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HomeMy WebLinkAbout83-93 Beaufort County Water District IIPerynit Class Permit Number STATE OF NORTH CAROLINA Deparument of Environment, Health m Natural Resourcer and Coastal Resources Commission Vermit for Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Beaufort County Water District II, Long Acre West, P. O. Box 1027 Washington, NC 27889 County at Pamlico River and its tributaries, in Long Acre West as requested in the permittee'sapplication dated wings ;sings. tvnical trench for estuarine shoreline. stye mans and This permit, issued on July 30, 1993 is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. General 1) Prior to any work at Site Nos. 1, 2, and 7, a pre -construction meeting between the contractor and a representative of the Division of Coastal Management must be held at the site. Excavation and Filling 2) The area of waters and wetlands that is disturbed must be limited to the minimum necessary to construct the utility line. 3) All excavated materials from Site Nos. 1 and 2 will be removed and placed on an approved highground site. (See attached sheet for additional conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31, 1996 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. — 2�� �'-L �� (��' - Roge N. Schecter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Beaufort County Water District 11 Permit #83-93 Page 2 of 3 ADDITIONAL CONDITIONS 4) All wetlands that are excavated at Site No. 2 will be returned to pre-existing contours, not to exceed the elevation of adjacent non -disturbed wetlands. 5) In wetlands, the top 6" to 12" of the trench should generally be backfilled with topsoil from the trench. 6) The temporary placement of excavated or fill material in waters or'wetlands will be for the absolute minimum period of time necessary to accomplish the work. 7) The trenches and Site Nos. 1 and 2 will be a minimum width necessary to place the pipe. NOTE: This project is authorized by the Division of Environmental Management under General Water Quality Certification #2664 issued on 1/21/92. Sedimentation and Erosion Control 8) All excavated materials at Site Nos. 3 and 7 will be placed on highground and stabilized so as not to enter any adjacent surface waters or wetland vegetation. 9) Any exposed slopes and streambanks must be stabilized immediately upon completion of the utility line. 10) Stabilization is required immediately upon completion of each individual crossing. 11) Excess material must be removed to upland areas immediately upon completion of construction. NOTE: An Erosion Control Plan was approved by the Division of Land Resources on 4/27/93. Riprap and Utility Line Placement 12) No riprap will be placed on any wetlands at Site No. 2. 13) All riprap at Site Nos. 1 and 2 will be retained at or above the normal water line. 14) Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the State until the concrete has hardened. NOTE: Prior to any pipe placement, the applicant must obtain all necessary easements on both State and private properties. Beaufort County Water District II Permit #83-93 Page 3 of 3 ADDITIONAL CONDITIONS NOTE: Work within highway rights -of -way must be coordinated through the District Office of the Division of Highways in Washington. NOTE: Plans and specifications for the water system must be prepared by an engineer licensed to practice in North Carolina and submitted to the Plans Review Branch of the Division of Environmental Health prior to construction. Adj. Rip. Prop Notices Rec'd: Application Assigned to: C) 75 Day Deadline: Mail Out Date: Federal Due Date: Permit Final Action: Issue D) P [P APPLICATION TRANSMITTAL/PROCESSING nwn Ill J U N 0 1 1993 I A) Applicant: Beaufort Count Water District II Coun t- Beaufort Long Acre West Location of Project: Beaufort County, Town of Washington Park Date Application Received Complete by Field: 11 May 1993 Field Recommendation: Attached X To be Forwarded Consistency Determination: Attached To be Forwarded X Field Representative: GncsPtt District Office: Washington District Manager Review: B) Date Application Received in Raleigh: Fee Rec'd: Public Notice Rec'd: End of Notice Date: Deed Rec'd: on 150 Day Deadline: State Due Date: Fed. Comments Rec'd on Deny Draft on AGENCY DATE COMMENTS RETURNED OBJECTIONS YES NO NOTES Coastal Management District Office Division of Comm. Assistance Land Quality Section Div, of Env. Management State Property Office Div. of Archives 6 History Div. of Env. Health Div. of Highways Wildlife Resources Commission Div. of Water Resources Div. of Marine Fisheries Please type or print. Carefully describe all anticipated development activities, including construction, excava- tion, filling, paving, land clearing, and stormwater con- trol. If the requested information is not relevant to your project, write N/A (not applicable). Items 14 and 8-9 must be completed for all projects. 1 APPLICANT Beaufort County Water District II a. Name Long Acre Wes[ Address P.O. Box 1027 City Washington State NC Zip 27889 Dayphone (919)946-0079 N/A Landowneror N/A Authorized agent b. Protect name (if any) Beaufort County Water District II Long Acre West - Phase I c. If the applicant is not the landowner, also give the owner's name and address. See attached narratives 2 LOCATION OF PROPOSED PROJECT If you plan to build a marina, also complete and attach FormDCM-MP-2. N/A b. Is the proposed activity maintenance of an existing project, new work, or botfL) New work c. Will the project be for community, private, or commercial use? Community d. Describe the planned use of the project. To provide potable drinking ,A ror to sections of Long Acre Township, 4 LAND AND WATER CHARACTERISTICS a. Size of entire tract Overall, 48 acres b. Sits of individual lot(s) N/A c. Elevation of tract above mean sea level or National Geodetic Vertical Datum N/A d. Soil type(s) and texture(s) of tract a. Street address or secondary road number See narratives See attached narratives e. Vegetation on tract b. City, town, community, or landmark See attached narratives c. County Beaufort d. Is proposed work within city limits or planning jurisdiction? See attached narratives e. Name of body of water nearest project See attached narratives 3 DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Installing water lines for Duhlir water sygrem f. Man-made features now on tract N/A g. What is the CAMA Land Use Plan Classification of e site? (Consult the local land use plan.) gy, ect crosses several classifications e ow: x Conservation x Transitional x Developed x Community x Rural _ Other L How is the tract zoned by local government? c,-, .q ( l . tr {, � c/1'1�4 � I P fiCr TYc ,�, (. iv [ Ste-f4,ctied c�9/43 1*r+ef Pnrk. i. How are adjacent waters classified? See narrative j. Hasa professional archaeological survey been carried out for the tract? No If so, by whom? JA 5 UPLAND DEVELOPMENT Complete this section if the project includes any land development. a. Type and number of buildings, facilities, or stivcturesproposed N/A b. Number of lots or parcels N/A c. Density (Give the number Nf residential units and the units per acre.) d. Size of area to be graded or disturbed See narrative e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. if applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? Yes f. Give the percentage of the tract within 75 feet of mean high water to be covered by impermeable surfaces, such as pavement, buildings, rooftops. N/A g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. h. If applicable, has a stormwater management plan been submitted to the Division of Environmental Management? N/A i. Describe proposed sewage disposal and/or waste water treatment facilities. j. Have these facilities received state or local approval? k. Describe existing treatment facilities. 1. Describe location and type of discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down"). N/A M. Water supply source This is the source. n. If the project is oceanfront development, describe the steps that will be taken to maintain established public beach accessways or provide new access. o. If the project is on the oceanfront, what will be the elevation above mean sea level of the first habitable floor? N/A 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excavation or fill activities (excluding bulkheads, which are covered in Section 7). Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW Upland fill areas Length Width Depth N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A.¢, r<": b. Amount of material to be excavated from below water level in cubic yards See narratives MAteri—al varies from site to C. Typeofmaterial site from organic material to sand. d. Does the area to be excavated include marshland, swamps, or other wetlands? See narratives e. High ground excavation, in cubic yards See narratives 2 3/91 f. Dimensions of spoil disposal area g. Location of spoil disposal area h. c. Shoreline erosion during preceding 12 months, in seo. See narratives d. Type of bulkhead material N/A e. Amount of fill, in cubic yards, to be placed below Do you claim title to the disposal area? No mean high water See narratives If not, attach a letter granting permission from the oar, Con sractor �{�{o arranQa disposal area.f spoil wigYtb°enacw2ttack wgeregit was Will a disposal area be avai)Pable for future excavated. maintenance? N/A — If so, where? 8 Type of fill material Class 1 Rip rap ADDITIONAL INFORMATION j. Does the disposal area include any marshland, In addition to the completed application form, the follow - swamps, or water areas? MIA ing items must be submitted: k. Will the fill material be placed below mean high A copy of the deed (with state application only) or other water? Rip rap on shores of creek crossings.instnunent under which the applicant claims title tothe affected property. If the applicant is not claiming to be 1. Amount of fill in cubic yards N/A the owner of said property, then forward a copy of the m. Type of fill material N/A deed or other instrument under which the owner claims title, plus written permission from the owner to cant' out n. Source of fill material N/A the project. o. Will fill material be placed on marsh or other N/A An accurate work plat (including Ian view and cross P gP wetlands? sectional drawings) drawn to scale in black ink on an 8 p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources N/A Commission Rule 7J.0203 for a detailed description.) q. How will excavated or fill material be kept on site Please note that original drawings are preferred and and erosion controlled? Except for creek crossings, excavated only high quality copies will be accepted. Blue -line material will be placed back in trench prints or other larger plats are acceptable only if 18 high after water line is installed. Check dams, quality copies are provided by applicant. (Contact the rip rap, and silt fences shall be used. U.S. Army Corps of Engineers regarding that agency's r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part (for example, dragline, backhoe, or hydraulic of plat requirements and it must be sufficiently detailed dredge)? See narrative to guide agency personnel unfamiliar with the area to the site. Include county road (SR) numbers, landmarks, and s. Will wetlands be crossed in transporting equipment the like. to project site? No If yes, explain steps that will be taken to lessen environmental impacts. A stormwater management plan, if applicable, that may have been developed in consultation with the Division of Environmental Management. 7 SHORELINE STABILIZATION see narratives tor a. Length of bulkheadorriprap creek crossings. No bulkheads to be constructed. b. Average distance waterward of mean high water or normal water level See narratives of creek crossings. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners. These individuals have 30 days in which to submit comments on the proposed project to the Division of Coastal Management and should be advised by the applicant of that opportunity. 3,91 Name Address Name Address Name Address e narratives A list of previous state or federal permits issued for work on the project tact Include permit numbers, permittee, and issuing dates. A check for $250 made payable to the Department of Environment, Health, and Natural Resources to cover the costs of processing the application. A signed AEC hazard notice for projects in oceanfront and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public funds, attach a state- ment documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMISSION TO ENTER ON LAND Any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. _ I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's ap- proved Coastal Management Program and will be con- ducted in a manner consistent with such program. I further certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of project. This i 30th day of Aril 1993. I.an caner or Authorized agent Granville Lilley, Chairman Beaufort County Water District II - Long Acre West 4 3/91 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME Beaufort County Water District TT' (I nng Arrp Wpst) 2. LOCATION OF PROJECT SITE Beaufort County, Town of Washington Park PHOTO INDX: 1989: 264-9_264_1n 1984: 73-577-735R7 STATE PLANE COORDINATES: X: 2,598,200 Y: 64n,Rnn 3. INVESTIGATION TYPE: DREDGE & FILL Yes CAMA Vpc 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 5/10/93 (B) WAS APPLICANT PRESENT No 5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1gg� OFFICE Washington 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Beaufort County, City of Washington LAND CLASSIFICATION FROM LUP Varies (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE. COASTAL WETLANDS X PUBLIC TRUST WATERS_ ESTUARINE WATERS OTHER (C) WATER DEPENDENT: YES NO X (D) INTENDED USE: PUBLIC ) PRIVATE COMMERCIAL (E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A PLANNID N/A (F) TYPE OF STRUCTURES: EXISTING Individual w llc PLANNED Central water system (G) ESTIN,ATED ANNUAL RATE OF EROSION N/A SOURCE 7. HABITAT DESCRIPTION: AREA (A) VEGETATED WETLANDS DREDGED FILLED OTHER Red Maple, Cypress, Typha, Arrowhead +400 so ft None (B) NON -VEGETATED WETLANDS: (C) Pipe installation throughout +4R arrpc project within AEC's. (D) TOTAL AREA DISTURBED: +400 sq ft +48 arrpc (E) PRIMARY NURSERY AREA: YES NO X (F) WATER CLASSIFICATION: N/A OPEN: YES NO 8. PROJECT SUMMARY: The applicant is proposing to install water lines in Long Acre Township in Rpaiifort fnnnty and within the tnWn limits of Washington Park Beaufort County Water District II Long Acre West Beaufort County Environmental Setting The project is located in sections of Long Acre Township in Beaufort County and in the Town of Washington Park. The specific sites are as follows: Site No. 1 Beaverdam Swamp - SR 1523 - At this location, Beaverdam Swamp is a channelized creek which is a tributary to the Pamlico River. At the site is a ±52' long NC DOT bridge. The water level within the channel greatly varies depending upon the amount of rainfall. On the date of the site investigation, the channel had a width of ±5' and a depth of ±11. Upland vegetation exist on both banks of the channel and Alligator weed was growing in the stream bed. Site No. 2 Snode Creek on Runyon Road - This site is located within the town limits of Washington Park. A private road crosses Snode Creek with a ±82' long bridge. The road connects River Road (NC 32) to Honey Pod Farm Subdivision which is outside of the Town's limits. At the site, the creek has a width of ±105' and a depth of ±4' at normal water. The creek connects to Runyon Creek which is a tributary to the Pamlico River. Adjacent to the north side of the creek is a ±30' wide area of wooded swamp. The area is vegetated with Red Maple and Cypress. On the south side of the creek, highground extends to the normal water line, however, a fringe of Typha spp. and broad leaved Arrowhead is growing along the shallow edge just waterward of the normal water line. Site No. 3 On Shorewood Drive within the town limits of Washington Park. This site is located within a residential area adjacent to a manmade canal which connects to the Pamlico River. The area is vegetated with various upland lawn grasses. Site No. 7 On SR 1309 in Riverside Subdivision in Beaufort County. This site is located within a residential area adjacent to a manmade canal which connects to the Pamlico River. The area is vegetated with various upland lawn grasses. Beaufort County Water District II Long Acre West Beaufort County Page 2 Project Proposal The applicant is proposing the following at each site: Site No. 1 Cross Beaverdam Swamp with a 8" ductile iron pipe. The crossing will have a width of ±10' and the pipe will be placed 4' below the existing bottom. A ±10' wide trench will be excavated with a track excavation and all spoils will be placed on highground. Site No. 2 Cross Snode Creek with a 6" ductile iron pipe. The crossing will have a width of ±105' and the pipe will be placed 4' below the existing bottom. In addition to the ±105' of creek to be crossed, ±30' of wooded swamp wetlands will be crossed. A ±8' to ±12' trench will be excavated with a track excavator and all spoils will be placed on highground. Site No. 3 Estuarine Shoreline Site - A 8" PVC pipe will be placed through 450' of estuarine shoreline. A 1' 6" wide trench will be excavated within the existing road shoulder to a depth of ±4'. Excavated materials will be side cast on highground then redeposited within the trench once the pipe is in place. Site No. 7 Estuarine Shoreline Site - A 2" PVC pipe will be placed through 25' of estuarine shoreline. A 1' 6" wide trench will be excavated to a depth of ±41. Excavated materials will be side cast on highground then redeposited within the trench once the pipe is in place. Environmental Impact If the proiect is conducted as proposed, the following environmental impacts will. occur: Site No. 1 ±100 sq. ft. of channelized creek bottom will be excavated. A slight amount of Alligator weed will be excavated (±20 sq ft). The excavated trench will be allowed to be backfilled naturally. Beaufort County Water District II Long Acre West Beaufort County Page 3 Site No. 2 ±1,050 sq. ft. of natural creek bottom will be excavated. ±400 sq. ft. of Red Maple, Cypress, Typha spp. and Arrowhead will be excavated. The excavated trench will be allowed to be backfilled naturally. Site No. 3 ±720 sq. ft. of highground will be excavated. When the pipe is in place, the trench will be backfilled and area stabilized to avoid offsite erosion. Site No. 7 ±40 sq. ft. of highground will be excavated. When the pipe is in place, the trench will be backfilled and the area stabilized to avoid offsite erosion. David L. Gossett - Washington Regional Office - 25 May 1993 Beaufort County Water District II Long Acre West Beaufort County CONDITIONS 1. All excavated materials from Sites No. 1 and No. 2 will be removed and placed on an approved highground site. 2. All wetlands that are excavated at Site No. 2 will be returned to pre- existing contours and that of adjacent non -disturbed wetlands. 3. The trenches at Sites No. 1 and No. 2 will be a minimum width necessary to place the pipe. 4. No riprap will be placed atop any wetlands at Site No. 2. 5. All riprap at Sites No. 1 and No. 2 will be retained at or above the normal water line. 6. All excavated materials at Sites No. 3 and No. 7 will be placed on higharound and stabilized so as not to enter any adjacent surface waters or wetland vegetation. 7. Prior to any pipe placement, the applicant must obtain all necessary easements on both State and private properties. B. Prior to any work at Sites No. 1, No. 2, No. 3 and No. 7 a preconstruction meeting between the contractor and a representative of the Division of Coastal Management must be held at the site. David L. Gossett - Washington Regional Office - 25 May 1993 .. Thomas B. Richter, Mayor COMMISSIONERS: Horace B. Cowell Charles R. Fulcher Del J. Mlltenberper, Jr. A. R. Peters III H. Blount Rumley, Jr. March 15, 1993 190fan of'Washington park ?l.f®. PDX 632 Naahingfan, Worfh darelina 27669 Mr. Granville Lilley, Chairman Beaufort County Water District II, Long Acre West P.O. Box 1027 Washington, North Carolina 27889 Weller J. Bowen, Jr., Clerk SUBJECT: Approval Final Plans & Encroachment Agreement Between Town of Washington and Beaufort County Water District II )ear Mr. Lilley: .eferencing plans submitted to the Town of Washington Park on February 9, 1993 by McDavid Associates, Inc., the Town Board of Washington Park approves the plans as submitted and grants Beaufort County Water District II the right to encroach Town of Washington Park road right-of-ways for all construction activities related to the proposed water system improvements and for all future operation, maintenance and repair activities. Please advise as we may further assist. Sincer , Tom Rich yor Town of Washington Park TR/kat cc: Van Lewis Billy Mayo APR 2 61993 April 23, 1993 Mr. Don Davenport, County Manager 112 West Second Street Beaufort County Court House Washington, NC 27889 Subject: Beaufort County Water District II Long Acre West Dear Mr. Davenport: I have discussed the Long Acre West Water project with Russell Waters, Public Works Director, and the plans that have been prepared are consistent with the City of Washington Zoning Regulations. Currently, the proposed project only covers a portion of our jurisdiction, thus our response only applies to the jurisdiction that the City of Washington controls. Therefore, we hope that our reply satisfies the Coastal Area Management Act requirements. In the event that you need further information, please don't hesitate to give my office a call. Sincer :� Bobby E. Roberson Director of Economic and Community Development cc: Ed Burchins, City Manager van Lewis P.E. Russell Waters, Director of Public Works CITY OF WASHINGTON - P. O. BOX ISBB - WASHINGTON, N. C. 27BBS MAIN GROUND LEVEL 36" MIN. 6 MIN. _ PIPE JOINT MAIN TO BE CENTERED OVER DRAIN. EXISTING STORM SEWER DRAIN NO PIPE JOINT SHALL BE INSTALLED OVER DRAIN. ��arih Ic; Igt73 TYPE A CAMA CROSSING I CULVERT GROUND LEVEL 18"MIN. (PROPOSED MAIN I MIN. 10 LF MIN. STEEL CASING INCLUDED IN UNIT PRICE OF PIPE. STEEL CASING TO BE CENTERED OVER DRAIN. NO PIPE JOINT SHALL BE INSTALLED INSIDE CASING. TRANSITION TO 38'COVER WITHIN 50' ON EACH SIDE OF STORM SEWER. ROAD PROPOSED STEEL CASING SILT FENCE RIP-RAP/GRAVEL FILTER CHECK DAMS EXISTING STORM SEWER DRAIN TYPE B CAMA CROSSING PROPOSED WATER LINE - W ROADSIDE DITCH IPE JOINT NI a n. k l E.1 1 `1 `1 3 ROAD 1 ice —CULVERT FENCE PROPOSED WATER LINE W ROADSIDE DITCH ?AP / GRAVEL R CHECK DAMS GROUND LEVEL MAIN TO BE CENTERED UNDER DRAIN. NO PIPE JOINT SHALL BE INSTALLED EXISTING STORM UNDER DRAIN. C)-SEWER DRAIN P/E- PIPE JOIN 24 MIN. A IPE JOINT A4ct rc h 1 G14 'i 3 TYPE C CAMA CROSSING -6' TO 9 IDE CAST: TRENCH IS" 36" TO 24 WIDE PIPE TYPICAL TRENCH FOR ESTUARINE SHORE AREA marck it Igc/3 ZZ i545 7 32 19 G R F A T N�c��N ry�yE �0 S W A M P LONG ACRE WEST - DISTRICT R 1507 - - 35 152 3(® y — 6 f - J�1524 � • All,q�oQs ,, - d 43 1 3-1 32 '1520 •' 1522 d e/' I523 "000 'F =AREA •% 1 Buny0 i 4 37 1600 Douglas -�ross'Roads 1601 _27 G S �6 _ C l 'PSSCr71;. Ir DISTRICT H LONG ACRE WEST I p\' .: qs 1 ,000S IEEE] •` r / _ .56� • of ,•� 9002� PAMILICO O • N I �I o to ta1,A AMA O ,: •. .= VILLAGE 4p • �Ev tN � m . •ml •. a 6°/ o . .> 9040 9� GµKR% i O / • •-� eOP�. R O so HILLS oq ✓ _ ._ ' $' .e n °r/ c11E46GO- O • Je ro• • \mil •+ �' • \ - sTO m AMR ' I OOq 6p� ; 8016 j/ 4 'r •' P \'� m e00 ymJ so r NC_32� •" •' �vc• P _m MONTCLAIi El • O�• * • • 'IP •� m _ �� •. WINCHES7ER Q ^' 10 K. �,? /�,, • ,• / , : '•" ,Ti^ r •� • Iq-_76A �,• m I• PON04CRE5 I El \so �• ••61 003 ..• •_ IQ I6p •• I •' •• r ,' arl •- I ��-I S• 1310I ac 1309 ` \ � !j -m i : •r : a �• o r CU l802 C"A AMA Q'L •=•1 0 ' 7301 LL Ahk%AREA !l 1476� 1.7 a ' 309 S> 7000 _— '� i31S O3 NORTH • , • J I _ ❑!I sz SHORES MAGNOLIA MIMOSA 8023 CEDAR �35, WAPA IRNKGTON ❑ SHORES SHORES CI CLE I se ss RIVERSIDE ' i�:no,i' rvpl,�recf u e L%- 1315 Z se 1i p 4-1 j) CYPRES: S— +�••r Detv.4 GvSSc-i--f 1511114-3 EDGEWA7FP I SHORES �C MILL HOLE ROAD I - \ \52' BEAVERDAM ,SWAMP BRIDGE 11.43 31q.fi6 t2l I011 /PROVIDE RIP -RAP ON NORTH B SOUTH SLOPES SR 1523 W- BO LF CREEK CROSSING WITH 8° DUCTILE IRON PIPE, 350 PSI, BALL JOINT 52' Bo' _ BO LF CREEK CROSSING WITH 8° DUCTILE IRON PIPE, 350 PSI, BALL JOINT ,AREA lO BEAUFORT COUNTY WATER DISTRICTII LONG ACRE WEST SCALE: I"= 30'HORIZONTAL I°= 10' VERTICAL Marcti 10, 19'73 NARRATIVE FOR CAMA AREA / BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 1. Location (Road number, street name, subdivision, nearest water body) SP. 15213 (Mill {-iole RooA q�ross BeQVPr�AR S W 2. Type of CAMA area: C Creek crossing Ditch crossing Canal crossing Estuarine shoreline area only 3. If crossing, dimensions of crossing: IV feel- nor—"" Length 27,, fee+ Mood Depth Se Prot Width 10 feef ui io o F ire c� ! le Estimated excavation volume-1�G-`( . rn t I v(l NiCJ'I-P rS .- 4. Dimensions of estuarine shore area disturbance: Length_ Depth Width _ -- Est. excavation volume Est. disturbed areas Crossing in road shoulder above culvert? Yes ___N/A Crossing in road shoulder beneath culvert? Yes N!A 5. Type of construction equipment to be used: Trencher Motor grader Backhoe _Track excavator 6. vegetation at site. U D405PJA93 930428 BEAUFORT-00-DIST-n-CAMA-2.PMr;3 NARRATIVE FOR CAMA AREA I BEAUFORT CO WATER DISTRICT H - LONG ACRE WEST %. Stabilization measures: �� Y' o - `r= 4""' k-` S`'w'"^ s n 4 "mder Cr-e-ek Greek bo}�ovn i es� r3 (h 9. Shoreline Stabilization (if creek crossing) 4 b u � s Pa lave f Estimated shoreline erosion during preceeding 12 months Less 4Aan I -oaf Length of Rip -Rap (along shore) ! D l ee i e ac l7 5! c1e o C. re e k Average distance waterward of rip rap to normal water level Zero Amount of fill to be placed below mean high water C Y Type of fill material C 1,7 s s 1 Re P 11p 9. Name of planning jurisdiction 1\J 0r e Certificate of zoning compliance obtained? Yes No 10. Water line to be within NCDOT right-of-way? X Yes No NCDOT Encroachment is NCDOT Encroachment obtained application applied for 11. Water line to be within non -DOT public right-of-way? IJA Water line to be on private land? NIA Easement obtained Copy of easement attached Seeking easement at this time D405PIA93 - 930429 BEAUFORT-CO-DIST-U-CAMA-2.PMT;3 NARRATIVE FOR CAMA AREA I BEAUFORT CO WATER DISTRICT H - LONG ACRE WEST 12. Property owners names (for estuarine shoreline site) X Riparian owners names (for public trust waters crossing) '�., n All;good Steel%Box11419d P+ d- wash .9.1-0,,, AJC :2-7sa9 jnr+e W+uS Voo/grp jr, 1 5:2 9 So T y on S+reet D405PJA93 930428 EEAUFORT-coDIST-n-CAMA-2.PMr;3 ' RUNYON ROAD PROVIDE RIP —RAP ON CREEK SLOPE 29' W SNODE CREEK _1 BRI D G E 140 LF CREEK CROSSING WITH 6"DUCTILE IRON PIPE 350 PSI BOLTLESS RESTRAINED JOINT 82' WATER LEVEL 13 0 O R 0 pr a 7c 1 ry �O 50' {'1 x m a z ;NOcOlG 11� 6e��im� 1 0 D E •- I ° WARp EA PROVIDE RIP —RAP ONI CREEK SLOPES 4 Ma rc� 10i l 9 q3 4 W CAMA AREA O2 �w lao' I BE A U FORT COUNTY WATER DISTRICT II ST 140 LFICREEK CROSSING WITH 6" DUCTILE IRON PIPE, 350 PSI, BOLTLESS RESTRAINED JOINT LONG ACRE WE SCALE: 1 t= 30:110RIZONTAL I" = 10 VERTICAL NARRATIVE FOR CAMA AREA 2- BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST Location (Road number, street name, subdivision, nearest water body) SiC7e of Wa `tigkn Park IVL 2. Type of CAMA area: X Creek crossing Ditch crossing Canal crossing Estuarine shoreline area only 3. If crossing, dimensions of crossing: Length 13 0 �4- Depth S P e pro}1'�e Width l2 F+ a! 7oD o creak bP� Estimated excavation volume ��lD cubic reads' 4. Dimensions of estuarine shore area disturbance: S e c t", o -� n C T Length 150 f t Depth See Width 2,5 fY +rep, cA wifA 15 4 Wide Pa1'4 Est. excavation volume 72 C,Y Est. disturbed area Z 5o SY Crossing in road shoulder above culvert? Yes X N/A Crossing in road shoulder beneath culvert? Yes X N/A Type of construction equipment to be used: Trencher Motor grader Backhoe X Track excavator 6. Vegetation at site. Wo o ded swan." ar-e« Cr norm, s/rie '::;M a I 4-rees� bushes bran ��e a c( ra d u{-UsS pn Sou h Sl'C/o D405PJA93 930428 BEAU FORT-CO-D1ST-n-CAM A-2. PMT;3 NARRATIVE FOR CAMA AREA 2 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 7. Stabilization measures: l:;o—r � creek ti baks Sow;fty ar ss_ a7ler YJ aC L it • _ Lkere Pi PejlY12 S hof u tid�r Shoreline Stabilization (if creek crossing) Estimated shoreline erosion during preceeding 12 months � eo5 1 �a h f i- Length of Rip -Rap (along shore) Average distance waterward of rip rap to normal water level 2- ee F Amount of fill to be placed below mean high water % G Y Type of fill material C1a55 Z R=rip 9. Name of planning jurisdiction WC sly i Par � Certificate of zoning compliance obtained? V Yes No 10. Water line to be within NCDOT right-of-way? Yes X No NCDOT Encroachment NCDOT Encroachment obtained application applied for 11. Water line to be within non -DOT public right-of-way? pa 4 , Water line to be on private land? Pcr�; Easement obtained Copy of easement attached _Seeking easement at this time )2V No• t Y I'Al D405PJA93 930428 BEAUFORT-CO-DIST-II-CAM A-2.PMT;3 NARRATIVE FOR CAMA AREA Z BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 12. Property owners names (for estuarine shoreline site) i( Riparian owners names (for public trust waters crossing) W,)e JJ(o ki ver rloa Was--i4l NG 27BS7 Row 'co Znc, tj.l2 B;:'Ck k; In goad Uiaion, A1C. 27ag7 Aso l7, SWannei-i J r, }, 3 Box 942 AX 2'7 f. 9 Nar, M, M1,114„ I, TuSH R, cl' 1�P n P.R (Pesewf- Use) H 4r.y cMW 114n I 4-12 13rick k 1n Road VJaS in9 dvn� A)C 27887 D405PIA93 BEAU FORT-CO-DIsT-n-CAMA-2.PMT;3 930428 JOSHUA TAYLOR JR SP 525 ISABELLA AVE. ]U 28 . 26 IEW AVE. NESS JOHN HINDSLEY, JR. 603 ISABELLA AVE ,s 29 . 04 SP 11� CANAL I JAMES A. HACKNEY, JR. PO sox 787 _ _ -- CAMA 64 2.44 ASPHALT II LEE KNOTT. JR AREA Po sox $48 1. 64 ASPHALT AREA PRIVATE ROAD i 12' ASPHALT. JACK 0. MITCHELL SOS SHOREW OOD DR. 20' CON SP DRIVE 0 . 41 1 I905 CA y!J\ 2DRIVEN C. i^;. ..:: 3 TE 20' ASPMALT DRIVE 1.20 SP tll 'AGE 1935 WOOD PENCE WX 701 S• E.", 4.20 SP MOORE 000 Box 703 S.OS SP MAY 301, 703 1235 sc• CONC. DRIVE TEL 27 . 32 16' ROCK D0. TEL 23 . EO IV ASPHALT 0 29 . 52 i Sol ISAI LANAGAN VL 3► MIC AEL PLA AVE Issz 20• ASPHALT PROPOSED —a" PVC, SDR 21, 200 PSI WATE LINE — 60• R/W MITCHELL Z BOX SOS 30.20 30 .32 O' Cp CIASP. � ❑ Q 1 Q J II J I alw ON4 34W W PROPOSED DRAIN CROSSING m LF, S" CLASS Q 40• RIW T DUCTILE JOINT RESTRAINED JOINT DUCTILE PROPOSED �40 IRON PIPE SDR 21, 200 PSI WATER LINE L IPROPOSED L!20'�'EASIMEHT . oor4' PVC, SDR 21. 200 PSI WATER 2 EA 30' CA► DRAM2 r • SS ,"CLINE , I rWIDE ORANAGE Q, 3].24 PROVIDE ❑• EASEMENT RIP -RAP ON -- _ IF - 0. 00 DITCH SLOPES _ W PROPOSED _ SHORE WOOD DR.8 DI ORAN. I I EA 6- GATE VA AVE B BOX �T r_ GIC cArAAREA I EA FIRE HYDRANT, 4 1/2" GATE VALVE 8 BOX ' 3 I EA r I EA r . 4- TEE, DI 40• RTw iTENNIS W000s 1 EA 8" PLUG, DI COURT 44' ROCK PARKING AREA _— ASPHALT PROPOSED ISABELLA AVENUE SHOREWOOD DR. INTERSECTION 40•R/W PROPOSED COLLEGE AVE. 8 SPF 2' PVC, SDR 21.200 PSI WATER LINE PROPOSED 3 EA 6- GATE VALVE 8 BOX 2 EA 6' . 6' TEE, DI Fsr 7B4 S.04 1 EA 6' PLUG, DI THOMAS I EA FIRE HYDRANT, 4-I/2- BOX cone. Morc1'3 1C� 1993 DRIVE NARRATIVE FOR CAMA AREA 3 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 1. Location (Road number, street name, subdivision, nearest water body) C'AoreWooci Drive U%as%in.�pi�n Parka 6-e5lde c ana io Pn r'Co i�er 2. Type of CAMA area: Creek crossing Canal crossing 3. If crossing, dimensions of crossing: Length_ Estimated excavation Ditch crossing __Estuarine shoreline area only Depth 4. Dimensions of estuarine shore area disturbance: Length 4 50 E Depth 4 D' n chi es Width I ''/a�t wide �renc% w;fh 4 %a_�� .5,Lelern.sl Est. excavation volume 5 _C- Est. disturbed area 3 0 o S Y Crossing in road shoulder above culvert? Yes _N/A Crossing in road shoulder beneath culvert? Yes __X_—N/A 5. Type of construction equipment to be used: Trencher __Motor grader X Backhoe Track excavator 6. Vegetation at site. E405PTA93 930429 BEAU FORT-CO-DIST-n-CAMA-2.PAf r;3 NARRATIVE FOR CAMA AREA 3 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 8. 10. 11. Stabilization measures: Shoreline Stabilization (if creek crossing) e�-H o jk) Estimated shoreline erosion during preceeding 12 mond Length of Rip -Rap (along shore) Average distance waterward of rip rap to normal water Amount of fill to be placed below mean high water. — Type of fill material Name of planning jurisdiction VIA4 ti �LLj 1-yN 22 rk Certificate of zoning compliance obtained? Water line to be within NCDOT right-of-way? NCDOT Encroachment obtained Water line to be within non -DOT public right-of-way? Water line to be on private land? Yes No Yes _No NCDOT Encroachment application applied for Yes __Easement obtained X Copy of easement attached _Seeking easement at this time D405PJA93 930428 BEAUFORT-CO-D1ST-n-CAMA-2.PMT:3 NARRATIVE FOR CAMA AREA 3 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 12. X Property owners names (for estuarine shoreline site) Riparian owners names (for public trust waters crossing) TOWN of Was�,!G'oo PQrk P, U, I301( & 3 2 1,V4 (�I IJ C 277R 9 l ee E k.,o+l Jr, t3ox 54'8 NC 2-79Bq i a A O M,'+c�e// foo5 St�orewooci Drive AX 27889 P.4A N (a05 Shorewoo Dr��e Vda s A,n 4o n,. 61C a7889 javn ,5 A. Helcknf4 Jr. P, U, Box 7y,7 Wasl,7r )o) /VG 27889 i �li QM q7 Ce JQne vv. Paja %p _Dojld S N-A 13 aniley 2123 Cowper Drive RQleial, tJG D40SPIA93 BEAUFORT-CO-DIST-n-CAMA-2.PM ,3 930428 ,NGrON 'm RO 14.20 • 41C HARRY Mc MULLAN, JR. 412 BRICK KILN RD. WASHINGTON, N.C. PROPOSED sP 3 6" PVC , SDR 21. 200 PSI WATER LINE 966 / 'I' �� 3 PROPOSED _WGING STORAGE AREA 3 a WaLJ AM WILEORA J f I 30 LF , 10° ORYBQRE WITH 10 STEEL CASING, MINIMUM PO BOX 504 0 Q THICKNESS 0. 188AND 6" PVC , SDR 21 , 200 PSI WATER I Q LINE ¢ u O no 3 EA. 6" GATE VALVE 8 BOX ¢Q� J M I EA. 6" 900 BEND, D. I. 2 EA. 6"X 6" TEE , D.I. 1l.. 1 EA. FIRE HYDRANT, 4r2 O :r~`4 UN3 JACKS BODY SHOP 2 j 4+76 / / CANA AREA USED CARS / 4+ 64 Sp V� 2 EA. 60"RCP DRAINS / / 4 S9 7 PROVIDE RIP- RAP/GRAVEL CHECK DAMS 1/J RP \ 5297 / 4'AG� _ 4 3. 20 HALT e __-- _ sT. es 1 -44.06 I , a,A G/C I I I /W 4 / — 4^a PROPOSED I ASPHALT AREA RAILROAD DRYBORE-60 LF 12" DRYBORE WITH / 12"STEEL CASING, MINIMUM THICKNESS 0.250" / AND 6 PVC ,SDR 21, 200 PSI WATER LINE. i PROPOSED 46.0 4 / I EA. 6" GATE VALVE a BOX SHOP EZE HARDWARE GARDEN CENTER 1 /Oo•R�w NC Fermit h�pPuir�C 143 M per �av,'c� (✓c-,�SCCefi cy C;S�II/�7"3 2 SF PAN Rnnn rRnccimr,, PROPC' NARRATIVE FOR CAMA AREA + BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST Location (Road number, street name, subdivision, nearest water body) S R 1.303 ( r3ri[k kit'M Road). GCYoss Type of CAMA area: Creek crossing X Ditch crossing Canal crossing Estuarine shoreline area only If crossing, dimensions of crossing: A See Tyw pe Length MIA Depth LAMA Grossig Del r+l� Width N�A Estimated excavation volume NIA 4. Dimensions of estuarine shore area disturbance: Length L fo5- 'Et Depth 4z Width I '/� �t wiJti 5�/z;+ 5ideca--,+ Est. excavation volume 3 2.r-Y Est. disturbed area 13 0 5 Y Crossing in road shoulder above culvert? Crossing in road shoulder beneath culvert? 5. Type of construction equipment to be used: _Trencher eKMotor grader Track excavator 6. Vegetation at site. V i a d 6 r4 s S x Yes Yes N/A X N/A X Backhoe D405PIA93 930428 BEAUFORT-00-DIST-II-CAMA-2.PMt;3 NARRATIVE FOR CAMA AREA 4- BEAUFORT CO WATER DISTRICT 11- LONG ACRE WEST 7 8. a 10. 11 Stabilization measures: r-oadstdQ -ren<a of crossiH See;R 9- Shoreline Stabilization (if creek crossing) c4i ovi N/A Estimated shoreline erosion during preceeding 12 months Length of Rip -Rap (along Average distance waterward of rip rap to normal water level Amount of fill to be placed below mean high Type of fill material Name of planning jurisdiction G o till a s '"A }On Certificate of zoning compliance obtained? Water line to be within NCDOT right-of-way? NCDOT Encroachment obtained Yes K Yes No No �NCDOT Encroachment application applied for Water line to be within non -DOT public right-of-way? �0 Water line to be on private land? N) A Easement obtained No N/A Copy of easement attached N A Seeking easement at this time in D405PJA93 930428 BEAUFORT-co-DIST-II-CAMA-2.PMT;3 NARRATIVE FOR CAMA AREA 4_ BEAUFORT CO WATER DISTRICT H - LONG ACRE WEST i2. Property owners names (for estuarine shoreline site) is Riparian owners names Loi-+ie. Garre+-f eir5 clo JoT ph B Helen .Qonnei $23 H untl na ton Ave, p/aln Field) NJ D7000 _ r o Y5 214 P.f�e� Rua M/as�;n� Toni NC 27M D405PJA93 BEAUFORT-00-D1ST-II-CAMA-2.PMr:3 930429 4v nd . I EA.6 x4 REDUCER, D. I. I EA.4"GATE VALVE a 60X ISED �,SDR 21, 2DO PSI WATER LINE PROPOSED 6"PVC ,SOR21 ,200 PSI WATER LINE _NCSR _1307 DIRT—ROAI 4"PVC , SOR 21,200 PSI WATER LINE IS' MINIMUM FROM Q DIRT ROAD Perv»#-I- ReqLIiI-C J p.,vrd Gv---,e+t 05/11 /q3 3f_ 2' 2' Dirt Road Section NARRATIVE FOR CAMA AREA 5 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 1. Location (Road number, street name, subdivision, nearest water body) SR )307 Sn6de Cre-ek 2. Type of CAMA area: Creek crossing X Ditch crossing Canal crossing Estuarine shoreline area only 3. If crossing, dimensions of crossing: A See Ty Pe Length N/A Depth LAMA Cr-o5sinu pefall Width N/A Estimated excavation volume ti! 4. Dimensions of estuarine shore area disturbance: Length 16 {t Depth 40 1n Width I �+ 1—reH�h _�vtfC 5 -F+ s�c/eca"i Est. excavation volume 30 cY Est. disturbed area 115 S Y Crossing in road shoulder above culvert? Yes N/A Crossing in road shoulder beneath culvert? Yes X N/A 5. Type of construction equipment to be used: _Trencher __Z_MOtor grader X Backhoe Track excavator 6. Vegetation at site. l 'a to h ci g f a s s D405PJA93 BEAUFORT-CO-DIST-n-CAMA-2.PMT;3 930428 NARRATIVE FOR CAMA AREA rJ BEAUFORT CO WATER DISTRICT H - LONG ACRE WEST 7. Stabilization Jmeasures: / Pip !:4 p �a ra u e 1 -r; 1 r r% ec k A,1« s �finee al CYO$��Nq_� EP�Kq 8. Shoreline Stabilization (if creek crossing) S erNoh WA Estimated shoreline erosion during preceeding 12 months Length of Rip -Rap (along shore) Average distance waterward of rip rap to normal water Amount of fill to be placed below mean high Type of fill material 9. Name of planning jurisdiction A) a s '„a -1-o in A) G Certificate of zoning compliance obtained? ,_Yes No 10. Water line to be within NCDOT right-of-way? -- -Yes No NCDOT Encroachment %< NCDOT Encroachment obtained application applied for 11. Water line to be within non -DOT public right-of-way? ni o Water line to be on private land? ^) o N/A Easement obtained N/i4 Copy of easement attached NZ6_Seeking easement at this time D405PJA93 930428 BEAUFORT-CO-DIST-II-CAMA-2.PMT;3 NARRATIVE FOR CAMA AREA 5 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 12. Property owners names (for estuarine shoreline site) �_Ripazian owners names — Ijations Bank r.s4 Peal Esin4e- P, D. I3oX -27287 RC4Iet b NG 27G11 mar R. 1Ji XoN Be+fy B, Dc )(on caroLn Q Ierkin5 G34-'River Road waskihai-o . nlG a731 r r e4+ `7eirs qo seft, cf Helen 6on"er R23 /i r/ radon Avenue Plain field)`'t,jj 070(oO D40SPIA93 BEAUFOPT-CO-DIST-11-CAMA-2.PMf;3 930428 (5H40zo. e ON 4 I2j 4rN4 fOW4g0 PN//lIP AEES SN/NG I NDA SNNE/qS ql3 W49NlNGBW 343 ON 0R N 22. N.0 c O z6 Jp /999 =7 NORTHERN BOUNDARY— 100 RAILROAD R/W RCP NCSR 1302 _ R W -- R/ W (DOT) CANA AREA PROPOSED 6:'PVC,SOR 21. 200 PSI WATER LINE 5' MINIMUM FROM EDGE OF ASPHALT ROAD "--PROPOSED I EA. GATE VALVE B BOX 25-1-40 WINDLEY MAYSIIACK Y.O. BOX 2032 WASHINGTON N.C. ASPHALT 26 .44 26• 32 2 EA. 40 CMP DRAIN , 4'-G/C PROVIDE RIP-RAP/GRAVEL FILTER CHECK DAMS l�l o Pe r m l`f- RPq L, l rc'c� per Dc(v , cl wss e -f+ 05/I)/93 NARRATIVE FOR CAMA AREA _(o BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST Location (Road number, street name, subdivision, nearest water body) SR )30 ( Poo -hem -own Road) 800 Feet easl- o4� SR 13oZ S de- C re2k Type of CAMA area: Creek crossing X Ditch.crossing Canal crossing Estuarine shoreline area only If crossing, dimensions of crossing: SQe Ty pe fi . r� Length NZ,q Depth GAMA Cro<s1rJ IJe+z;� Width Estimated excavation volume NIA 4. Dimensions of estuarine shore area disturbance: Length / (o O -f+ Depth 5. Width I i/2 -F+ frenc � vi; 4� 5P SidecesIL Est. excavation volume 33 CY Est. disturbed area / 2 5 5 Y Crossing in road shoulder above culvert? Crossing in road shoulder beneath culvert? Type of construction equipment to be used: Y Trencher k Motor grader Track excavator Vegetation at site. h 11 rQ s S X Yes N/A Yes V N/A K Backhoe D405PIA93 930428 BEAUFORT-CO-D15T-11-CAMA-2.PMT;3 NARRATIVE FOR CAMA AREA & BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 7. Stabilization measures: I !rLJ avel er F h dG<n 3 jH yr7a cl S'dC' C7i i-cLi� Si �i- yey+�e u'�" CrossiHq, See,,f+-er baCP1.IL'L,4 J 8. Shoreline Stabilization (if creek crossing) Spc fioN AJIA- Estimated shoreline erosion during preceeding 12 months Length of Rip -Rap (along shore) Average distance waterward of rip rap to normal water level Amount of fill to be placed below mean high water Type of fill material 9. Name of planning jurisdiction yJ c s(7 'r a 4ov 11 Al G Certificate of zoning compliance obtained? X Yes No 10. Water line to be within NCDOT right-of-way? X Yes No NCDOT Encroachment X NCDOT Encroachment obtained application applied for 11. Water line to be within non -DOT public right-of-way? All Water line to be on private land? NO --NIA Easement obtained Copy of easement attached NA Seeking easement at this time D405PJA93 BEAUFORT-00-DIST-n-CAMA-2.PMT;3 930428 NARRATIVE FOR CAMA AREA - 6 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 12. Property owners names (for estuarine shoreline site) _Riparian owners names 1N;rd)gV M, shack P.O. a x 20 z VJ_a4� nJ AJG. 2'78E9 W It Moore be,',s clo Neleh Wind ley - P, O, 8ox 2032 Wash;h,54oh, NG 2-17s7 D405PJA93 BEAUFORT-CO-DIST-Q-CAMA-2.PMT;3 930428 ,M rmum CVba Jr Norm",, nVwu 6L. 50' RI PROPOSED 01 40 LF, 6"DRYBORE WITH 6 STEEL O :ASINGI MINIMUM THICKNESS 0.188M_ 4N0 3 PVC, SDR 21 , 200 PSI WATER LINE. 3 ! 2 EA. - 3 "GATE VALVE a BOX EA, 2" GATE VALE 9 BOX v7 5: U EA, 3.x 3TEE, PVC Z EA. 3-450BEND, PVC EA. 3% 2" REDUCER, PVC IN 19,76 18.68 k� ITS CONC. DR. c ti 16'15PHALT DR. < N G i H S p 1041 SP I O60 �Ne YO.S6 PHILLIP LEE 19.08 RT. 5 , BOO( 57 WALTER S. GUST WASHINGTON, N.C. BOX 55 MZ WASHINGTON, N.C. 21.52 + o 25.84 N I. B. LITCMflEID Rr s Box 58 WASHINGTON, N.C. SdMUEL SELBY JONES P-0. BOX 752 WASHINGTON PROPOSED 7 I EA. 2 900BEND, PVC I EA. 2 GALV. BLOW -OFF 29. ASSEMBLY —7_�7 L1,J 1AI BOAT HOUSE CAM �1 ISLAND �r 25.36 16'LONC. OR 25.76 I 22. 24 — 26.84 15'OONC. DR. 27.36 IO'ASPHALT DR. S P 24,56 1059 WILLIAM ODEN, JR, BOX 63 WASRINGTON, N.L. MARK MCCOT IY23 RT. 5 , BOX 62 WASHINGTON, N.L. 28.00 D N RT. 5 , Box 61 NSON S P RT. S , BOX 61 506 WASHINGTON , N.C. PROPOSED 2"PVC,SDR 21, 200 PSI WATER, LINE 5' MINIMUM FROM EDGE OF ASPHALT ROAD 28.76 12 ' ASPHALT DR. 29. 12 ,OON-C.' DR. R. HODGES HACKNEY S P RT. 5, BOX 60 ITI WASHINGTON, N. C. v BOAT HOUSE HARBOR Murcia ju- I y93 Scu le, i l UO NARRATIVE FOR CAMA AREA BEAUFORT CO WATER DISTRICT 11- LONG ACRE WEST 1. Location (Road number, street name, subdivision, nearest water body) - 2. Type of CAMA area: Creek crossing Canal crossing 3. If crossing, dimensions of crossing: Length Estimated excavation volume Ditch crossing X Estuarine shoreline area only Depth 4. Dimensions of estuarine shore area disturbance: Length 2 5 I + Depth 40 n Width ��i �+ '�'1-Pn C N NJ i -th 5 tf Si 4 PCcr.s-F Est. excavation volume__5 CY Est. disturbed area -aO 5 Y Crossing in road shoulder above culvert? Yes __g__N/A Crossing in road shoulder beneath culvert? Yes X N/A 5. Type of construction equipment to be used: _Trencher Motor grader X Backhoe Track excavator 6. Vegetation at site. Yard c,S D405FJA93 __._.__.........—n nAv. an -1 930428 NARRATIVE FOR CAMA AREA % BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 7. Stabilization measures: 8. Shoreline Stabilization (if creek crossing) Estimated shoreline erosion during preceeding 12 months Length of Rip -Rap (along Average distance waterward of rip rap to normal water level Amount of fill to be placed below mean high Type of fill material Name of planning jurisdiction N 612 e Certificate of zoning compliance obtained? 10. Water line to be within NCDOT right-of-way? NCDOT Encroachment obtained yes No _Yes No _.X_NCDOT Encroachment application applied for 11. Water line to be within non -DOT public right-of-way? A) p Water line to be on private land? IL1/A Easement obtained No P/A Copy of easement attached !J/A Seeking easement at this time D405PJA93 930428 BEAUFORT-CO-DIST-n-CAMA-2.PMr;3 NARRATIVE FOR CAMA AREA 7 BEAUFORT CO WATER DISTRICT II - LONG ACRE WEST 12. Property owners names (for estuarine shoreline site) X Riparian owners names Sa n ue� Sel6� JCS P, O. BoX 752 WlasH'naion NG 27889 iz gvdges Oocknay yV"SAiram n" /uc D405PJA93 __ . _....,........n n�cT_nr ew!♦_9 vMr:3 930428 MEMORANDU To: Jim Mulligan Deborah Sawyer FROM: `David Gossett DATE: 25 May 1993 SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit Beaufort County Water District II, Long Acre West Beaufort County, North Carolina Attached is an application for a CAMA Major and/or a Dredge & Fill Permit which was received by me on 11 May 1993. I am considering this application complete, have acknowledged receipt, and have begun processing. If you have any questions do not hesitate to contact me.