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HomeMy WebLinkAbout20190735 Ver 1_Riparian Buffer Authorization_20190529DWR State of North Carolina Department of Environmental Quality Divfslan of water $esovrccs Division of Water Resources 15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization FORM: BA 10-2013 Riparian Buffer Authorization Form A. Applicant Information 1. Project Information 1a. Name of project: 918 Wimbleton Drive Renovation and Addition 1 b. County: Wake 1c. Nearest municipality: Raleigh 1d. Subdivision name: Chestnut Hills 1 e. Is the project located in any of North Carolina's twenty coastal counties? If yes, answer 1f below. ❑ Yes No 1f. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)? ❑ Yes No 2. Owner Information 2a. Name on Recorded Deed: Touchstone Holding Group, LLC 2b. Deed Book and Page No. Book 017154, Page 01719 2c. Map Book and Page No. (include a copy of the recorded map that indicates when the lot was created): Book BM1959, Page 00290 2d. Responsible Party (for Corporations): Mark Abram 2e. Street address: 6409 Fayetteville Road, Suite 120-374 2f. City, state, zip: Durham, 27713 2g. Telephone no.: 919-452-5437 2h. Fax no.: 866-548-3799 2i. Email address: mabram@coreconstructionse.com 3. Applicant Information (if different from owner) N/A 3a. Applicant is: ❑ Agent ❑ Other, specify: 3b. Name: 3c. Business name f applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address.- ddress:4. 4. Agent/Consultant Information (if applicable) N/A 4a. Name: 4b. Business name if applicable): 4c. Street address: 4d. City, state, zip: 4e. Telephone no.: 4f. Fax no.: 4g. Email address: FORM: BA 10-2013 Page 1 of 4 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1706-35-0841 1 b. Site coordinates (in decimal degrees): Latitude: Longitude: 1c. Property size: 0.507 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Mine Creek 2b. Water Quality Classification of nearest receiving water: Class C; Nutrient Sensitive Waters (NSW) 2c. River basin: Neuse 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: Residential renovation and addition 3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site 3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site 3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 111.2 3e. Explain the purpose of the Residential Occupancy 3f. Describe the overall project in detail, including the type of equipment to be used: Residential renovation with garage addition 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property/ project(including all priorphases) in thepast? ❑ Yes ❑ No ® Unknown Comments: 4b. If yes, who delineated the jurisdictional areas? Name (if known): Agency/ Consultant Company: Other: 4c. 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 priorphases) in thepast? ❑ Yes ❑ No ® Unknown 5b. If yes, explain and detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. FORM: BA 10-2013 Page 2 of 4 C. Proposed Impacts Inventory 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Moved addition as far north as possible based on the side and rear setbacks. 1. Buffer Impacts 2. Buffer Mitigation 2a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? 1a. Project is in which protected basin? ® Neuse ❑ Tar -Pamlico ❑ Randleman ❑ Jordan ❑ Catawba ❑ Goose Creek 1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Buffer impact Reason for number — impact Permanent (P) or Temporary T Type of impact Stream name Buffer (exempt, allowable, mitigation allowable w/ required? mitigation) Zone 1 impact (sq ft) Zone 2 impact (sq ft) B1 ® P ❑ T Driveway Allowable Mine Creek ❑ Yes ® No 281.00 796.57 B2 ❑ P ❑ T ❑ Yes ❑ No 1.5 B3 ❑ P ❑ T ❑ Yes ❑ No Total buffer mitigation required: B4 ❑ P ❑ T ❑ Yes ❑ No 2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS. 2e. If no, then discuss what type of mitigation is proposed. B5 ❑ P ❑ T ❑ Yes ❑ No B6 ❑ P ❑ T ❑ Yes ❑ No Total buffer impacts 1c. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Moved addition as far north as possible based on the side and rear setbacks. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Silt fences 2. Buffer Mitigation 2a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and calculate the amount of mitigation required in the table below. Zone Reason for impact Total impact square feet Multiplier Required mitigation square feet Zone 1 3 (2 for Catawba) Zone 2 1.5 Total buffer mitigation required: 2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS proposed? ❑ Yes ❑ No 2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS. 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: FORM: BA 10-2013 Page 3 of 4 E. Diffuse Flow Plan All buffer impacts and high ground impacts require diffuse flow or other form of ❑ Diffuse flow stormwater treatment. Include a plan that fully documents how diffuse flow will be ❑ Other BMP maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form. 1 b. If you answered "yes" to the above, does the project require preparation of an If due to site constraints, a BMP other than a level spreader is proposed, please provide a environmental document pursuant to the requirements of the National or State (North plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP Carolina) Environmental Policy Act NEPA/SEPA ? Manual and attach a BMP Supplement Form. 1 c. If you answered "yes" to the above, has the document been finalized by the State F. Supplementary Information 1. Environmental Documentation 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ® No use of public federal/state land? 1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ❑ No environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act NEPA/SEPA ? 1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: 2. Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated ❑ Yes ® No Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules 15A NCAC 02B .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): Mark Abram - President 5/30/19 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Send 3 complete sets of this form and accompanying documents to the following: For government transportation projects sent by First Class Mail via the US Postal Service: NC DWR, Transportation Permitting Unit 1617 Mail Service Center Raleigh, NC 27699 - 1617 For all other projects sent by First Class Mail via the US Postal Service For government transportation projects sent by delivery service (UPS, FedEx, etc.): OR NC DWR, Transportation Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 For all other projects sent by delivery service (UPS, FedEx, etc.): Karen Higgins Karen Higgins NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699 - 1617 Raleigh, NC 27604 FORM: BA 10-2013 Page 4 of 4 VICII41TY MAP (NTS) LOT 56 , (N67°51 16 W 29.96' TIE TO REBAR) LEGEND: L L R/W = RIGHT OF WAY CA = CENTER LINE EIP = EXISTING IRON PIPE ( ) = FIELD MEASUREMENTS rQ, = UTILITY POLE —� – OVERHEAD POWER LINE + = WATER VALVE O = SANITARY SEWER EASEMENT –IGHT PO E NOTES: NOT FOR RECORDATION, CONVEYANCES, OR SALE. PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD. TITLE SEARCH NOT PERFORMED BY THIS OFFICE. FIELD CLOSURE > 1/10000. PIN: 1706-35-0841. M = WATER METER I LOT 57 , S 67`16'00 29.87' "x_x_;=, �?� x00"- s67°32'07„ _ _ E ) �--89.94') (S67°09'59"E —' iPORCH . N 12.51' `,4 5.80 --- O � I 2� Lo Fo 00 O / c,v LOT 66 \ \` jam �- --�JT�OFa O O -CNK � N OF 20' CITY OF RALEIGH N `'-1 SEWER EASEMENT BM1960,PG339 z 43. 30 'ICK FENCE �_J 9.90 0 SHED � Z co 34.23' O -r, 12.35 I 'Ar- 'A CONCR&, E I p) I SIDEWAN K =J – + I LOT 64 o') i o') � CV CV O Ln I 8„ R . . RC LLLa > 10 La I a I 1 X� II 111. -------------------------------- 109.40t) BACK OF CURB N WIMBLETON DRIVE THIS PROPERTY 1 S NOT LOCATED IN AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORDING TO FLOOD INSURANCE RATE MAP #3720170600 J EFFECTIVE DATE: MAY 2, 2006. LOT 65 BLOCK SECTION SUBDIVISION CHESTNUT HILLS ESTATE AS -BUILT RECORDED IN BOOK OF MAPS 1959 PAGE 290 WAKE COUNTY REGISTRY SAW/MW 2018244 1�IIRVFY FnR- I, SONYA A. WARD , HEREBY CERTIFY THAT THIS MAP IS CORRECT, THAT THE BUILDINGS LIE WHOLLY ON THE LOT, AND THAT THERE ARE NO ENCROACHMENTS OF OTHER BUILDINGS ON THE SAID LOT, EXCEPT AS SHOWN ON SURVEY. TOUCHSTONE HOLDING GROUP, LLC HOUSE CREEK TOWNSHIP WAKE COUNTY NC SCALE: 1 "=30' WARD SURVEYING SERVICES, PLLC DATE: 9/18/18LAND SURVEYING & PLANNING BOOK : 305p37 APEX, N.C. (919) 367-7858 M I hereby m* that 1 am civil engineer, surveyor or land p6mw, registered to practice in 16 State of North Carolina, and that this plat is in off respects correct and was pr"red ham an actual mr- veil made by me an cp T% 19�s SWad This certifies that the undersigned is (are) The owners) of the property shown on this map, having acquired title therew by deeds) recorded in the office of the Register of reeds for Wake County. North Carolina as shown i-elow and th .t by suhmissiom of this plat or m p for ap, r w 1,1(we) do dedicate to the City Of Raleigh for public use all V mets. eaeemmtal rigbb of -*ray sad public parks shown thereon, and upon acceptance tbeeeeE by the City of Raleigh for the benefit of the public. that emeb dedieatlm *half be lrrevocal.le Book No. Page No. Otraal�a . r , � . t,ky'Cierk aed't'eea*anr of the Cit f lfai k an cwWy that t* CRY CweM of d" Cky ofRalcigbon r 1"i�0.,appr"ab Viol or map and accepted the dedieatiem of the eh g " raft rights of way sod puhife parka *6owm tbeeeea bmt autism m re*pen- ability to open or maintsim the same mati4 h the apIM of the governing body of the City of Rakigi, k b in the paNk ioteseat todosm etll and Treawrer 10.1 �n 2 t ! =' 2 C V o o V 2 lops to � f � � g a' z 110 �'� f�'? -�t� 1 .� 7- _ ' 3 'QI-_ i�; p toe aft.9 v Ips. ttl 2*sa�tPt Ott A& °, }O °' ' k)�°, 2d �''' 2 ° �.°i 2G� N� 4! 200 Na7ILICO w et 2i �i 45 t Es o __ ._1.] iN '75 ° 'G► y_ _._..! J C7� o g f} /--, ry fip� L i 200 Ss } 90,!�) Vt} _ O 51 S z/ �J;Q� /� or t� W� z 7 ! m 2D0 6'! 53.9 T/,9 Y 2J11r �p 61 4 -- °' /(� "tom V . '.� j l..r E f 1.4M z 1!5 9•�7 C �` '0'4-.4_ zoo 61 1 S,' C( 9 N a o 42, JAI ,ro '�' 570.5 Ln 0116 k9 G /coq -/ S !, r . pi 7 .y _ n N _. e d)i 200 Cvr n \ of,� qj 11/x` k909 CO. - 0 O l iA QU 55'E 4 �/ � .� eO/ � °� .� !'+ ---- 4 5 too ° E too Note • A-1� �.. yam' �' `f � 1`' .:.. N pit I Fron4ci c� e ahotNm For d ohs r CO On Cures sire Chord c(Isfnrice5, 0 ten, / z t f R ` v c 2 r tZ f1 C) _ N �7 Co O i O, L. 5 PA N 0 42c' -, i; �'�% tJ 5 cele, 111% local '50 1 1959 Free; ei Hnbef 290 a r' r > ra_ � , � -� •.I` � „ .r � 1 , � �- �'� �� � ,l .. - �i tel, _ f '- � ! S ,( h. -�- . V ` 290 a r' r > ra_ � , � -� •.I` � „ .r � 1 , � �- �'� �� � ,l .. - �i tel, _ f '- � ! S ,( h. -�- . JJ D 12.51' Proposed Plot plan with improvements LOT 6 5 9. so 0.50 AC. PORTION OR HOUSE n;ESHED AC BEINr, RENOVATED Q UNJ 68.80 EMSTMG ONE STORYLn � W � r— BR4CK 04Lo o a COVERED Ex -C � PORCH i 43 00 a 4.23' 25.80 Ln o 1'0La 31.30 ' O NORE',S __ J 81WAIC Q �P1CK % N CF R cc CD 00 cc r-� a rn LOT 64 - N' r co V Iry Oc' I'v(z Q. 4L r Lj infr--d� m op (D - -!�ANk o 1'0La 31.30 ' O NORE',S __ J 81WAIC Q �P1CK % N CF R cc CD 00 cc r-� a rn LOT 64 } Impervious surface removed during the renovation Porch: 5'-0" x 17'-0"= 85 SF Porch Steps:: 3'-0" x 5'-0"= 15 SF Sidewalk to Steps: 3'-0" x 12'-0"= 36 SF Larae Concrete Sidewalk 12'-33" x 15'-0"= 185 SF Total = 321 SF of which 38.85 SF is in Zone 2. UNIT 12.51' fiB.80 EXISTING � ONE STORY '-- BRICK COVERED Ln PORCH 43.00 25.80 Ni in 31 3. t�� c CO o l4,j Jj 1�CL �ff+J F� r �0�} MA 0 gr C tiCF SI { N. ICK iiE NCE 0 (n0 OF O0 Cr 0 0 4.23' Ld La CLW New Impervious of the total 1451.42 SF located in Zone 1 281 New Impervious of the total 1451.42 SF located in Zone 2 835.42 Removed (Demolition) Impervious surface Zone 2 38.85 Net Addition Impervious Surface Zone 1 281.00 Net Addition Impervious Surface Zone 2 796.57 LOT 65 0.50 AC. AC fl��IT 12.51' PORTION OF HOUSE BEING RENOVATED 68,88 EXISTING ONE STORY BRICK COVEREQ M�- PORCH 43.00 y 25.80 Ci 9,90 918 Wimbleton (Net) Impervious Surface 0 o� Item W L Total SF Deck o 105 Bedroom 3 10.16 13 132.08 Garage Closet 4.42 3.25 14.35 Garage Hallway 5.75 3.25 18.69 Garage 421.00 New Sidewalk 35 3 105.00 Main Driveway 35 12.5 437.50 Driveway Turn -about 18 12.1 217.80 Total New Imperious 1451.42 New Impervious of the total 1451.42 SF located in Zone 1 281 New Impervious of the total 1451.42 SF located in Zone 2 835.42 Removed (Demolition) Impervious surface Zone 2 38.85 Net Addition Impervious Surface Zone 1 281.00 Net Addition Impervious Surface Zone 2 796.57 LOT 65 0.50 AC. AC fl��IT 12.51' PORTION OF HOUSE BEING RENOVATED 68,88 EXISTING ONE STORY BRICK COVEREQ M�- PORCH 43.00 y 25.80 Ci 9,90 0 o� JJry � fj w 0 Or- rV CL o r o �in qT rr FV – co ad r N a - _Topor $q { _ TO -P- P CL M C) 1 .-a3 L 31.30 ori C NCRE;E SI EWAI K _-J I ' I r t ICK - FNCE 9.90 Deck o� w 0 Or- o o �in ad ¢.23' B W CL M r. LOT 64 1. Unable to move the garage to the east due to set backs. 2. Unable to move the proposed addition to the north due to access to the deck and rear setbacks.