ABANDON MAIN IN PLACE. PLUG MAIN AT 1. EXISTING AERIAL CROSSING TO BE ABANDONED �YPLE� TOP RIM= 768.33' Ooh Iz MANHOLE WITH MIN. 2 GROUT. IN PLACE AND DEMOLISHED AS NOTED BELOW. �' INV IN =FULL OF DEBTS ftE = 14API E I INV OUT= 760.28' 2. FILL UPSTREAM SIPHON MANHOLE WITH 2. ALL VISIBLE PIPING SHALL BE DEMOLISHED AND p� CHERRY CONTROL POINT #4 CONCRETE TO NEW INVERT ELEVATION. SHAPE NEW HAULED OFF SITE FOR DISPOSAL. DEMOLITION OF / 22y; ° CAP &REBAR ! INVERT PER TYPICAL MANHOLE DETAIL. PIPE SHALL EXTEND MIN. 5' INTO CREEK BANK. GROUND COORDINATES EXISTING 30 " SAN EWER TO BE LINED 22" WAPL = N:853,085.9949 US FT VIA CIPP. SEE CIPF SHEETS FOR ', 3. ALL OTHER MANHOLES TO BE ABANDONED 3. ALL OPEN ENDS OF PIPE TO BE ABANDONED IN APLE SMH41120 E 1,627,866.8919 US FT ' (NAVD 88) DETAILS (TYP.) SHALL HAVE ANY INCOMING PIPES PLUGGED WITH PLACE SHALL BE PLUGGED WITH GROUT. L DRIVE TOP RIM= 767.06' EL:765.08 GROUT. FILL MANHOLE WITH CRUSHED STONE. � INV 1N 8 "= 760.48' 4. 8" MAIN SHALLED BE PLUGGED WITH GROUT AT 4 \ SMH41119 CL INV= 757.76' REMOVE TOP OF MANHOLE TO MIN. 2' BELOW DOWNSTREAM MANHOLE. DOWNSTREAM MANHOLE TO y > � �� TOP RIM = 767.35' GRADE. REMAIN IN SERVICE. 40 CL INV= 757.60' / IR� I I I I I 3. BACKFILL TO EXISTING GRADE WITH SOIL. n u GRAPHIC SCALE J Apprvd. ,1 k, Date: 10 -31 -13 is 10V h IN FEET 1 nch = 40 ft. FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION Chkd: JD Drwn: SM Scale: 111=40' Project Number: Sheet: PP-3 a 0 O 00 N b Z O C O � GV � • �A W A 00 Z I. A 0� c` v � o a w O m 0 w LEGEND W - TCE TCE TEMPORARY CONSTRUCTION PROPOSED SANITARY SEWER CL EASEMENT ® EASEMENT SSE PROPOSED SANITARY SEWER (� EASEMENT w CIPP CIPP CURED IN PLACE PIPE (CIPP) L?�'H EXISTING SANITARY SEWER MANHOLE OPEN CUT I cs EXISTING STORM CATCH BASIN - ��i - �� EXISTING WATER LINE DI EXISTING STORM DROP INLET - I" LL - SS - ss -- EXISTING SANITARY SEWER O CT EXISTING SAN. SEWER CLEAN OUT _ z GAS GAS LINE Ll. -- oe - oe OVERHEAD ELECTRIC ®�' EXISTING WATER METER C -- U' -- u t UNDERGROUND TELEPHONE LP LIGHTPOLE ,� LL (, j� - -- ue - ue -- UNDERGROUND ELECTRIC J LL] 65o EXISTING CONTOUR FIRE HYDRANT m Z �. er EXISTING STREAM BOTTOM DO NOT DISTURB RIP RAP TO TO TOP OF BANK EXISTING STREAM BOTTOM EXISTING STREAM BANK NORTH AMERICAN GREEN C350 EROSION CONTROL LINER (OR APPROVED EQUAL) ON ALL DISTURBED .AREAS ABOVE TOP OF BANK. SEED DISTURBED AREAS PER CITY Cu= WINSTON SALEM DPW ENGINEERING SPECIFICATIONS. LLAYER OF FILTER FABRIC MIRAFI 70OX OR EQUAL CLASS B RIP RAP MIN. 18" DEPTH EXCAVATE AS NEEDED TO RECESS RIP RAP INTO BANK CHANNEL STABILIZATION DETAIL NTS DEMOLIS D. SEE / " PpSE , S 5 t�E� �as� j X r sMH41125A (3) EXISTING MANHOLES TO BE NOTES THIS EET �/ . goon ' #4 7. ' c p J� TOP RIM = 772.82' AB4 DONED IN PLACE. GROUT PLUG ALL INV IN 8 "= 762.02' INCOIAING PIPES. FILL MANHOLE 'IMTH aK J_s CL INV= 758,14' #57 STONE. REMOVE MANHOLE TAP MIN. Rocy�'�` SM 41121 2' BELOW GRADE AND BACKFILL. I P �0 � "a? r TO RIM= 768.33' / Q F0� 000:�. `+ / 5 ` ,`� z CL INV= 760.13' ° SMH41126 / ED�y�I� 7 .mac- c� J`; K ' z TOP RIM= 7e 8.24' / PRO ` IN 758I0 s' 9.10' CL PLE � INV= 758I EXISTING 14" SIPHON ABANDONMENT NOTES: EXISTING 8" AERIAL ABANDONMENT NOTES: I I m I CL 30`� P- " ° m I 1. ABANDON MAIN IN PLACE. PLUG MAIN AT 1. EXISTING AERIAL CROSSING TO BE ABANDONED �YPLE� TOP RIM= 768.33' Ooh Iz MANHOLE WITH MIN. 2 GROUT. IN PLACE AND DEMOLISHED AS NOTED BELOW. �' INV IN =FULL OF DEBTS ftE = 14API E I INV OUT= 760.28' 2. FILL UPSTREAM SIPHON MANHOLE WITH 2. ALL VISIBLE PIPING SHALL BE DEMOLISHED AND p� CHERRY CONTROL POINT #4 CONCRETE TO NEW INVERT ELEVATION. SHAPE NEW HAULED OFF SITE FOR DISPOSAL. DEMOLITION OF / 22y; ° CAP &REBAR ! INVERT PER TYPICAL MANHOLE DETAIL. PIPE SHALL EXTEND MIN. 5' INTO CREEK BANK. GROUND COORDINATES EXISTING 30 " SAN EWER TO BE LINED 22" WAPL = N:853,085.9949 US FT VIA CIPP. SEE CIPF SHEETS FOR ', 3. ALL OTHER MANHOLES TO BE ABANDONED 3. ALL OPEN ENDS OF PIPE TO BE ABANDONED IN APLE SMH41120 E 1,627,866.8919 US FT ' (NAVD 88) DETAILS (TYP.) SHALL HAVE ANY INCOMING PIPES PLUGGED WITH PLACE SHALL BE PLUGGED WITH GROUT. L DRIVE TOP RIM= 767.06' EL:765.08 GROUT. FILL MANHOLE WITH CRUSHED STONE. � INV 1N 8 "= 760.48' 4. 8" MAIN SHALLED BE PLUGGED WITH GROUT AT 4 \ SMH41119 CL INV= 757.76' REMOVE TOP OF MANHOLE TO MIN. 2' BELOW DOWNSTREAM MANHOLE. DOWNSTREAM MANHOLE TO y > � �� TOP RIM = 767.35' GRADE. REMAIN IN SERVICE. 40 CL INV= 757.60' / IR� I I I I I 3. BACKFILL TO EXISTING GRADE WITH SOIL. n u GRAPHIC SCALE J Apprvd. ,1 k, Date: 10 -31 -13 is 10V h IN FEET 1 nch = 40 ft. FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION Chkd: JD Drwn: SM Scale: 111=40' Project Number: Sheet: PP-3 #3 STIR #3 STIR BELOW (BEYONI HP12x5; STEEL F NOTES: 2-1/4"x3" GALV STRAPS WITH 1/4"x2 1/2" NEOPRENE FAD ADHERED TO STRAP 1/4 "x6" NEOPRENE PAD ADHERED TO SADDLE 3/4 "0 GALV ANCHOR BOLTS ASTM A307 OR A36 - -` 0 I X53 PILE 1. PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED UPON THE FOLLOWING PARAMETERS: MINIMUM CAPACITY OF HP12x53 PILE = 20 TONS CONCRETE COMPRESSIVE STRENGTH = 4000 PSI GRADE 60 REINFORCING STEEL MAXIMUM STREAM VELOCITY = 10 =T /SEC IF FIELD CONDITIONS REQUIRE ANY DEVIA'TION FROM 2. THESE PARAMETERS, FOUNDATION DESIGh� SHALL BE REVIEWED BY THE ENGINEER. LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 20 TON CAPACITY BY EITHER END BEARING, FRICTION OR A COMBINATION G= END BEARING AND FRICTION. AS A MINIMUM, :)ILES SHALL BE DRIVEN AT LEAST 15 FEET INTO UNDISTURBED SOIL, BENEATH THE LEVEL OF THE CREEK BED. „ ms SNUG FIT #3 STIRRUPS @6 ", TYP 4 — #4, TYP 4—#4 4— #7 #3 CIRCULAR HOOPS, TYP PROA r taa. 2013 -0040 FIGURE 5 Gavel &Dorn Engineering, PLLC FIGURE 5 PILE CAP DETAIL 6730 Freedom Drive SCAM; WINSTON-SALEM I FORSYTH COUNTY PUBLIC UTILITIES Charlotte, NC 28214 N/A PETERS CREEK SANITARY SEWER 704 -483 -2054 DATE: 09 -16 -2013 REHABILITATION PROJECT License No. P -0601 NOTES 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 2. FILTER TYPES, SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR (OPTION A ) TO INSTALLATION. 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT m p�/� SfY THE DIRECTIG N OF THE ENGINEER. 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT 3E MORE THAN HALF FULL AT ANY TIME). HOOD GRATE -- �** 1" REBAR FOR REMOVAL FROM FILTER I I�111,�I�i CATCH BASIN DEFLECTOR )UTLET I N STALLATI 0 N SECTION SEDIMENT INLET PROTECTION DEVICE DETAIL NTS FINAL DRAWING -- NOT RELEASED FOR CONSTRUCTION ilk '018, it i' i r r 1 i i I U t` o a 00 U z O LO o a c°v w W p 0z o � a I �I �I Apprvd. PAVEwEkT REPAER DETAIL NCDFT /DiV 9/01ST2 Date: ILL & PATCH METHOD 10 -31 -13 (OPTION A ) PAVEMENT TO BE SAW Drwn: CUT PERPENDICULAR m p�/� SfY Scale: CENTER TO SURFACE. FACE TO BE NTS OF PATCH MEAT, CLEAN & STRAIGHT. TACK PRIOR TO PATCH. I EXTENT OF THE MILL JANO ASPHALT INLAY TO BE OETERMINEOBY THE ENIIINEER � ..••`�� I _ MILL 2® & REPLACE WITH 2' SF9.5A 1/2® 119.013 ' EXISTING PAVEMENT 4 1/2' 119.OB ;STRUCTURE I I THIS IS THE MINIMUM / PAVEMENT STRUCTURE Z I TO BE USED UNLESS / OTHERWISE DIRECTED I BY THE ENGINEER M / I f. FLOWABLE FILL (CONCRETE) NO SUBSTITUTION OR DEVIATION FROM THIS OR AS APPROVED BY ENGINEER f STANDARD WILL BE /J (TRAFFIC BEARING ROAD PLATE ALLOWED WITHOUT PRIOR OR STEEL PLATE CAN BE USED APPROVAL BY THE ENGINEER. FOR 24 HOURS DURING CURING i OF CONCRETE) / f � f f i MIN PROPOSED MIN s' UTILITY I' 'PLANIVIEW* y MILL MILL o / OQ O �gg� OHO -- — -- - - - -- LANE STONE STABILIZATION I ACTUAL PATCH AREA LANE I UNDISTURBED SIDIL/ •PR4IILE VIEW NOTES IF ENGINEER APPROVED. THEN THE BACKFILL (AGGREGATE BASE COURSE _ OR SUITABLE SUBGRADE) SHALL BE MADE IN 6' LAYERS AND SHALL BE COMPACTED TO AT LEAST 95% OF STANDARD OENSITY (AASHTO METHOD T -99). EACH LAYER J D € STR€CT ENGIN E� MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH THE MOST CURRENT N.C.D.O.T. STANDARD SPECIFICATIONS. BASE COURSE DENSITY EFFECTIVE B-18-03 SHALL BE 100 %. REVISED 11-09-04 BY PSG repairdetailZdgn 5/28/2009 11:28:12 AM FINAL DRAWING -- NOT RELEASED FOR CONSTRUCTION ilk '018, it i' i r r 1 i i I U t` o a 00 U z O LO o a c°v w W p 0z o � a I �I �I Apprvd. Date: 10 -31 -13 Chkd: JLD Drwn: m p�/� SfY Scale: NTS Project Number: Sheet: D