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Home My WebLink About20210093 Ver 1_Meeting Request Review_20210113ID#* 20210093 Version* 1 Regional Office* Wilmington Regional Office - (910) 796-7215 Reviewer List* Holley Snider Pre -Filing Meeting Request submitted 1/13/2021 --...--...--...--..._. __ .__......... .....--....--...._. Contact Name * John Perrine Contact Email Address* Project Name* Project Owner* Project County* Owner Address: jperrine@parkerjacksonville.com North Morehead Extension Jim & Em Properties, LLC Carteret Street Address 903 Hamilton Dr Address Line 2 oty Morehead City Fbstal / Zip Code 28557 Is this a transportation project?* r Yes t: No Type(s) of approval sought from the DWR: W 401 Water Quality Certification - r 401 Water Quality Certification - Regular Express ❑ Individual Permit F Modification ❑ Shoreline Stabilization Does this project have an existing project ID#?* r Yes t- No State / Province / Fbgion NC Country USA Do you know the name of the staff member you would like to request a meeting with? Please give a brief project description below. * The project involves a planned residential development to add 17 lots and has more than 1/10th of an acre of proposed impervious. Please give a couple of dates you are available for a meeting. 1 /18/2021 1 /19/2021 1 /21 /2021 Please attach the documentation you would like to have the meeting about. N.MHC Ext.Sketch Plan 12.7.20.pdf 1.85MB 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 OI&W Submittal Date 1/13/2021 Reviewer Meeting Request Decision Has a meeting been scheduled?* 0 Yes 0 No Legend: Calico Court Subdivision Calico Court Subdivision Evergreen Park Subdivision M.B. 9, Pg. 48 M.B. 9, Pg. 48 l M.B. 5, g. 40 Zone R7 ex. 20' utility & drainage easement Zone R7 - Single Family _ per M.B..9-N. 48 1 Single Family - J 1 & 1 Single Family / Part of 2 \ ` ` 3 4 ` ` 3'1 1 , 2�e i _1 �' I \ Part of 2 f 1 Part of 1 / 1 P.I.N. #638609158230000 P.T.N. #638609153301000 emh #8-12 P.I.N. #638609153289000 P.I.N. #638609154360000 'y P.I.N. 9638609155248000 P.I.N.#6386091571260Q0 y rim 5.901 + P.I.N. #638609155248000 1 inv.0.91 ` ` ` 1 1 ex. 20' drainage `l I I 41 a emh #8-1] easement per ex. 20" drainage rim 4.64 inv. 0.78 M.B. 6, Pg. 83 1 easement per j ex, 20' draina a easement M.B. 9, Pg, 48 P ii per M.B. 6, Pgg83 ` 1 seW� ` ` 1 I --------------------- --- y — — — — — `^ — ex. 24 cpP 1 5 68016'48" E 443.50' r 7 65.00' — — — 65.00� 65.00' 100.00` — — — — 79.49� — 569°09'48"E 126.28' —�-- _ 3.08 14 _—-------- ---------------_...---...,. — -- 1 — — — ^— — — J 4.01' f } ex. canal ditch 404 Wetlands ex. canal ditch - 404 Wetlands >, l f5' Rear MBL f� +. JJ ry y ,� W y w y y y y-�-y. W •rW1 y y y w W y y * J✓ y y y ;nv.. — ——y i_ — — W— — — .,v. — — — —�——� w —1y Cal Y 7� end 404 Wetlands l o l 17 ' Proposed 30' I I at ex. ditch l P.I.N. ##636609158074000 Proposed 20' Proposed 30' I I Drainage Easement 1 l l (Stormwater Wetland) l in I Drainage j j Access and UtilityLn I I I Easement 1 ^ �! Easement I m I o 1 i 1 1 32 � l l l - l w I j a� laLi� 4� °on I O ,� I 31 l 6>' o �t" f i 1 31 l I I I Section 3 P.I.N. #638609152107000 o l m iii , oy, I l Proposed 20` /.. i ` l North Morehead Block ! Drainage 1 M.B. 3, Pg. 126 Proposed 20' f I Easement l l J Zone R7 Drainage I I I J / l Single Family Easement North Morehead Extension ! I Block 1 � l � / / cob � l ex, 20' drainage easement M.B. 6, Pg. 83 ` �:: 1 f 010 / ¢ per M.B. 6, Pg. 83 Zone R7 y J R/W R-50' N / 1,'fr' / h. l Single Family I 25' MBL j r L — 25' MBL �9, v / S l l ex. 10' utility easement �— ts4 Per M.B. 3, Pg. 126 Block ' 18 i edi >' 99.21' 65.00' I 65.00' 65.00' R/W top 4.43 }"E1s 99.85` / / ` c'l� l P.I.M. #638613148962000 N 36015'41" E 61,86' ex. inv. / 1 30 ll l l 1.07 395.09' 1 y l l ex. straight faced curb — I —L To Ex. Street eo I 1 l na �— ex. water line II emh #8-z1 1 N Harrell Drive 1 Proposed 24" Intersection a l a ex. asphalt v U rim 4.50 N 68009' 27" W l street ex. inv. inv. in 0.90 t Rol led Curb BOC R=40' l 60' Public R/W 1.06 inv, in 0.30 inv. out 0.28 $OC R=4Q' ex. 5traight faced curb 1 4 A ex. sanitary sewer 116.04' 1 u+ l emh 48-22 65.00' 76.83' �� -- inv. 1.78 R W— -- — —„ s 99.37' 65.00' l l l � f05.91 � Proposed Proposed 1 ! Proposed 5' I H/C Ramp l l \ 19 i H/C Ramp 25' MBL Sidewalk — ill ll P.I.N. #638613I48852000 1 a I Lq i[1 l4 0 l 4 m ! C Coin 72 -2 u1 147.06' ti m o f n 1� I I 10' Side MSLC3 L - Ln ll ll ✓1z 11 .� ! 1Q(13 co i I z 28 ll �l 20 ; r . _ 0 l W j ` '" I r+ ., 97.97' Proposed 24" l P.I.N. #638613141935000 Ln ! ! I p l o l ` P.T.N. #638613148755000 Rolled Curb l 10' Side MBL l l l N � I j Proposed 30' I � 1 Access and Utility l Easement Proposed 20' I l ` 1 I Drainage 27' 9-8 - 161.58' l Proposed 20' j I Easement i y ul I w f o l Drainage j Block H Easement j w r N o, l Note: Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential conflict, error or question regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer shall not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured, Ac. - Acreage S-B - Back of Curb to Back of Curb cpp - Corrugated Plastic Pipe D.B. - Deed Book edi - Existing Drop Iniet efh - Existing Fire Hydrant egv - Existing Gate Valve EIS - Existing Iron Stake emh - Existing Manhole ex. - Existing H/C - Handicap M.B. - Map Book MBL - Minimum Building Line Pg. - Page P.I.N. -Parcel Identification Number R/W - Right-of-way Typ. - Typical i; - Centerline 1 ; - Adjoining Lot Number ' - Proposed Lot Number Wetlands w w w w N — _ —�— —�- ----I— ------ — -- J —f—'L ,— 114_84`—_ ------65.11— 65.11' —�—� ----� _--- _ __ l �l ` `21' ----- --- — — `---- —_--92.74' — 60.OQ' — —� — — ---- - —_] l ` — — — — l P.I.N. #638613148637000 N6B°03'13"W 78.77' 530045'06"W 10.21' ,—-------- --`_ `� ----� —_ -- —------- _-176,10-------� l l N 64051'14" W 573— — — _ _ l Section 3 ex. 10' ex. 20' drainage easement i ex. 20' drainage — utility North Morehead easem.•, � M.B. 3, Pg. 126 per M.B. 6, Pg. 83 i M.B 6ePgp83 er easement per ! a 4J 1 ex. 20' drainag e f y f Zone R7 1 M.B. 3, Pg. 139 a J 1] Single Family North Morehead Extension i f j � � easement per ex. utility M.B. 83 per Zone R7J! ++ M.B. 6, Pg. 83 M.B. 3, Pg. 139 ' Single Family f N 22 i Bock A rn 1 1 / U.N. #638613148630000 r�27 \ ` 2 r3,4, _ P I.N. #63861314661400Q P.I.N. #638613146614000 & 5� 1 Proposed 5' � 3 r' _ \ 1 P.I.N, #638613146614000 Sidewalk ` f P.I.N. #638613141739000 f 26 r r CUP.T.N. #638613146614000 r 1 # .> 25 ' f North Morehead _� f P.I.N. #638613146680000 f M.B. 3, Pg. 139 ,` Q 1 I 1 ~� 1 Zone R7 J j Single Family ex. 27'. QJ I !J b-b North Morehead M.B. 3, Pg, 139 f J Zane R7 1 — r Single Family R/W emh 48-1A emh 38 emh #7-39 inv. ou .44 f sanitary r rim 3.69 � inv. out 2.02 ex, sewer inv. (-)0,50 eyv ex. sanitaryEmeline Place er —' emh #e-1 Proposed H/C Ramp in . (-)2.65 60' Public R/W ,/1°iJ cS ex, water iine 0 6 — egv egv �• roiled curb emh at lift 5`s egv station efh — rim 4.08 r — _� �— �- emh #7-32 inv. out 0.56 R/ W rz '> F Q"i -4 a Total Area 5.69 AC. Acreage in Open Space .......... 0.00 Ac. Acreage in Right--of-way ........ 0.97 Ac. Jurisdiction Town of Morehead City (R7 Zone) Number of Lots ................. 17 Minimum Lot Width 65' Minimum Lot Size ..•............ 7,000 Sq, Ft. Average Lot Size ............... 11,448 Sq. Ft. Smallest Lot Size .............. 8,410 Sq. Ft. (Lot 6) Linear Feet of Streets ......... 667 L.F. Proposed Use ................... Detached Single Family Dwellings Existing Land Use .............. Vacant/Undeveloped Water Service .................. Town of Morehead City Sewer Service .................. Town of Morehead City Fire District .................. Town of Morehead City P.I.N. #638613145829000, 4638613142904000, #638609152196000, and 4638613146785000 Deed Ref.: D.B. 1622, Pg. 419-420 M.S. 3, Pg. 139 M.E. 6, Pg. 83 Minimum Dimensional Standards Front Yard Setback ............. 25' Min. (at Min. Lot Width) Side Yard Setback .............. 10' Min. Rear Yard Setback .............. 15' Min. Notes: 1. All streets to be public. (Town of Morehead City) 2. All street right-of-way to be 60' unless otherwise noted, 3. Pavement width to be 27` between back of curb to back of curb. 4. This entire site is within special flood hazard area AE Elev. 6.0 (Elev. 9.0 Proposed) per FEMA CPN # 370048 6386 J (Town of Morehead City) effective 07/16/03, 5, All easements are drainage & utility at dimensions shown, unless otherwise noted. Easements shown as — — — —_ or— — — — —, except along street rights -of -way. 6. All easements are dedicated for public use, unless specifically noted otherwise. Public use means that public entities and the general public may use the easement, but does not mean or imply that any entity does or will use, or does or will maintain any feature (drainage or utilities, etc.) inside the easement. 7. Development Area is Vacant/Partially Wooded, 8. There are no Areas of Environmental Concern (AEC) as defined by the Coastal Area Management Act (CAMA) on this site. 9. Boundary information taken from survey by Prestige Land Surveying, P.A. done in March, April, & June 2019. 10. Wetlands information taken from USACE Jurisdictional Determination dated 6/19/20, Action ID: 5AW-2019-02358. `,ttlyrrrrrrrrr+� vk L't F SS ��Z/�'�'' F •8 'J'. �- 37928 2� Sketch Plan - Not for Recordation, Conveyances or Safes NORTH MOREHEAD EXTENSION Map Book 6, Page 83 Revision Town of Morehead City, Carteret County, North Carolina For: Jim & Em Properties, LLC 5113-D Highway 70 West Morehead City, North Caroline 28557 DATE: 12/7/2020 0 20 40 80 120 SCALE:1"=40' FEET BELL AND PHILLIPS COGO: n1a Consulting Engineers - Land Surveyors - Land Planners Project:20799 Cedar Point, North Carolina Filename: NorthkioreheadExt-GenAwg 604E Cedar Point Boulevard prawnBy. JJS 52) 393-6101- www.BallandPhillips.com Job No.:.: : S200407-7338 Sheet 1 O 1 Phone (2Firm License Number: F-0108 ps.