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Home My WebLink About20211294 Ver 1_Riparian Buffer Authorization_20210825Buffer Authorization Application Form 15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Fo Update 10/23/2018 Water Resources ENVIRONMENTAL QUALITY Original Submittal 8/25/2021 A. Owner/Applicant Information General Information Primary Contact Email:* Who is submitting the application?* Is there an agent working on this application but not submitting it? 1. Property Owner Information: la. Name on Recorded Deed:* 1b. Responsible Party: lc. Mailing Address:* Cliff@CredleEngineering.com Rease list the contact person's erreil for questions or paynant on this project if needed. ✓ Owner r7 Applicant other than Owner ✓ Agent r Yes C No NCDOT Sandbox Society LLC (for Corporations) Street Address 1002 Lamond Avenue Address Line 2 Durham Oty State / Bovine / Region Durham NC Fbstal / Zip Code Country 27701-2021 US Id. Telephone:* 19196822006 le. Email Address:* aalubeck@gmail.com 2. Applicant's Information (if different from owner): 2a. Name: Cliff Credle 2b. Company Affiliation: Credle Engineering Company, Inc 2c. Mailing Address: Street Address 204 E Markham Ave Address Line 2 Durham City State / Bovine / %gion Durham NC Fbstal / Zip Code Country 27701 United States n 2d. Telephone: 19196822006 2e. Email Address: Cliff@CredleEngineering.com B. Project Information and Prior Project History ............................................................................................. 1. Project Information ............................................................................................. la. Name of Project:* 1911 Washington Street (Subdivision, facility, or establishrrent nane) 1b. Is this a publicly -funded transportation project?* f Yes G No Id. Subdivision Name: None le. Nearest Municipality: If. Property Size: Durham 0.56 acres 1g. County (or Counties) where the project is located:* Durham 1h. PropertylD# 0822-12-96-2240 Tax FIN or Parcel id 1 i. Deed Information Date of Purchase 9/15/2021 Type of Book Book# Page# Deed 2647 504 Map 101 25 1j. Attach a copy of the recorded map that indicates when the lot was last platted. aick the upload button or drag and drop files here to attach docunent map101 pg25.pdf FtF only 375.19KB 1k. How would you like to provide the Latitude and Longitude information?* fr Address Lookup r Manually Address Lookup Street Address 1911 Washington Street Address Line 2 City State / Rovince / Region Durham NC Fbstal / Zip Code Country 27704 US Latitude* 36.020036 Longitude* -78.9010969 11. Is the project located in any of North Carolina's twenty coastal counties?* r Yes fr No 2. Surface Waters 2a. Name of the nearest body of water to proposed project:* Ellerbe Creek 2b. Water Quality Classification of nearest receiving water:* creek 2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:* 133 (linear feet only) 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: This is a vacant residential lot that is on a street with other single family residential houses with similar sized parcels . It not officially part of a neighborhood, to my knowledge. 3b. Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site. Oickthe upload button or drag and drop files here to attach docurrent Portion of Northeas Durham Quad 2019.pdf 1.64MB FUF only 3c. 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. aickthe upload button or drag and drop files here to attach docurrent PORTION OF PAGE 21.pdf 2.32MB Portion of PG 21 Soils Survey.pdf FDF only 4. Proposed Activity 1.18MB Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:* The house will be will use conventional constructed method for a foundation style house. The equipment would be a backhoe for the foundation digging and minor ground prep work Attach a site plan as applicable to the project: dick the upload button or drag and drop files here to attach docurrent 1911 Washington Plot Plan (2).pdf FDF only 5. Jurisdictional Determinations 72.72KB 5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project (including all prior phases) in the past?* C Yes C' No 6. Project History 6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?* r Yes C' No 7. Future Project Plans 7a. Is this project a phased project?* C Yes O No C. Proposed Impacts Inventory ............................................................................................................................................................................................................................................ Buffer Impacts ............................................................................... _._........................................................................................................................................................ Project is in which protected Basin?* • Neuse River Basin (15A NCAC 02B.0233) ✓ Catawba River Basin (15A NCAC 02B.0243) ✓ Randleman Lake Watershed (15A NCAC 02B.0250) ✓ Tar -Pamlico River Basin (15A NCAC 02B.0259) ✓ Jordan Lake Watershed (15A NCAC 02B.0267) ✓ Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607) Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Site# - Reason Stream Name Buffer Impact*—1 Impact Type * Zone 1 Zone 2 House ivbp label (e.g. Aped ellerbee Permanent (P) Allowable 0.00 Square 303.00 Square o7ossing1) PLarmorTerrp Feet Feet Total Zone 1 Impacts: 0.00 Total Zone 2 Impacts: 303.00 Total Buffer Impacts: 303.00 Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.* The house has been move as far forward and north as permitted to avoid buffer impacts. Silt fence will be placed on the lower side of the site to prevent sediment from leaving the area. Care will be taken to reduce the tree loss as much as possible to retain the residential look 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.* The erosion fence will be placed on site prior to construction of the site. the construction work will be coordinated with the predicted weather to start the installation of the new structure to minimize the run-off in the existing creek. The disturbance will be stabilized with seed as soon as finished to produce stable slopes E. Diffuse Flow Plan la. What type of SCM are you providing?* ✓ Level Spreader ✓ Vegetated Conveyance (lower SHWT) ✓ Wetland Swale (higher SHWT) 17 Proposed project will not create concentrated stormwater flow through the buffer ✓ Other SCM that removed minimum of 30% nitrogen lc. Diffuse Flow Documentation* F. Supplementary Information Environmental Documentation Click the upload button or drag and drop files here to attach docurrent 1911 Washington Plot Plan (2).pdf 1911 Washington Reveiving Area Details.pdf FDF only 72.72KB 62.82KB la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? r Yes • No Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)? ✓ Yes F No 2b. Is this an after -the -fact buffer authorization application? ✓ Yes C No G. Additional Information Please upload any additional information you would like the Division to consider during application review. Additional Attachments: Additional Comments: H. Sign and Submit By digitally signing below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") o 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"); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the application form." Print Name:* Signature Submission Date: aick the upload button or drag and drop files here to attach docurrent FCF only Cliff Credle 8/25/21 (Auto populated field) Initial Review Is this accepted into the review process?* O Yes O No Is this project a public transportation O Yes project?* r No ID#* 20211294 Version:* 1 Select Reviewer:* Colleen Cohn:eads\cmcohn Select Reviewing Office * Raleigh Regional Office - (919) 791-4200 Has payment been received?* ( No Payment Needed r Fee Received r Need Fee - send electronic notification E. ST " IREDELL ST BROAp J. r (LARiND\oN ST- AR Mar 43 _ INIWAP" IlE IS --- 0 uri ~_ _ii ' s�sE, f N NSC /z. 2 020 000 FEET 17-1 VJsC Ws t; /21 Wv,,G L. r Gh Cc WsB 4vwc iWwE `� j DURHAM COUNTY, NORTH CAROLINA -- SHEET'' NUMBER 21 WwC MrD�. 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'"I'''''' '''' -'''L . . , . • . . . . . . . , . . . . . . . ., . . . . . . DRIVEWAY NOTE Driveway curb cut radii shall be between 2.5, to 4.5, Driveway in R/W shall be min. of 9' width to property line, WATER & SEWER Locate Water Meter and Sewer Service Clean —out behind Sidewalk / Property line. FLOOD CERTIFICATION I certify that the subject property (Is/75M65) located in a special Flood Hazard Area as determined by the Department of Housing and Urban Development. SURVEYOR'S CERTIFICATE FOR PLOT PLAN This map was drawn under my supervision from an actual survey or documents researched far this project from references as noted on said map; that the boundaries as drawn are from information as indicated under references; that the structures shown are proposed unless so indicated; and that this map was not was prepared in accordance with G.S. 47-30 as amended and does not meet the requirements of The Standards of Practice for Land Surveying in North Carolina 21 NCAC 5 1600). Witness my original signat e,,• isfrfihi number and seal this ay. Professional Land Surveyor (L-4277) Date 7011111100i on °NS C` 0 0 g ESS/ • Q 9r 4277 �„ Q �[�'U �O• 7'•. SURNI 00.4, M C a �A CRF'� PIN: D.B. P FLOOD PLAIN INFORMATION Stream Name: Regulatory Flood Zone: 1% Annual Floodplain Elev. FEMA Flood Map: FEMA Map Date: 2: 0822-12-96-0277 02828, PG 0925 I .B. 121, PG. 113 N/F: NCDOT NOTES 1. Subsurface and environmental conditions were not examined or considered during this survey. All buildings, surface and subsurface improvements on and adjacent to the site are not necessarily shown hereon. No statement is made concerning the existence of underground containers which may affect the use of this tract. 2. The location of underground utilities as shown are based on visible evidence and drawings provided to the surveyor. Location of underground utilities and structures may vary from locations shown hereon, and additional buried utilities may exist. Contact the appropriate utility companies for information regarding buried utilities. 3. All distances are horizontal ground and area by coordinate computation. 4. This survey was done without a title search and is based an referenced information. There may exist other documents of record which could affect this property 5. Except as specifically stated or shown, this survey does not report any of the following: easements, other than those visible during field examination, building setbacks, restrictive covenants, zoning or land use regulations and any facts which a title search may disclose. 6. Wetlands, jurisdictional waters or other conditions which may be regulated by federal or state or local agencies were not investigated during this survey. Riparian buffers and other restrictions an development may be required. 7. This survey is for loan and title purposes only (not for recordation). Declaration is made to original purchaser of the survey only. It is not transferable to additional owners. w M ZONE 1 ENCROACHMENTS 0 s.f. ZONE 2 ENCROACHMENTS 297 S.F. HOUSE 6 S.F. SPLASH PAD 5. Ellerbee Creek Zane AE 317.1-317.3 (Future) 3720082200K 10/19/2018 No \ @b-- (/Nf � @'14yi w PID: 106550 PIN: 0822-12-96-2237 D.B. 08242, PG 0126 P.B. 101, PC. 025 N/F: Julio A.G. Delgado & Maria E.A. Salazar 387°34'54"E 741.76 100.9, y LOT 2 o P.B. 9, PG 44 • r AREA: 24,271 S.F. (0.56 AC.) FUTURE CONDITIONS' 1% ANNUAL CHANCE FLOODPLAIN LINE> ELEV.=317.2' P,y Top Fk of @k RgFF N6 cRFFK �\ S3 DISCONNECTED IMPFRVIOUS TREATMENT RECEIVING AREA IS FESQUE 50D GRASS DISCONNECTED IMPERVIOUS TREATMENT INTERSTATE 85 (EX. VARIABLE WIDTH PUBLIC R/W) 20.0 a CONC D/W CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 985.00 107.98 54.05 107.93 S00'26'00"E 6°16'53" O 1* LEGEND RIGHT—OF—WAY LINE PROPERTY LINE EASEMENT LINE BUILDING SETBACK WIRE FENCE WOOD FENCE CHAIN FENCE EXISTING IRON PIPE (EIP) NEW IRON PIPE SET (IPS) NO IRON FOUND (NIF) RIGHT—OF—WAY MON. WATER SERVICE SEWER SERVICE N VICINITY MAP (NO SCALE) PIN PID D.B./PG.: 0822-12-96-2240 106557 2647 / 504 P.B./PG.: 101 / 25 OWNER NCDOT TO MY KNOWLEDGE, NO USGS MON. WITHIN 2000 FT. PLOT PLAN LOT 5 P.B. 101, PG. 25 PREPARED FOR SANDBOX SOCIETY LLC DURHAM TWSP. DURHAM CO., N.C. SCALE: 1"= 30' MARCH 1, 2021. CREDLE ENGINEERING COMPANY, INC. 204 E. MARKHAM AVE., DURHAM, N.C. 27701 (919) 682-2006 PH; (919) 682-2005 FX Licence: C-0254 30 0 15 30 60 1 inch = 30 ft. DWG // \2021\210031\Base 210129 DRIVEWAY NOTE Driveway curb cut radii shall be between 2.5, to 4.5, Driveway in R/W shall be min. of 9' width to property line, WATER & SEWER Locate Water Meter and Sewer Service Clean —out behind Sidewalk / Property line. FLOOD CERTIFICATION I certify that the subject property (Is/75M65) located in a special Flood Hazard Area as determined by the Department of Housing and Urban Development. SURVEYOR'S CERTIFICATE FOR PLOT PLAN This map was drawn under my supervision from an actual survey or documents researched far this project from references as noted on said map; that the boundaries as drawn are from information as indicated under references; that the structures shown are proposed unless so indicated; and that this map was not was prepared in accordance with G.S. 47-30 as amended and does not meet the requirements of The Standards of Practice for Land Surveying in North Carolina 21 NCAC 5 1600). Witness my original signat e,,• isfrfihi number and seal this ay. Professional Land Surveyor (L-4277) Date 7011111100i on °NS C` 0 0 g ESS/ • Q 9r 4277 �„ Q �[�'U �O• 7'•. SURNI 00.4, M C a �A CRF'� PIN: D.B. P FLOOD PLAIN INFORMATION Stream Name: Regulatory Flood Zone: 1% Annual Floodplain Elev. FEMA Flood Map: FEMA Map Date: 2: 0822-12-96-0277 02828, PG 0925 I .B. 121, PG. 113 N/F: NCDOT NOTES 1. Subsurface and environmental conditions were not examined or considered during this survey. All buildings, surface and subsurface improvements on and adjacent to the site are not necessarily shown hereon. No statement is made concerning the existence of underground containers which may affect the use of this tract. 2. The location of underground utilities as shown are based on visible evidence and drawings provided to the surveyor. Location of underground utilities and structures may vary from locations shown hereon, and additional buried utilities may exist. Contact the appropriate utility companies for information regarding buried utilities. 3. All distances are horizontal ground and area by coordinate computation. 4. This survey was done without a title search and is based on referenced information. There may exist other documents of record which could affect this property 5. Except as specifically stated or shown, this survey does not report any of the following: easements, other than those visible during field examination, building setbacks, restrictive covenants, zoning or land use regulations and any facts which a title search may disclose. 6. Wetlands, jurisdictional waters or other conditions which may be regulated by federal or state or local agencies were not investigated during this survey. Riparian buffers and other restrictions an development may be required. 7. This survey is for loan and title purposes only (not for recordation). Declaration is made to original purchaser of the survey only. It is not transferable to additional owners. w M ZONE 1 ENCROACHMENTS 0 s.f. ZONE 2 ENCROACHMENTS 297 S.F. HOUSE 6 S.F. SPLASH PAD 5. Ellerbee Creek Zane AE 317.1-317.3 (Future) 3720082200K 10/19/2018 No \ @b-- (/Nf � @'14yi w PID: 106550 PIN: 0822-12-96-2237 D.B. 08242, PG 0126 P.B. 101, PC. 025 N/F: Julio A.G. Delgado & Maria E.A. Salazar 387°34'54"E 741.76 100.9, y LOT 2 o P.B. 9, PG 44 • r AREA: 24,271 S.F. (0.56 AC.) FUTURE CONDITIONS' 1% ANNUAL CHANCE FLOODPLAIN LINE> ELEV.=317.2' P,y Top Fk of @k RgFF N6 cRFFK �\ S3 DISCONNECTED IMPFRVIOUS TREATMENT RECEIVING AREA IS FESQUE 50D GRASS DISCONNECTED IMPERVIOUS TREATMENT INTERSTATE 85 (EX. VARIABLE WIDTH PUBLIC R/W) 20.0 a CONC D/W CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 985.00 107.98 54.05 107.93 S00'26'00"E 6°16'53" O 1* LEGEND RIGHT—OF—WAY LINE PROPERTY LINE EASEMENT LINE BUILDING SETBACK WIRE FENCE WOOD FENCE CHAIN FENCE EXISTING IRON PIPE (EIP) NEW IRON PIPE SET (IPS) NO IRON FOUND (NIF) RIGHT—OF—WAY MON. WATER SERVICE SEWER SERVICE N VICINITY MAP (NO SCALE) PIN PID D.B./PG.: 0822-12-96-2240 106557 2647 / 504 P.B./PG.: 101 / 25 OWNER NCDOT TO MY KNOWLEDGE, NO USGS MON. WITHIN 2000 FT. PLOT PLAN LOT 5 P.B. 101, PG. 25 PREPARED FOR SANDBOX SOCIETY LLC DURHAM TWSP. DURHAM CO., N.C. SCALE: 1"= 30' MARCH 1, 2021. CREDLE ENGINEERING COMPANY, INC. 204 E. MARKHAM AVE., DURHAM, N.C. 27701 (919) 682-2006 PH; (919) 682-2005 FX Licence: C-0254 30 0 15 30 60 1 inch = 30 ft. DWG // \2021\210031\Base 210129 Operation and Maintenance Provisions for DIS REVISIONS DOWNSPOUT LENGTH VARIES 4" PVC PIPE PLACE PIPE 6" ONTO SLASH BLOCK ROOF DRAIN DETAIL (NOT TO SCALE) CONC. SPLASH BLOCK TO RECEIVE ROOF DRAINS TOP SOIL WIDTH • RECEIVING AREAS Roof Area Slope Length Width Vegetation Ditch (sf) (%) (ft) (ft) #1 300 2.0 12.0 6.0 Fescue Sod #2 300 2.0 12.0 6.0 Fescue Sod STORMWATER— DEVISE SPLASH BLOCK IN CENTER OF RECEIVING AREA VEGETATED RECEIVING AREA SPECS 1. No BUA within footprint 2. Traverse Slope A. less than 8% (HSG B, C, and D) or B Less than 15% (HSG A) 3. Adjust PH, Compaction and other attributes of first 8 inches of soil to promote plant growth 4. Plant with non clogging, deep rooted grass of Fescue Sod 5. Stabilize soils until cover has been established RECEIVING AREA DETAIL (NOT TO SCALE) 36" L SPLASH BLOCK (NOT TO SCALE) 1/8" H %%%%%%%% rrp - 5522 U 15 SCM element: Potential Problem: How to remediate the problem: The contributing impervious area Excess debris or sediment is present on the rooftop or impervious surface Remove the debris or sediment as soon as possible. The gutter system (if applicable) Gutters are clogged or water Is backing up out of the gutter system. Unclog and remove the debris. May need to install gutter screens to prevent future clogging. Rooftop runoff is not flowing into the gutter system. Correct the positioning or installation of the gutters. Replace if necessary to capture the roof runoff. Roadways & parking lots (if applicable) Runoff flows to the pervious area as concentrated flow Remove any sediment or obstructions at the pavement vegetate area interface. The aggregate transition area or concrete edge restraint is cracked, settled, undercut, eroded or otherwise damaged. Repair or replace the transition area or concrete edge restraint. The pervious area Areas of bore soil and/or erosive gullies have formed Regrade the soil if necessary to remove the gully and re —seed and water until it is established. Provide lime and a one—time fertilizer application. Trees or shrubs have begun to grow Remove them. Vegetation is too short or too long. Maintain vegetation at a height of approximately three to four inches. GENERAL NOTES: 1. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. WATER LINES, STORM DRAINAGE AND SANITARY SEWER FACILITIES NOTED AS "EXISTING" ARE BASED ON A FIELD SURVEY. 2. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 3. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. 4. ALL STORM DRAIN PIPING 8" IN DIAMETER OR SMALLER SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED" JOINTS, UNLESS SPECIFIED OTHERWISE HEREIN. MINIMUM SLOPES ON SANITARY SEWER SERVICES: 4" — 1/4" /FT. 6" — 1/8" /FT. MAXIMUM DISTANCE BETWEEN CLEANOUTS = 75' 5. CONTRACTOR SHALL REPLACE/RESTORE EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS. 6. A DIELECTRIC COUPLING SHALL BE USED WHERE PIPING OF DIFFERENT MATERIALS ARE CONNECTED TOGETHER. NO. DATE DESCRIPTION A A A A U H— Z W 1- W Ct Ct Z H Q Q J 0 00 ■ ■ to N C.) J Li J z Z 1— _ Q 6E='I °- a 0 nct 0a a00 O O Z= QN (/) 3 m DATE 06/15/21 SCALE LICENSE C-0254 J08 \2021 \210031\Base 210129 SHEET NUMBER C0100 MATERIAL NOTE: 3600 P51 CONCRETE OF SHEETS