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HomeMy WebLinkAbout20101009 Ver 1_More Info Received_20110224Strickland, Bev From: Steenhuis, Joanne Sent: Friday, March 11, 2011 8:52 AM To: Strickland, Bev Subject: FW: David Squires Dredging Project- Revisions (1 of 2 emails) Attachments: Sqires Revised Plans 2-11-11.pdf Bev, I'm not sure if I ever sent you this. DWQ # 20101009 From: Howell, Jonathan Sent: Thursday, February 24, 20114:43 PM To: Steenhuis, Joanne; Timpy, David L SAW; Baker, Jessi E Subject: FW: David Squires Dredging Project- Revisions (1 of 2 emails) Attached is a revised plan for the David Squires project. Please review the proposed channel realignment and provide me comments as soon as possible. There will be a second email coming with additional drawings. Thanks. Jonathan From: dckimesC&charter.net jmailto:dckimes0)charter.net1 Sent: Friday, February 11, 20119:32 PM To: Huggett, Doug; Howell, Jonathan; Snider, Holley; Baker, Jessi E; davidsquires: charter.net Subject: David Squires Dredging Project- Revisions (1 of 2 emails) All, Please find the attached revisions to the David Squires Project in Sneads Ferry per the direction from Marine Fisheries and Coastal Management. I am requesting this project resume being reviewed for approval. If any hard copies are needed, please advise. Thanks! Chad Darian Chad Kimes, PE Engineering Services 910-470-4494 C44!? Chad Kimes, PE 104 Newton Road Hampstead, NC 28443 910-470-4494 dckimes gchartennet February 10, 2011 CER'T'IFIED MAIL Mr. John Terwilliger 277 Riverside Drive Sneads Ferry, NC 28460 Dear Mr. Terwilliger, Please fmd the attached application and site plan for the proposed work on your adjacent waterfront property owner Mr. David Squires. As an adjacent landowner, you have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. If you are in agreement with the proposed work, please sign the attached "Adjacent Riparian Property Owner Statement" and return in the attached envelope. If you have any questions, I can be contacted at 910-470-4494. The contact for Division of Coastal Management is Mr. Jonathan Howell. He can be contacted at 252-808-2808. Sincerely, C S4 Chad Kimes, PE Reports Page 1 of 3 http://maps.onslowcountyne.gov/gomaps/reports/report.cfm?CFID=160303 &CFTOKEN= l ... 2/9/2011 Reports Parcel #: PARID: NC PIN: Owner Name: SITUS Address: Property Description: Book: Page: Deed Date: Deed Stamp Amount: Plat Book & Plat Page: Subdivision: Assessed Value: Taxable Value: Building Value: Land Value: Heated Living SQ Ft: Year Built: Assessed Acreage: Adjusted Acres: Legal Acres: Improvement Code: Neighborhood Code: City Limit: Township: Fire District: Mailing Address: Mailing, City, State, Zip 1002-30 015397 429901071966 TERWILLIGER JOHN THOMAS 277 RIVERSIDE DR HALLS PT BE L25 1296 510 02-APR-96 0 02-173 HALLS POINT 436660.00 436660.00 278030.00 158630.00 2948 1996 0.4700 0.4700 D 3166 UNINCORPORATED ONSLOW STUMP SOUND 277 RIVERSIDE DR SNEADS FERRY NC 28460 Page 2 of 3 http://maps.onslowcountyne.govlgomapslreportslreport. cfin?CFID=160303 &CFTOKEN=1... 2/9/2011 0 C ??) Chad Kimes, PE 104 Newton Road Hampstead, NC 28443 910-470-4494 dekimes(acharter. net February 10, 2011 Division of Coastal Management Attn: Mr. Jonathan Howell 400 Commerce Ave. Morehead City, NC 28557 Subject: David Squires Major Permit- Revisions Dear Mr. Howell, Per the direction of Coastal Management and the NC Division of Maine Fisheries on February 7, 2011, I am attaching revisions to the proposed Major Permit for Mr. David Squires. The recommended changes have been made to the attached plans per a conversation with Doug Huggett on February 9, 2011. The following is attached to this letter: L Revised Plan Sheets 1-6. Page 6 is the revised quantities. 2. Revised MP-2 3. Certified Receipts and Letter sent to Mr. Terwilliger 4. Revised Overview Sheets 1-2 Per this letter, I am requesting these revisions be reviewed as quickly as possible. The owner is still requesting this work be performed this year. Therefore, I would like to request an extension on the moratorium in this area of impacts. If you need any additional information, please let me know. Sincerely, Chad Kimes, PE F m L Z .? - 1 `J G L 0 7d 70 a cl z a rn to c t, II .-- d ??N v ????_ ?. ;. ?: ;v?' DARIAN CHAD KIMES, PE DAVID SQUIRES Page ! of ( ENGINEERING SERVICES PLAN SHEET o 1DOC K. 1,?„ ? ale td' l`?.. n?aL.p i ?loMpSor? J ft,1?,rJ ?o .s Eu0 ?loa? C?aN?L t1?i.l-••??? _ s?4? 2 t85t-l 1.s4wl _?•o,J??.I _ ? Z+ Z5 ?1 I?IEI? 1Z?Jt RIP94P O + o o "S ,? - B t-to+?J So oTH c e44AA L RlF RAP fl 495 r? ? 1 t a,.,.l .o $ 0i t RE S N hut-x?leAD -? • - ?•s 0 + so M5 „&A'24uo) • Rt: pc;gct;" ?X1?T'lnKa t z.'Cw) x Zo'C?? , p 4o t) Cok?rasw't?- Ramon. of o cr?g?rUEf nl ? ? ? ca a?rrA ? ??? ps lN Uta4j?'NSiar4S OQ 5*LOPF, Exr RA(" K, I QtPRtAi' F-'?tLkl \????! ?R?nG??l\C\,Z +•CARo"/, 5 4019-ES SEAL gr-; • 03210G - SCALE: ++ PREPARED BY: DARIAN CHAD KIMES, PE '. F 104 NEWTON ROAD HAMPSTEAD, NC 28443 ?14 "fli1? o 910-470-4494 'eEV /D l2$/O *** This is a plan sheet and not a survey. Measurements were made in the field, Existing Surveys, and GIs. - ,) ??? DARIAN CHAD KIMES, PE DAVID SQUIRES age _ 2 of G ENGINEERING SERVICES PLAN SHEET VV/ v U4 V ? P x, IV ? \ V Y ? $,Jc it lop z, o Ak-q 00" NLkj A,/ IS 46U,-7J 9 1 •• C4AA14EL. ?O Si1A Ib 1=1?b1? -Z EX,snris peck, ?Wfu_ DREbUE M'x 14110 'I SIG. G®.4 5T* -- 4ETL A^l D-S I ? "C?tx,l,lllu ?aE? SQL QES -x 1??nU 14 C ?? > `\WclARoj ', SCALE: s r PREPARED BY: DARIAN CHAD KIMES, PE ,"rte I u 104 NEWTON ROAD .? < e, , HAMPSTEAD, NC 28443 ?,•?;1? ?,,.,. 910-470-4494 * * * This is a plan sheet and not a survey. Measurements were made in the field, Existing Surveys, and GIS. DARIAN CHAD KIMES, PE DAVID SQUIRES Page 3 of ENGINEERING SERVICES PLAN SHEET of Q4 150' S Z,?v t R!? S f3AS ? r ?/ Z40 Q E A ----? t 00 A$ 9 loo 1 50 ieo'DisP4SRt_ 51cr CEn) c ZJS' I ?t A, P- e A 15 5'QQ,ke S 165 LEb u?.B?? 30, t ? o a?ul n1?w+ c, $eAL SCALE: r PREPARED BY: DARIAN CHAD KIMES, PE o • p Q 104 NEWTON ROAD HAMPSTEAD, NC 28443 910-470-4494 1'1?65+ r Gw` ? UU?1 *** This is a plan sheet and not a survey. Measurements were made in the field, Existing Surveys, and GIS. DARIAN CHAD KIMES, PE DAVID SQUIRES age -4? of (2 ENGINEERING SERVICES PLAN SHEET NIAn.gw j PU E 2 -. ,. x.o 14--J f4wd t4 LD t414! 4}4-5 r.1%-Q Cabss SEcno4 r?AA rr gyp' ?p ? J AL ?.Cs Z.o 3.0 -:9.0 ,r rr C Rc5 S Sr`c i 1?? Q B • 20' .. 1,0 r t.0 3 ,p s 3 .U 1.5' o.4 A-rEe+GE 'DRtiDGr?C? 2.0' HAY. DEED c;, 1-i - 3 ?L??1 • ?,ad?tZ 1jbAT BAS P N) /4GCC55 c4Ar 4f-L„• r, 96?\A `cARo'' *? O ESS a? SEAL 03106 f SCALE: (rr a O r o4k, 461- PREPARED BY: A IAN CHAD AD ES, PE ?6 77\\ q << jp X.- 5ECT1014 HAMPSTEAD, NC 28443 910-470-4494 ?? Z-/10/11 This is a plan sheet and not a survey. Measurements were made in the field, Existing Surveys, and GIS. DARIAN CHAD KIMES, PE DAVID SQUIRES Page ,-g _ of Lj ENGINEERING SERVICES FLAN SHEET 0 L r? 4Uno I Z 12° X Zo Ga?.cRETE RAC' P j- - 2 w./ G P-OF W IU- IZ 4 4W 7106: Coo sT Aj 1 I I ET [-A-r4 D-S i I ° -34u? ?p?Posa-.D D ??dU D ? '?JQo?ILE` -3 tjw {.... _... .?. .._-- SCALE: PREPARED BY: DARIAN CHAD KIMES, PE 104 NEWTON ROAD HAMPSTEAD, NC 28443 910-470-4494 '??2106 glev Z. Jloj d l *** This is a plan sheet and not a survey. Measurements were made in the field, Existing Surveys, and GIS. DARIAN CHAD KIMES, PE DAVID SQUIRES age (a of Cn ENGINEERING SERVICES PLAN SHEET David Squires Calculation of Quantities Description Length, ft Boat Basin 40 Basin to Dock 55 Dock Area 35 Dock to End Taper 100 Triangle Thompson Dock 10 Thompson Dock to End 60 South Channel 850 (From Boat Basin) SCALE: PREPARED BY: DARIAN CHAD KIMES, PE 104 NEWTON ROAD "'? y ? ?e ' HAMPSTEAD, NC 28443 910-470-4494 *** This is a plan sheet and not a survey. Measurements were made in the field, Existing Surveys, and GIS. Width, ft Area, sf Dredging Depth, ft Cubic Yards, cy 40 1600 1 59.26 15 825 1.5 45.83 30 1050 1 38.89 30 1500 1.5 83.33 30 300 1.5 16.67 15 900 1.5 50100 20 17000 1.5 945.00 Total 23175 Total 1238.981481 Say 1250 cy Cry Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization) Length 1110' 40' 20' Width 15'- 30' 40' 12' Avg. Existing Depth V-3' NLW 2.0' NLW Existing NA NA Final Project Depth 3.0' NLW 3.0' NLW Existing NA NA 1. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 1250 cy NWL c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? if any boxes are checked, provide the number of square feet affected. NCW 84 sf ?SAV ?SB ?WL ?None (ii) Describe the purpose of the excavation in these areas: 28'x 3' area adjacent to ramp will be dredged with wetlands. Boating/Docking, ?This section not applicable b. Type of material to be excavated. Sand/Mud d. High-ground excavation in cubic yards. N/A 2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable a. Location of disposal area. b. Dimensions of disposal area. 263 Riverside Drive- Vacant Lot 215'x 50' c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance? ®Yes ?No ?NA ?Yes ®No ?NA (ii) If no, attach a letter granting permission from the owner. (ii) If yes, where? e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ®None (ii) Describe the purpose of disposal in these areas: Fill f. (i) Does the disposal include any area in the water? ?Yes ®No ?NA (ii) If yes, how much water area is affected? 252-808-2808 .m 1-888-4 A T :m _ .nccoasta1ma _.ge sq t.net revised. 12/26106 Form DCM - (canal and Fill, Page 2 of 3. SHORELINE STABILIZATION ®This section not applicable (If development is a wood groin, use MP-4 - Structures) a. Type of shoreline stabilization: b. Length: ?Bulkhead ?Riprap ?Breakwater/Sill ?Other: Width: c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL: e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12 months? ?Yes ?No ?NA (ii) If yes, state amount of erosion and source of erosion amount information. g. Number of square feet of fill to be placed below water level. Bulkhead backfiil Riprap Breakwater/Sill Other i. Source of fill material. h. Type of fill material. 4. OTHER FILL ACTIVITIES ?This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, (ii) Amount of material to be placed in the water 2.7 cv concrete (iii) Dimensions of fill area 12' x 20' Ramp (iv) Purpose of fill Replace the existing 12'x 20' concrete ramp. This is a replacement, so the fill is the same. 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Silt Fence, graded, seeding c. (i) Will navigational aids be required as a result of the project? ?Yes ONo ?NA (ii) If yes, explain what type and how they will be implemented. submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ®CW 36 ?SAV ?SB ?WL NNone (ii) Describe the purpose of the fill in these areas: 12'x T area of wetlands have formed on existing ramp. Fill is replacing existing ramp b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Excavator, Barge, Bobcat d. (i) Will wetlands be crossed in transporting equipment to project site? ®Yes ?No ?NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. 18'x 55' barge with a 2.5' draft with a 20' ramp will be used at high water to unload spoils at bulkhead. No wetlands will be impacted with this procedure. Bobcats will push the material off the ramp September 27, 2010, Revised 10/28/10, Revised 2/10/11 Chad Kirftps, PE Date Squires Dredging Name plicant 252-808-2808 -- 1-888- R AST -- wvv nccoastaIm na er ent.not