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HomeMy WebLinkAbout20200818 Ver 1_401 Application_20200619DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form April 11, 2020 Ver 3.1 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes r No Change only if needed. BIMS # Assigned * Version#* 20200818 1 Is a payment required for this project?* r No payment required What amout is owed?* r Fee received r $240.00 r Fee needed - send electronic notification r $570.00 Reviewing Office * Select Project Reviewer* Raleigh Regional Office - (919) 791-4200 Stephanie Goss:eads\szgoss Information for Initial Review 1a. Name of project: Youngsville Public Utility Building 1a. Who is the Primary Contact?* Deborah Shirley 1b. Primary Contact Email:* dshirley@sandec.com Date Submitted 6/19/2020 Nearest Body of Water Hattles Branch Basin Neuse Water Classification QNSW Site Coordinates Latitude: 36.01906 A. Processing Information County (or Counties) where the project is located: Franklin Is this a NCDMS Project r Yes r No Longitude: 78.47878 Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1c. Primary Contact Phone:* (919)846-5900 U 1b. What type(s) of permit(s) do you wish to seek authorization? W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 39 - Commercial/Institutional Developments F- 401 Water Quality Certification - Express P Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: r Yes r No For the record onlyfor Corps Permit: r Yes r No 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? W Owner r Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Town of Youngsville 2b. Deed book and page no.: DB: 357 DP: 298 2c. Responsible party: Phillip D. Cordeiro (Town Administrator) 2d.Address Street Address P.O Box 190 Address tine 2 city Youngsville Postal / Zip Code 27596 2e. Telephone Number: (919)925-3399 2g. Email Address:* pcordeiro@tomofyoungsville.org State / Rovince / Ifgion NC Country United States 2f. Fax Number: 4. Agent/Consultant (if applicable) 4a. Name: Deborah Shirley 4b. Business Name: Soil & Environmental Consultants, PA 4c.Address Street Address 8412 Falls of Neuse Road, Suite 104 Address Line 2 City Raleigh Postal / Zip Code 27615 4d. Telephone Number: (919)846-5900 4f. Email Address:* dshirley@sandec.com Agent Authorization Letter* Current AAF.pdf State / Province / F bgion NC Country United States 4e. Fax Number: (919)846-9467 1.95MB C. Project Information and Prior Project History C^U 1. Project Information 1b. Subdivision name: (if appropriate) 1c. Nearest municipality/ town: Youngsville 2. Project Identification 2a. Property Identification Number: 1852-46-3360 2c. Project Address Street Address South College Street Address tine 2 City Youngsville Postal / Zip Code 27596 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Hattles Branch 3b. Water Resources Classification of nearest receiving water:* C;NSW 3c. What river basin(s) is your project located in?* Neuse 3d. Please provide the 12-digit HUC in which the project is located. 030202010701 4. Project Description and History 2b. Property size: +/- 3.5 State / Province / Fa;gion NC Country United States 4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:* Epsting conditions onsite consists forested land with a 30' utility easement bisecting the western side of the property. There are three (3) perennial stream features (A, B & C) onsite. Stream A and stream B bisect the property while stream C flows into stream A from the north. General land use in the vicinity of the project is primarily forested land with some residential and rural development. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes t: No r Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS.pdf 6.93MB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) SS Map.pdf 2.04MB 4f. List the total estimated acreage of all existing wetlands on the property: 0 4g. List the total estimated linear feet of all existing streams on the property: ApproAmately 978 LF 4h. Explain the purpose of the proposed project:* The purpose of this project is to construct a public utility building and necessary infrastructure. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The overall project consists of the construction of a public utility building, including but not limited to an access road, parking, utilities, and a storm inter device. Specifically, there is one (1) proposed road crossing that impacts riparian buffers and a stream. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project. 4j. Please upload project drawings for the proposed project. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No O Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: SAW-2020-00961; PJD request sent via email on 5-28-2020. 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Steven Ball Agency/Consultant Company: Soil & Environmental Consultants, PA Other: SM. Jurisdictional determination upload Youngsville PUB_DWR Not Subject Email from Erin Deck_04-07-2020.pdf 186.63KB 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity? it is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): r Wetlands W Streams -tributaries W Buffers r Open Waters F Pond Construction 3. Stream Impacts 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * Type of 3gSwidth * 3h. ImpactM ❑ �[3f. urisdiction* length* S1 Road Crossing - Culvert & 9- Permanent Culvert �ffmA Perennial Both 8 41 Headwalls Average (feet) (linearfeet) gy Stream Crossing-Dissipator Permanent Other Stream A Perennial Both 8 43 Pad (Permanent -No Average (feet) (linearfeet) Permanent Loss) 31. Total jurisdictional ditch impact in square feet: 0 31. Total permanent stream impacts: 84 31. Total stream and ditch impacts: 84 3j. Comments: Total permanent loss stream = 41 LF; Total permanent -no permanent loss stream = 43 LF; 6. Buffer Impacts (for DWR) 6a. Project is in which protect basin(s)? Check all that apply. FI Neuse r Catawba r Goose Creek r Other 31. Total temporary stream impacts: 0 r Tar -Pamlico r Randleman r Jordan Lake ib. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact mpact area 1-Road Crossing P Stream A No 3,141 1,892 6h. Total buffer impacts: Total Temporary impacts Total Permanent impacts: Total combined buffer impacts: 61. Comments: Zone 1 Zone 2 0.00 0.00 Zone 1 Zone 2 3,141.00 1,892.00 Zone 1 Zone 2 3,141.00 1,892.00 Supporting Documentation YPUB_SITE100_E (ISTING CONDITIONS_PROGRESS.pdf 394.98KB YPUB_ImpactMaps_1.0_06122020.pdf 129.91KB YPUB_ ImpactMaps_1.1_06122020.pdf 122.11KB YPUB_ImpactMaps_1.2_06122020.pdf 105.13KB E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable. Impact 1 is permanent stream and riparian buffer impact for a proposed road crossing. This road crossing is necessary to serve as an access road to the proposed Public Utility Building. A culvert and headwalls have been designed to cross the buffered stream at a perpendicular angle and therefore minimize stream and riparian buffer impacts to the maximum extent practicable. The 40'L x 10'W x4'H precast concrete box culvert will be placed 12" belowthe elevation of the stream bed. Sandy stream bed material will be backfilled to bring the stream invert within the culvert back up to original stream bed level. Proposed riprap dissipator pads are to be set at and below existing stream be elevations. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Silt fencing and silt fencing outlets line the limits of disturbance. A small sediment basin upstream will be used to trap and hold sediment during larger rain events. Work in the stream will be done during dry weather as well as sandbag dikes and pump around the stream. Stream impacts for dewatering will be contained within the area of designed riprap dissipators. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: Permanent loss stream impacts are less than 150 Linear Feet. Impacts have been avoided to the maximum extent practicable. Therefore compensatory mitigation in the form of mitigation payment has not been proposed. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No What type of SCM are you providing? r Level Spreader r Vegetated Conveyance (lower SHWT) r Wetland Swale (higher SHWT) W Other SCM that removes minimum 30 % nitrogen r Proposed project will not create concentrated stormwater flow through the buffer Diffuse Flow Documentation 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? r Yes r No r WA - project disturbs < 1 acre 2d. Which of the following stormwater management program(s) apply: r- Local Government V State State Stormwater Programs R Phase II r Coastal Counties r HWQ or ORW fJ Other NSW Comments: Bioretention Area G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? * r Yes r No 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? * r Yes r No Comments:* Land -disturbing activities are less than 10 acres of public lands, and this project does not have the potential detrimental environmental effect upon natural resources, public health and safety, natural beauty, or historical or cultural elements, of the state's common inheritance. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that other publicly funded projects may or may not result in cumulative impacts. The Town of Youngsville-Public Utility Building will be locally funded and within a developed watershed. Please note that this project is located within the Town of Youngsville, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition Best Management Practices may be required that control nitrogen if diffuse flow cannot be achieved; 2) the Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR forth is project?* r Yes r Nor NIA 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. Sanitary sewer will use a grinder pump to outlet to the sanitary sewer pump station on property immediately to the north. Unknown, the outflow will be less than 200GPD. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* r Yes r No r: Unknown 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? S&EC completed a Threatened & Endangered Species Report, to include a Self -Certification letter through the US Fish & Wildlife Service (USFWS), a query through the NC Natural Heritage Program database, and an official Species List through the iPac. A formal request was sent to the USFWS on June 19, 2020. Determinations made by S&EC that the proposed actions is not likely to adversely affect any federally -listed endangered or threatened species, their formally designated critical habitat, or species currently proposed for listing under the Endangered Species Act (ESA). The S&EC Threatened & Endangered Species Report is attached. We will provide copy of USFWS response once received. Consultation Documentation Upload S&EC Youngsville T&E Report 6_19_20.pdf 12.21 MB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential Fish Habitat was identified near the project. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 20, 2020, no historic listings or study list entries or determined eligible listings were identified within the property boundaries. Additionally, no structures ebst within the property boundaries. 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer. Miscellaneous Comments Miscellaneous attachments not previously requested. Signature ® By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Deborah E. Shirley Signature Date 6/19/2020 PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION Project Name/Description: ________________________________________ S&EC Project # Date: _________________ The Department of the Army U.S. Army Corps of Engineers, Wilmington District 69 Darlington Avenue Wilmington, NC 28403 Attn: Field Office: ________________________________________ I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf and take all actions necessary for the processing, issuance and acceptance of a permit or certification and any and all associated standard and special conditions.This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the site. PARCEL INFORMATION: Parcel Index Number(s) (PIN): ________________________________________ Site Address: ________________________________________ City, County, State: ________________________________________ PROPERTY OWNER INFORMATION: Name: Mailing Address: Telephone Number: _________________________________________ ________________________ Property Owner (please print) Date Property Owner Signature We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Public Works Facility Construction 05/14/2020 Youngsville, Franklin, NC 36°01'08.6"N 78°28'43.6"W (no USPS address assigned) PIN 1852-46-3360 / Parcel ID 008370 (via the Franklin County GIS) Town of Youngsville PO Box 190, Youngsville, NC 27596 919-925-3401 Phillip D. Cordeiro, Town Administrator 05/14/2020   NC Center for Geographic Information & Analysis Project Number: SB Project Manager: 1" = 1000'Scale: 03/30/2020Date: Map Title: Source: Figure 1 - USGS Map Youngsville Public Works Franklin County, NC 2019 NC Franklinton Quad ¯0 1,000 2,000 Feet 14158.W1 Project Number: SBProject Manager: 1" = 1000'Scale: 02/25/2020Date: Map Title: Source: Figure 2 - Soil Survey Map Youngsville Public WorksFranklin County, NC Frankllin County Soil Survey Sheet 9 ¯0 1,000 2,000 Feet 14158.W1 SOUTH COLLEGE STREET60' PUBLIC R/WSR-1182PUBLIC UTILITY BUILDINGSITE100 PROGRESSPRINT29 APR2020 N/F JAMES T. MOSS JR. q & SUSAN C. MOSS \ D.B. 1980, PAGE 658 M.B. 2010, PAGE 163 \ PIN# 1852-46-1439 \ EXISTING ZONING: SFR-2 \ \ a cMp s \ o \ o� \ �o \ \ \ O \ O � \ N/F JAMES T. MOSS JR. & SUSAN C. MOSS D.B. 1980, PAGE 658 \ \ M.B. 2010, PAGE 163 \ \ PIN# 1852-35-7891 EXISTING ZONING: SFR-2 \� \ / I N/F /TOWN OF YOUNGSVILLE D.B. 1889, PAGE 489 PN / N/F EIXISTIING ZON NG:4C V TOWN OF YOUNGSVILLE / D.B. 370, PAGE 312 M.B. 2010, PAGE 163 PIN# 1852-46-3671 EXISTING ISTING ZONING: CIV \ N/F TOWN OF YOUNGSVILLE i —I NO DEED LISTED PIN # 1852-46-6448 [I _ EXISTING ZONING: CIV �O,I,F jo2"o. MUN I ANU k UUUllVJ, LLU D.B. 2173, PAGE 939 M.B. 2008, PG. 193 PIN # 1852-46-6056 EXISTING ZONING: MU-1 MAIN ST. WINSTON ST. c) 0 Icn PERSIMMO ST. U) 0 PINE ST.Ld J 0 96 vi SI TE ®VICINITY MAP N TS N/F OWN OF YOUNGSVILLE D.B. 2024, PAGE 20 PIN # 1852-46-8378 EXISTING ZONING: CIV TOP OF BANK GENERAL NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF YOUNGSVILLE, FRANKLIN COUNTY, AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. 2. in Lo `n Z 3. �o m' STREAM 'A \ \ 4. SCALE: 1 " = 80' It CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. BOUNDARY, TOPOGRAPHY AND UTILITY INFORMATION IS TAKEN FROM A SURVEY BY CMP, PROFESSIONAL LAND SURVEYORS, DATED MARCH 4, 2020. ADDITIONAL PROPERTY INFORMATION IS TAKEN FROM FRANKLIN COUNTY GIS AND HAS NOT BEEN FIELD VERIFIED. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS. E4 I V z Q J Z_ J O � Q U LLILd o v�Ldo V) � J - J LLI JJ � mJ0 — V) Q _V) 000 cn m� = oN m b w a- } � Z T Z w in C14 :z w (D C.) W w w Q U U) w Q � N r0 �- U 0 w _ 100 Lo u W 0_ I.() I\ N (D W -0O'tN+' z 0r-Ln0) N C� ��NrOrO-c 00 00 41 z w � C 0) 0) c U J NZO)0) cLn > LU -0 () LUG _ (D)N 0 ■MN, w ■■M I.—�cho l°w IORETENTION AREA - ___ ___ doop CONNECT TO CREEK ,L (DO NOT DISTURB STREAM BED) 400 ■ NZ / I ' 399 398 / STREAM 'C' CENTERLINE — — \•\, (NO NEUSE RIVER 397 397 RIPARIAN BUFFER) _398 401 ° 4 399 II _ -� _ � SF y / \ TOP OF BANK / / --�-� \ 401 PERMANENT SF_ 400 \ \�_ta � �� ZONE 2 860IMPACT SF PERMANENT -------- ----- I ZONE IMPACT IMITS OF DISTURBANCE 1,543SF � — - N53 STREAM PERMANENT M rn \ / 332 SF /M 40'Lx10'Wx4 H PRECAST 0 y W 41 LF I ® 63% X CULVERT g o o PERMANENT-N M / ERMANENT-NO -PERMANENT LOSS Ii PERMANENT LOSS 163 SF LF. 174 SF 1 \ 22 LF Ivry ZZ ass\ — / PERMANENT / \ ZONE 1 IMPACT TEMPORARILY SANDBAG AND PUMP \ STREAM CENTERLINE / / 1,598 SF STREAM AROUND WORK AREA UNTIL \ TOP OF BANK / PERMANENT — — CULVERT IS INSTALLED. PLAN WORK ZONE 2 IMPACT FOR DRY PERIOD. STREAM IMPACTS cN WILL BE CONTAINED WITHIN AREA OF 1,032 SF' v \FUTURE RIP -RAP DISSIPATERS. / � m zcf) �� �;� IMPACT KEY \_ m z LIMITS OF DISTURBANCE�R m / -m ago i ZONE 1 IMPACT (3,141 SF.) m 7�_� m o Now —SF-� —sF-� —sF-� —sF-� �P / ZONE 2 IMPACT (1,892 SF.) °-� z _ �' / SF_� m z / / PERMANENT STREAM IMPACT w / (332 SF.) (41 LF.) PERMANENT -NO PERMANENT Rai IMPACT (337 SF.) (43 LF.) CONSTRUCTION SEQUENCE 0 20 40 60 80 SEE IMP-1.2 FOR CULVERT INSTALLATION CONSTRUCTION SEQUENCE. SCALE: 1 20' V z 0 z J J O � Q W U Ld � H o v�� V) W' o W J J L..I J J mJ0� ~ U a � Z O0 cn m O 04 U >- oN m T w => Z T u (D Z 0 EL U W S N Q L 0 oO _ w IL Q U z Q � N r0 �- U 0 cn I00Lo'u W 0_ LO f- N (D W -0OtN+' z 0: 0r_Ln0) N C� =) ()fNrOrO_c 000041 Z0 w (IfC 0) D7 U J � z 0) 0) U) > W U O _ � N i7 ■■■ _� I- o'OILw 40'Lx10'Wx4'H PRECAST CONC. BOX CULVERT 0.63% RIP -RAP DISSIPATER PA00 I / 20'Lx20'Wx32"D I M / \ CLASS 2 I ----- / Je 0) M � IP-RAP DISSIPATER PAD ` I I : CLASS - 0 Wx32"D SET PROPOSED RIP -RAP DISSIPATER PAD AT EXISTING STREAM BED ELEVATION 20'Lx20'Wx32"D CLASS 2 EXISTING CREEK INV: 394.20 CULVERT INV OUT: 393.20 40'Lx10'Wx4'H PRECAST CONC. BOX CULVERT ® 0.63% 0+80 00 INISHED GRADE REUSE4/77777 E STREAM BRING II` BACK OF SET PRC DISSIPAT STREAM 20' LX20' CLASS 2 i N -��--- ----77 -I 39 0+00 CONSTRUCTION SEQUENCE 1. STREAM CROSSING WORK SHALL BE COMPLETED IN CONJUNCTION WITH OVERALL PROJECT EROSION CONTROL SEQUENCE. THE STREAM CROSSING SHOULD NOT BE UNDERTAKEN UNTIL ON -SITE TEMPORARY EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. WORK MUST BE SCHEDULED DURING A PERIOD OF DRY WEATHER. 3. INSTALL TEMPORARY STREAM PUMP -AROUND (SAND BAG DIKES, STREAM DIVERSION PUMP AND HOSES, DEWATERING PUMP AND HOSES, SUMP -HOLE, TEMPORARY RIP -RAP AND DEWATERING BAG). SCHEDULE WORK IN STREAM CHANNEL WHEN WORK, INCLUDING STABILIZATION, CAN BE COMPLETED BETWEEN EXPECTED RAIN EVENTS. 4. WITH THE TEMPORARY STREAM PUMP -AROUND IN PLACE, EXCAVATE AND INSTALL BOX CULVERT. IF STREAM CROSSING AND STABILIZATION IS NOT COMPLETED IN ONE DAY, PROVIDE (ON SITE) PERSONNEL 24 HOURS TO MONITOR AND MAINTAIN PUMP AND SYSTEM. 5. INSTALL NORTH AMERICAN GREEN-TENSAR ROLLMAX C350 MATTING PER MANUFACTURER'S RECOMMENDATIONS ALONG DISTURBED STREAM BANK. RESEED DISTURBED AREA ALONG STREAM BANKS AND IN BUFFER AREA WITH A WETLAND GRASS SEED MIX. PROVIDE STRAW OR MULCH FOR TEMPORARY EROSION CONTROL OUTSIDE OF STREAM BED. 6. ONCE CULVERT IS INSTALLED WITHIN THE STREAM AREA, REMOVE THE TEMPORARY STREAM PUMP -AROUND. 7. TEMPORARY STREAM CROSSING SCOPE OF WORK IS COMPLETE, CONTINUE TO FOLLOW OVERALL EROSION CONTROL SEQUENCE. XISTING SANDY BED MATERIAL TO VERT IN CULVERT TO ORIGINAL LEVEL POSED RIP -RAP =R PAD AT EXISTING BED ELEVATION Nx32"D 595 EXISTING GRADE (OF STREAM BED) '—EXISTING CREEK INV: 394.45 --CULVERT INV IN: 393.45 390 0+80 SCALE: HORZ. 1 " = 20' VERT. 1 " = 2' V z Q J Z J 0 � 0 W U Ld o v>�o W J L�..I J J mJ0> U Q Z W 000 cn m � N �� LLI r oN u m w z T - Lij z U 0 EL o W S N Q L 0 o0 _ w IL Q U un o U) z Q � N (D U 0 IcoL� W a- LO f'- N N W -0O'tN+' z 0 0r_Ln0) N C� ��NrOrO_c 00 00 41 Z w 6 C D7 J zrnrn n > w� U U END, ai 0 LLJ_ ■■■ �cho l°w