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Home My WebLink About20110040 Ver 1_Application_20110601~~~.v ~D 1 ~0)' O STATE OF NORTH CAROLINA I~~,, ~,r~k. • „ -^"SANDST~tt:~~~ ry DEPARTMENT' OF TRANSPORTATION ~Mw^,~e~cN BEVERLY EAVES PERDUE EUGENE A. CONTt, JR. GOVQtNOR SECRETARY April 12, 2011 WBS Element Number: 2B20071 I County: Beaufort Description:. Beaufort 314, SR 1721,Little Creek Road Over Little Creek MEMORANDUM TO: Stephen Lane, NCDCM Field Representative Tom Steffens, USACOE Field Representative Garcy Ward,NCDWQ Field Representative Sonia Carillo,NCDWQ Administrative Assistant FROM: Jay Johnson Division 2 Environmental Officer SUBJECT: Permit Modification for Design Change and Sheeting for De-Watering Division 2 respectfully request a CAMA Permit Modification of Permit Number 55253 and for USACOE Action IDSAW-20 1 1 00279 RGP 31. The original design was permitted fora 14' x 8'-T' x 40' CAPPA .The revised design is a proposed 25'-4" x 8'- 7" x 27' CAABC. Sheet Piling for DeWatering and a Proposed Temporary 40' x 24" CMP are also shown on the revised plan. Temporary Cofferdams will be driven for Dewatering Operations and the site will be pumped dry. Permanent Sheeting will be installed and will tie into the proposed Aluminum Box Culvert. The Existing Bridge will then be removed and the Proposed Box Culvert will be installed. The installation site of the Proposed Box Culvert will be backfilled and the Temporary Cofferdams Removed. The Temporary 40' x 24" CMP will be removed. Embankment Stabilization Sheet Piles will be driven. The Existing Timber Headwalls will be retained for shoulder stabilization. MAILBYG ADDRESS: NC DEPART.M~2J'r OF 712ANSPORTATION DMS[ON OF HIGHWAYS P.O. Box 1587 GREENVRl.E, NC 27835 7E[.EPHGNE: (252)695-2044 FAX: (252) 830.3341 WEB.SRE: WWWNCOOT.GOV The revision will have additional impacts due to the proposed sheeting for De-Watering. The original impacts were 357 Square Feet (0.008 Acres) of Coastal' Wetlands and no 404 Wetland Impacts. The Proposed Design has 585 Square Feet (0.01 Acres) of Coastal Impacts, No 404 Wetland Impacts and 60 Lineaz Feet of Stream Impacts. and 765 Square Feet of Temporary Open Water Impacts. A Revised Plan Sheet, a Revised DCM- MP2,DCM-MPS, and a Revised Pages 4 and 5 of the PCN aze attached. Your assistance is this matter is greatly appreciated. JBJ/ms ~~:,;: C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ^ WeUands ®Streams -tributaries ^ Buffers ® Open Waters ^ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impaled. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impal Type of jurisdiction number - Type of impal Type of wetland Forested (Corps - 404, 10 Area of impal ' Permanent (P) or (if known) DWQ -non-404, other) (acres) Tem ora W1 ^ P ^ T ^ Yes ^ No ^ Corps ^DWQ 0 Sq. Ft. W2 ^ P ^ T ^ Yes ^ No ^ Corps ^DWQ 0 Sq. Ft W3 ^ P ^ T ^ Yes ^ No ^ Corps ^ DWO OSq. Ft. W4 ^ P ^ T ^ Yes ^ No ^ Corps ^DWQ 0 Sq. Ft. W5 ^ P ^ T ^ Yes ^ Corps ^ No ^DWQ W6 ^ P ^ T ^ Yes ^ Corps ^ No ^DWQ 2g. Total wetland impacts 0 Sq. Ft. 2h. Comments: No 404 Wetland Impacts 565 Sq. ft. (Additional 228 Sq. Ft.) Coastal Impals 3. Stream Impacts If there are perennial or intermittent stream impals (including temporary impacts) proposed oh the site, then complete this question for all stream sites impaled. 3a. 3b. 3c. 3d. 3e. 3f. 3g. SVeam impact Type of impact Stream name Perennial Type ofjurisdiction Average Impal number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non~04, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ^ T Box Culvert Little Creek ®PER ^ INT ^ Corps ®DWQ 30' 30' S2 ^ P ^ T ^PER ^ Corps ^ INT ^ DWO S3 ^ P ^ T ^PER ^ Corps ^ INT ^DWQ S4 ®P ^ T Box culvert Little Creek ®PER ^ INT ^ Corps ®DWQ 30' 30' S5 ^ P ^ T ^PER ^ Corps ^ INT ^ DWO S6 ^ P ^ T ^PER ^ Corps ^ INT ^DWQ 3h. Total stream and tributary impacts 60 LF 3i. Comments: 60 Linear Feet of Stream Impals Page 4 of 10 PCN Form -Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Pennanent(P)or Tem ora 01 ^ P ®T Little Creek De-Watering Tributary 270 Sq. Ft. 02 ^ P ®T Little Creek De-Watering Tributary 105 Sq. Ft. 03 ^ P ®T Little Creek De-Watering Tributary 210 Sq. Ft. 04 ^ P ®T Little Creek De-Watering Tributary 180 Sq. Ft. 4f. Total open water impacts 765 Sq. ff. 0.02 Acres 4g. Comments: 0.02 Acres (765 Sq. Ft.) Open Water Impacts 5. Pond or Lake Construction If and or lake construction ro sect, then com lete the chart below. Sa. 5b. 5c. 5d. Se. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total None 5g. Comments: None ' Sh. Is a dam high hazard permit required? ^ Yes ^ No If yes, permit ID no: 5i. Expected pond surface area (acres): Sj. Size of pond watershed (acres): 5k. Method of construction: 8. Buffer Impacts (for DWQ) If project wilt impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire mRi ation, then ou MUST fill out Section D of this form. 6a. ^ Neuse ®Tar-Pamlico ^ Other: None Project is in which protected basin? ^ Catawba ^ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number- Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora im act r wired? B1 ^ P ^ T O Nos 0 Sq. Ft. 0 Sq. Ft. B2 ^ P ^ T ^ Nos 0 Sq. Ft. 0 Sq. Ft. B3 ^ P ^ T ^^ Nas 0 Sq. Ft. OSq. Ft. 6h. Total buffer impacts 0 Sq. Ft. 0 Sq. Ft. 6i. Comments: No Buffer Impacts Coastal Marsh Page 5 of 10 PCN Form -Version 1.3 December 10, 2008 Version =7: "'. _. ;1 'ri := _ =..c¢a ~;:;i:ir. r: cud ;=iii. ?age 2 07 2) 3. SHORELINE STABILIZATION ^This section not applicable (If development is a wood groin, use MP-4 -Structures) a. Type of shoreline stabilization: b. Length: 180' !90' East And 90' WestL Bulkhead ~Riprap ^Breakwater/Sill ^Other: c. Average distance waterward of NHW or NW L: 3' e. Type of stabB¢atlon material: Class B Man g. Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap 60' For Pipe Bedding BreakwatedSill Other Pipe Beddine i. Source of fiN material. wdtn: s'-ta d. Maximum distance waterward of NHW or NWL: 5' f. () Has there been shoreline erosion during preceding 72 months? ^Yes ®No ^NA (ii) If yes, state amount W erosion and source of erosion amount information. h. Type of fill material. Granite? 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fll 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 (iii) Dimensions of fill area (iv) Purpose of fill submerged aquatic vegetation (SAV), shell bottom (S B), or other wetlands (VNL)? If any boxes are checked, provide the number of square feet aRected. ^CW ^SAV ^58 _ ^WL ^None (7 Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion conbolled? Sik Fences and Rip Rap c. (i) Will navigational aids be required as a resuR of the project? ^Yes ®NO ^NA (ii) If yes, explain what type and how they will be implemented. b. What type of construction equipment wily lx wed (e.g., dregline, backhce, a hydraulic dredge)? Typical Road and Bridge Consruction Equipmem d. (] Will wetlands be crossed in transporting equipment to project sde? ^Yes ®No ^NA (u) If yes, explain steps that will be taken to avoid or minimize environmental impacts. October 1, 2010 Revised March 31, 2011 Date Permit Modificatlon Beaufort 314 SR 1721, Little Creek Road,Bndge To pipe Replacement WBS Element Number 28.200711 Project Name Jay B. Johnson Applicant me ~, Applicant at e Farm DCM MP-5 BRIDGES and CULVERTS Attach this form to Joint Application for CAMA Major Pernd, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed projecf Please indude all supplemental information. 1. BRIDGES ®This section not applicable a. Is the proposed bridge: b. Water body to be crossed by bridge: ^Commerciaf ^PublidGovernment ^Pdvate/Commun'dy c. Type of bridge (construction matedal): e. (i) Will proposed bridge replace an existing bddge? ^Yes ^No If yes, (u) Length of existing bridge: (iii) Width of existing bridge: _ (iv) Navigadon clearance underneath existing bridge: (v) Will all, or a part of, the exislirg bridge be removed? (Explain) d. Water depth at the proposed crossing at NLW or NWL: f. n Will proposed fridge replace an existing culvert? ^Yes ^No If yes, n Length of existing culvert: in Width of existing culvert (v) Height of the top of the existing culvert above the NHW or NWL: (v) Will aU, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge: h. WidN of proposed bridge: i. Will the proposed bridge affect existing rater Rov/? ^Yes ^NO j. Wdl the proposed bridge abed navigation by reducing or If yes, explain: increasing the exsf6tg navigable opening? ^Yes ^No Ryes, explain: k. Navigatlon clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard conceminp their . t approval? ^Yes ^No If yes, explain: m. Will the proposed bridge cross vretlands containing no navigable n. Height of proposed hddge above wetlands: waters? ^Yes ^No ff yes, explain: 2. CULVERTS ^This section not applicable a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed: Little Creek < Form co~inues on back> r .. •-,. .. ;.ii ?lj:r-.7 :._,. yr=a ~r: _, +., ui~:':, ,.:::. ~ 2cf= c. Type of culvert (construction matedal):- 25'-4" x 8'-7" x 2T CAABC d. (i) will proposed culvert replace an existing bridge? ®Yes ^No If yes, (ii) Length of existing bridge: 26' (iii) wxfth of existing bridge: 19.2' Clear Roadway 20.1' Out To Out (iv) Navigation Gearance underneath existing bridge: 1' (v) Wi0 all, or a part of, the existing bridge be rertroved7 (Explain) All of the 6risting Bridge will be Removed f. Length of proposed culvert: 2T h. Height of the top of the proposed culvert above the NHW or NWL 4.58' j. Will the proposed culvert affect navigation by reduarg ar increasing the existing navigable opening? ®Yes ^No if yes, explain: The Hydraulic Opening will Increase Due To The Increased Height Of The Proposed Box Culvert e. () Wll proposed culvert replace an existing culvert? ^Yes ®No If yes. (q Length of existing culvert(s): (m) with of existing culvert(s): (rv) HeigM of the top of the exstetg culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Expain) g- Wxfthot proposed culvert: 25'-0" -- i. Depth of culvert to be buried below exfsting bottom contour. 1' k Wdlfhe proposed culvert affect existing rater flow? ^Yes ®No If yes, explain: 3. EXCAVATION and FILL ^This section not applicable a. (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ®Yes ^No If yes, (ii) Avg. length W area to be excavated: 37' For Box Culvert Beddinb' (iii) Avg. width of area to be excavated: 29' for Box Culvert Bedding (iv) Avg. depth of area [o be excavated: 1_0' (v) Amount of material to be excavated in cubic yards: 40 Cubic Yards c. (i) Will the placement of the proposed bridge or culvert require any high~ground excavation? ®Yes ^No If yes, (ii) Avg. length of area to be excavated: 5' (iii) Avg. width of area to be excavated: 5' (iv) Avg. depth of area to be excavated: 4' (v) Amount of matedal to be excavated in cubic yards: 4 Cubic Yards b. () Will the placement of the proposed bridge or culvert require any excavation wdhin coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell Ixrttom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square (eet affected. ®CtN 56.5 Sa. R. ^SAV ^SB ^WL ^NOne (rl).Descrtbe the purpose oT the excavation in these areas: Sheeting For De-Watering d. If the placement of the bridge or wlvert involves arty excevation, please canplMe the fo0owing:.~ () Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road (ii) Dimensbns of the spoil dsposal area: 100' x 200' (ni) Do you claim title to the deposal area? ®Yes ^No (H no, ettech a letter granting pemrission hnm the owner) (iv) Will the disposal area be available for future maintenance? ®Yes ^No (v) Does the disposal area include arty coastal wetlandslmarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (W L), or shelf bottom (SB)7 ^CIIV ^SAV ^WL ^SB ®None If any boxes are checked, give dmeruions if ddterent from n above. (vi) Does the disposal area include any area below the NHW or NWL? ? ^Yes ®No If yes, give dimensiore if different from n above. e. (ij Will the placement of the proposed bddge or culvert result in any f. fiA (other than excavated matedal described in Item d above) to be placed below NHW a NWL1 ®Yes ^No If yes, (ii) Avg. lergth of area to be filled: 3T (ii) Avg. width of area to be filled: 29' (rv) Purpose of fill: Pipe Bedding g. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated matedal described in Item d above) to be placed on Mgh-ground? ®Yes ^No If yes, (ii) Avg. leryth of area to be filled: 270' (ii) Avg. width of area to be filled: 40' (iv) Purpose of fill: Raise Existing Grade to Accommodate Proposed Box Culvert () W~1 the placement of the proposed bridge or wlvert result in any fill (other than excavated material described in Item d above) to be placed within coastal wetlandslmarsh (CVV), submerged aquatic vegetation (SAV), shNl bottom (SB), or other wetlands (WL)? It any boxes are dmcked, provide the number of square feel affected. ^CW ^SAV ^SB _ ^WL ®None n Desaibe the purpose of the excavation m these areas: a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of an temporary utility lines? ^Yes ®No detour structures? Yes ®No If yes, explain: ff yes, explain: lythls poMOn oI the proposed project has already received approval Jrom low! authorities, please attach a copy otthe approval or certification. < Form co~inues on back> c. Will the proposed project require any. work channels? d. How wi0 excavated or fill material be kept on site and erosion ^Yes ®No controlled? If yes, complete Form OCM-MP-2. ~ Turbidity Curtains and Sitt Fences wilt be used to retain sediment on-site e. What type of construction equipment will be used (Tor example, dragline, backhce, or hydraulic dredge)? Typical Bridge Construction Equipment f. Will wetlands be crossed in transporting equipment to project sRe7 ^Yes ®No If yes, explain steps that will be taken to avoid or minim¢e env"vonmeMal impacts. g. Will the placement of the proposed bridge or culvert require any shoreline stabilization? ®Yes ^No /f yes, complete /onn MR2, Sectran 3 for Shoreline Stabilrcation onty. October 1,2010 Revised March 31, 2011 WBS Element 28.200711 Debit $400 Date Beaufort 314 SR 1721, Little Creek Road, Bridge to Box Culvert Replacement, Beaufort County WBS Element Number 28.200711 Project Name Jay B. 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