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HomeMy WebLinkAbout20201868 Ver 1_Pre-Filing Meeting Request_20201203ID#* 20201868 Version* 1 Regional Office* Wilmington Regional Office - (910) 796-7215 Reviewer List* Robb Mairs Pre -Filing Meeting Request submitted 12/3/2020 Contact Name * Dana Lutheran Contact Email Address* dlutheran@segi.us Project Name* 1213 Cana Drive, Carolina Beach Project Owner* Lester Phillips Project County* New Hanover Owner Address: Street Address 5315 South College Road Address Line 2 Suite E aty State / Province / Pegion Wilmington NC Postal / Zip Code Country 28584 United States Is this a transportation project? * r Yes r No Type(s) of approval sought from the DWR: W 401 Water Quality Certification - F 401 Water Quality Certification - Regular Express r- Individual Permit F Modification W Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No Do you know the name of the staff member you would like to request a meeting with? Robb Mairs Please give a brief project description below. Work associated with the project will consist of removing the existing 88' length of stormwater pipe and replacing the existing inlet; installing two sections of 24" reenforced concrete pipe (RCP), totaling approximately 104', and one junction box; constructing a 106 LF bulkhead, which will be straightened out, on the southern end, removing rubble, wetland vegetation and the existing bulkhead and backfilling with clean earthen soil. To facilitate the construction of the bulkhead and relocation of the stormwater pipe, approximately 10 cubic yards (CY) of material will be excavated below normal high water (NHW) and 90 CY of clean earthen soil will be discharged, waterward of NHW. As a result, 460 SF of coastal wetlands and 154 SF of submerged bottom will be converted to upland. Approximately 30 CY of material will be excavated within the upland area of the lot. After all this work has been completed repair work, on the pier, gazebo and floating platform will take place. Heavy equipment, such as an excavator, dump truck and front end loader, will be used to complete the work. The machinery will be stored on -site, should the need arise. Fill material will either be generated on site or obtained from a local, approved sand pit. All unsuitable material will be disposed of off -site at an approved landfill. Please give a couple of dates you are available for a meeting. Please attach the documentation you would like to have the meeting about. 1213 CANAL DR CAMA MAJOR PERMIT SITE 604.33KB PLAN 12-3-2020.pdf pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 12/3/2020 FLOOD ZONE BOUNDARY FROM NhC ONLINE G.I.S. � FIRM PANEL REFERENCED THIS MAP AND FIELD SURVEY WERE MADE 'OF TI�'E EXCLUSIVE USE OF TrE PERSON, PERSONS, OR ENTITY NAMED IN THE CERTIFICATION HEKEON AND MAY BE USED BY SAME FOR ANY PURPOSE REQUIRED IN FURTHERANCE OF TTEIR (ITS) NEEDS AS AS REGARDS TITLE, PERMITTING OR INSURANCE REQUIREMENTS OF ANY PUBLIC, PRIVATE OK GOVERNMENTAL AGENCY. �v ----------------- I 15,E I� CAM P COMPONENT A EXIS NG 88' X 6' FIXED IER TO BE REPAIR D PROPOSED 29LF OF BULKH AD TO CONN CT TO ADJ. Q PROPE TY BULKHEA O 6) PROPO�ED 134 SF OF SUBMERGED 2 LAND/COASTAL WETLAND EXCAVATION & FILL z W ShERRILLT LOTI GADB 53G2 PG 20G III LINE TABLE LINE LENGTH BEARING L I 25.G3 N0401 057"W L2 38.71 N2 1 °5 1'3211E L3 23.93 N20°35'35"E L4 12.25 N 130292 1 "E L5 4.05 N2904438"E COMPONENT D EXISTING 13' X 6' (78 SF) FLOATING PLATFORM TO BE REPAIRED s, SAND R2 i I LOCATION MAP I NOT TO SCALE SURVEY REFERENCE MAP BOOK 3 PAGE G7 DEED BOOK I GG3 PAGE 407 NOTE: THIS LOT IS LOCATED IN ZONE AE (EL. 1 1) AS PER MAP # 37203 13 100 K COMMUNITY ID # 375347 DATED: AUGUST 28, 201 S HARBOR LINE-------------- - — — — — — — — — — --- 1 1 15' 1 EXISTING BOAT LIFT • • N27030'00"E 100. 0' , COMPONENTC EXISTING FIXED 10' X 12' (120 SF) GAZEBO TO BE REPAIRED IER COMPONENT B EXISTING 21' X 6' (126 SF) 2 FIXED OBSERVATION PLATFORM TO BE REPAIRED 2 D OF EXISTING PIPE 1L 1L o 20 SF C EXCAVATION � � 2 G) & FILLE REMOVAL {dj¢V DELINEATED PPBY TARA MaCPHERSON cm 1� •�IIL� I l 1I011m ■ I PROPO OF CO ED 460 SF------- F STAL � WETLA D EXCAVATION 30' CANAA d B2 I I & FILL SETBACK 2� 88 LF OF 16" RCP O N TO BE IREMOVEb O (NO E45EMENT RECORDED) m N C\i PROPOSED 82 24 RC� PROPOSED KNOCK -OUT B 2'6" X 3'6" L (p C '0 EXISTING 2 STORY �Z/. ' 20' SB 5270 '00"W 100.001 PROPOSED 22 LF 24" RCP CANAL VE 40' PUBLIC Pv'1N 00 2 C 4 Ln / TO' �i EXISTING CONCRETE PARKING TO REMAIN N2 7°33'02"E n 00.0Ll V PROPOSED BULKHEAD TO BE LOCATED NO MORE THAN 2' WATERWARD OF EXISTING BULKHEAD, FOR 77' N/F MCIIORNEY LOT 19A DB 2GO5 PG 870 EXISTING 124 LF OF BULKHEAD TO BE REMOVED EXISTING WRAP AROUND DECK TO BE REMOVED L �� XISTING —� DROP INLET AVAILABLE DWELLING BUILDABLE AREA: 3517 SF TO BE REPLACED LENGTH OF SHORELINE: 100 FT PROPOSED SUBMERGED LAND & COASTAL WETLAND FILL: 154 5F / 0.004 AC KNOCK -OUT BOX 2'6" X 3'6" AVAILABLE PLATFORM AREA: 800 5F PROPOSED PLATFORM AREA: 324 5F PROPOSED COASTAL WETLAND FILL: 460 5F / 0.01 AC PROPOSED UPLAND EXCAVATION: -1260 5F / 0.03 AC LESTER PHILLIPS EXISTING BUILT UPON AREA 1213 CANAL DRIVE NO PROPOSED NEW BUILT UPON AREA BLOCK 22A NORTHERN SECTION OF CAROLI NA BEACH TOWN OF CAPOLINA DEACH NEW HANOVEP COUN TY, N.C. SHEET 1 OF 3 10/2/2020 5:ALAND PROJEC]5\CB NO 5EC B'_K 22A LOTS 17A E I bA\dvgA1 213 CANAL DR.d,wg N 30 0 15 30 GO I INCH = 30 FEET LI=(_7[:INJ 1 _-4, PX RICK C BRIC%TnW ®= EXISTING IRON PIPE �= CENTERLINE O= SET IRON PIPE 0— SURVEY NAIL E.B. = ENCLOSED BELOW T AND SURVEYING, PC 4113-A OLEANDER DRIVE WILMINGTON, N.C. 28403 PHONE: (910) 791-1500 E-MAIL: pat Caftistowsurveying.com FIRM LICENSURE NO. C-3071