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HomeMy WebLinkAbout20160325 Ver 3_Riparian Buffer Authorization_20180306a of �O3a V� THOMAS ENGINEERING, PA est 1983 civil engineering.land surveyingeproject management To: NCDWR — 401 & Buffer Permitting Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Attn: Karen Higgins Re: Bendigo Bay at Bluewater Rise Buffer Authorization Permit Application Package New Bern, Craven County, NC 2015_027 Dear Karen, March 5, 2018 Please find enclosed three (3) copies of the Riparian Buffer Authorization Form (Neuse) and supplemental document packages for the above referenced project. This is to permit disturbance in the buffer downstream of a planned wet detention basin (SCM). It is our understanding that this is an Allowable use. Plans, soils maps, quad maps, stream classification, and stream determination documents are all included in the packages. Please review the documents and let me know if you have any questions, comments, or require additional information or documents to proceed with this application. Thank you, Ae4y "10+ Bobby Billingsley, PE BobbyBillingsley@ThomasEngineeringPA.com Enclosures 1316-B Commerce Drive.P.O. Box 1309 -New Bern, NC 28563 Phone: (252)637 -2727 -Fax: (252)636 -2448 -Website: ThomasEngineeringPA.com r, DWR State of North Carolina Department of Environmental Quality Division of Water Resources Division of Water Resources 15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b),.0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization FORM: BA 10-2013 Riparian Buffer Authorization Form A. 1. Applicant Information Project Information 1 a. Name of project: Bendigo Bay at Bluewater Rise R 1 b. County: Craven 1 c. Nearest municipality: New Bern 1d. Subdivision name: Bendigo Bay at Bluewater Rise 1 e. Is the project located in any of North Carolina's twenty coastal counties? If yes, answer 1f below. S ® Yes ❑ No 1f. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Owner Information 2a. Name on Recorded Deed: A. Sydes Construction, Inc. 2b. Deed Book and Page No. DB 3404, PG 657 2c. Map Book and Page No. (include a copy of the recorded map that indicates when the lot was created): Plat Cabinet I, Slide 70-H 2d. Responsible Party for Corporations): A. Sydes Construction, Inc. 2e. Street address: 100 Carolina Planations Blvd. 2f. City, state, zip: Jacksonville, NC 28546-0041 2g. Telephone no.: 910.455.6956 2h. Fax no.: n/a 2i. Email address: leahquinn@sydescommunities.com 3. Applicant Information (if different from owner) 3a. Applicant is: ❑ Agent ❑ Other, specify: 3b. Name: Applicant is Owner from above 3c. Business name if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: 4. Agent/Consultant Information (if applicable) 4a. Name: John G. Thomas, PE 4b. Business name if applicable): Thomas Engineering, PA 4c. Street address: 1316-B Commerce Drive 4d. City, state, zip: New Bern, NC 28562 4e. Telephone no.: 252.637.2727 4f. Fax no.: 252.636.2448 4g. Email address: JohnThomas@ThomasEngineeringPA.com FORM: BA 10-2013 Page 1 of 4 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 7-106-001 1 b. Site coordinates (in decimal degrees): Latitude: 35.004928 Longitude: 77.038847 1c. Property size: 577.26 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Brice Creek 2b. Water Quality Classification of nearest receiving water: C;Sw;NSW — Index No. 27-101-40-(1) 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Site is currently completely forested. 3b. Attach an 8 Y x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site. Included in submittal package) 3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site. Included in submittal package) 3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 15,000+ 3e. Explain the purpose of the proposed project: Residential subdivision. The impacted buffers are at the outfall of a planned stormwater wet detention basin (SCM). Disturbance necessary for elevation/drainage/outfall. — Allowable Use 3f. Describe the overall project in detail, including the type of equipment to be used: Grading consistent with residential subdivision development, excavators, backhoes, graders, rollers, etc. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property/ project(including all priorphases) in thepast? ® Yes ❑ No ❑ Unknown Comments: 4b. If yes, who delineated the jurisdictional areas? Name (if known): Randy Sipe & Anthony Scarbraugh Agency/ Consultant Company: NCDEQ - DWR Other: 4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. April 29, 2016 & May 16, 2016. Stream determination letter date May 16, 2016. Included in submittalpack.) 5. Project History 5a. Have permits or certifications been requested or obtained for this project(including all priorphases) in thepast? ® Yes ❑ No ❑ Unknown 5b. If yes, explain and detail according to "help file" instructions. Sedimentation and EC permits, stormwater permits, wetland fill permit 0.01 ac), etc. 6. Future Project Plans 6a. Is this a phased project? ® Yes ❑ No 6b. If yes, explain. Bluewater Rise is being built in phases, with each phase consisting of 40-150 lots, plus or minus. FORM: BA 10-2013 Page 2 of 4 C. Proposed Impacts Inventory 1. Buffer Impacts 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Wet detention basin to attenuate peak flows/treat for nitrogen exports. Pipe through buffer zone 1 and partial zone 2 so buffer vegetation can be re-established. 1a. Project is in which protected basin? ® Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Jordan ❑ Goose Creek 1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Buffer impact number— Permanent (P) or Temporary Reason for impact Type of impact (exempt, allowable, allowable w/ mitigation) Stream name Buffer mitigation required? Zone 1 impact (sq ft) Zone 2 impact (sq ft) B1 ®P ❑ T Wet Basin Outfall Allowable UT to Brice Creek El Yes No 780 494 B2 ❑ P ❑ T 2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS. 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: ❑ Yes ❑ No B3 ❑ P ❑ T ❑ Yes ❑ No B4 ❑ P ❑ T ❑ Yes ❑ No B5 ❑ P ❑ T ❑ Yes ❑ No B6 ❑ P ❑ T ❑ Yes ❑ No Total buffer impacts 1c. Comments: This impact is anew drainage ditch that discharges a stormwater management facility that is installed to control nitrogen and attenuate flow before the conveyance discharges through the buffer. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Wet detention basin to attenuate peak flows/treat for nitrogen exports. Pipe through buffer zone 1 and partial zone 2 so buffer vegetation can be re-established. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Typical erosion control measures, silt fencing vegetation disturbance perimeter, rip rap at pipe outlet. 2. Buffer Mitigation 2a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and calculate the amount of mitigation required in the table below. Zone Reason for impact Total impact Multiplier (square feet Required mitigation square feet Zone 1 3 (2 for Catawba) Zone 2 1.5 Total buffer mitigation required: 2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS proposed? ❑ Yes ❑ No 2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS. 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: FORM: BA 10-2013 Page 3 of 4 E. Diffuse Flow Plan All buffer impacts and high ground impacts require diffuse flow or other form of ❑ Diffuse flow stormwater treatment. Include a plan that fully documents how diffuse flow will be ® Other BMP maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form. use of public federal/state land? If due to site constraints, a BMP other than a level spreader is proposed, please provide a 1 b. If you answered "yes" to the above, does the project require preparation of an plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP environmental document pursuant to the requirements of the National or State (North Manual and attach a BMP Supplement Form. Carolina) Environmental Policy Act NEPA/SEPA ? F. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ® No use of public federal/state land? 1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ❑ No environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act NEPA/SEPA ? 1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: 2. Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated ❑ Yes ® No Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Ri avian Buffer Rules 15A NCAC 02B .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above question rovide an explanation of the violation(s): John G. Thomas, PE Applicant/Agent's Printed Name J Applicant/Agent's Signature is valid only if an authorization letter from the applicant is Send 3 complete sets of is for and accompanying documents to the following: For government ansp ation projects sent by For government transportation projects sent by First Class Mail is th US Postal Service: delivery service (UPS, FedEx, etc.): NC DWR, T ans ortation Permitting Unit OR NC DWR, Transportation Permitting Unit 1617 Mail a Ice Center 512 N. Salisbury Street Raleigh, 27699-1617 Raleigh, NC 27604 For all other projects sent by First Class Mail via For all other projects sent by delivery service the US Postal Service (UPS, FedEx, etc.): Karen Higgins Karen Higgins NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699 - 1617 Raleigh, NC 27604 FORM: BA 10-2013 Page 4 of 4 • Know what's below. 0811 before you dig. N o.o®LryPLA�.N.MNOTES «.A.To.,1 n. nl�wweH wre To e.ua,a.eo aucAorcaNt.oTca.w.w.mw.rwlown �L I� �� � 7Reff SITE IMPROVEMENTS for BENDIGO BAY at BL UEWA TER RISE "A PLANNED UNIT DEVELOPMENT" NEW BERN - CRAVEN COUNTY NORTH CAROLINA VICINITY MAP -r••sam SCHEDULE OF DRAWINGS sN�r Nlu ,— BomaucaarY 3 1 aww SAE 3 FROOSED A I- I WATERaBEVrER GE, 5 GRADRA & SEAIGE, 6 EC PIAN 613 ROADWAY a SR—NG -T— ,I ROADWAYS GRADING DETAILS ,6—i,QGESN—DETAILS 1s -,sRS STITROLA.s ,T S -R SYSTEM DETAILS 'S SEHERSYSTEAI DETALLS &3D ATTENWTILYI BASIN C'ETAAKS TYPT_ ELEMENT SYMBOLOGY amen cesrnronal PG-Iro-E-+11 ea»Aawar... alwl. - - fox7oawrd.o - - N M.Y..W wW VM. a e6. 17 w4 A%—WArds - Mga/dM.IydwaA6m0* IT we ,aw M....e aesuw ab.s 1T Of Mcpw.8 VAWW a..a. 17 M PlyfoMr, B•, a•, 1Pwww 1a w1 _ - - F pu a.—e.Ae. 10 S. u S, Mw�W3-,M. f. ,y, Mme. o,..q-srrys...rwf#15de A—pt.aL.er crra6B..WAI.. Li.h al.W AL1 RIfiNTa RESERVED. THESE DRA WINGS ARE INSTRUMENTS OF SEWAND AS SUCH WWW THE PROPERTY OF —SENGINEERING, PA NEITHER _a DOCUMENT NOR ANY PART -THAS OOCUMENTMAYBE REUSED REPRODUCED QR TRANWTTEDW ANY FORM OR BY ANY MEANS ELECTRONIC OR MECHA 1WCL UDING 80 NOT LIMITED TO— G0PY1Ns,MICR-XWNG AND NDWTRI G OR BY ANY AIT -U TION SIS R AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN wRT11NG FRAM THOMAS ENGINEERING, PA, OWNER/DEVELOPER A SYDES CONSTRUCTION, INC. 100 CAROLINA PLANTATIONS BLVD. .NCASCNVI NC T861e CONSULTING ENGINEER/SURVEYOR THOMAS ENGINEERING, P.A. P.O. 8-1309-13188 COMMERCE DRNE NEW BERN —CAROLINA 19683 OFFICE (264 837-2Y17 FAX: rA4 836N18 L MAL DRAWD?VALRAWRrdm.aL L �•- SEM. , NC•-4.3a�if '•d„�i1M�•"4- moi;?, �,.•3ee3+,�• COVER & VICIN SITE IMPROVEMENTS for BENDIGO BAY at BLUEWATER RISE "A PLANNED UNIT DEVELOPMENT NEweERN-cfuvEN caLINrY- NORTH uaa.WA scue r: laoocure oz ol.fe PROTECT#: M1S031 SHEET: DI OI xI 00 tt- M to N Ln � 00 O M 2 r,4 o:, � L k m S: v c 2 w ai Q N O n M p m X 3 r\i O 3 u C O r.1p..Ac.ReRmn, EAv.R6. fe LO1 TWv.WsxF ie EG ® ® rwnpnwy L6xA Dam -- is m La Frpe. WMtl. w/PAM If m ffraw. pool a GTerel WYMaL If ELS sft . wawdlh.00 If EC? —„ — U.ssarue.N. - - a Prtpo..B Cad.., - AL1 RIfiNTa RESERVED. THESE DRA WINGS ARE INSTRUMENTS OF SEWAND AS SUCH WWW THE PROPERTY OF —SENGINEERING, PA NEITHER _a DOCUMENT NOR ANY PART -THAS OOCUMENTMAYBE REUSED REPRODUCED QR TRANWTTEDW ANY FORM OR BY ANY MEANS ELECTRONIC OR MECHA 1WCL UDING 80 NOT LIMITED TO— G0PY1Ns,MICR-XWNG AND NDWTRI G OR BY ANY AIT -U TION SIS R AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN wRT11NG FRAM THOMAS ENGINEERING, PA, OWNER/DEVELOPER A SYDES CONSTRUCTION, INC. 100 CAROLINA PLANTATIONS BLVD. .NCASCNVI NC T861e CONSULTING ENGINEER/SURVEYOR THOMAS ENGINEERING, P.A. P.O. 8-1309-13188 COMMERCE DRNE NEW BERN —CAROLINA 19683 OFFICE (264 837-2Y17 FAX: rA4 836N18 L MAL DRAWD?VALRAWRrdm.aL L �•- SEM. , NC•-4.3a�if '•d„�i1M�•"4- moi;?, �,.•3ee3+,�• COVER & VICIN SITE IMPROVEMENTS for BENDIGO BAY at BLUEWATER RISE "A PLANNED UNIT DEVELOPMENT NEweERN-cfuvEN caLINrY- NORTH uaa.WA scue r: laoocure oz ol.fe PROTECT#: M1S031 SHEET: DI OI xI 00 tt- M to N Ln � 00 O M 2 r,4 o:, � L k m S: v c 2 w ai Q N O n M p m X 3 r\i O 3 u C O f a 1 EYNOTE., 268,4 '.... - _ - _ _ sHARPNOSE S'/REEi car..«-..uu rcav ., e,+ros...w.r.c 6r arL �r T' aon ProncrAW \ aw,ewa 0J'` ,`ti �1 gra accuMwoDAln -- - _ -' -- SOUTH WIND: 1 ;.w rogrKp 'fO°q`: 60 ,>„ sRormRnarAgp \��� / 144 "HUTTDHPaNTE'M _ BLUEWATER RIJ_ Bn 81UEWATiBi MBE r, wa[rr .i oarawvw \ ` ROADWAY 4l10NMEN75 PLANNI \ 7,1 D6VFLOaMB2T 00 J101. PG aSI pr.uurrm'ar _ \ x' ZOMEO RJ Arq mgxravl®rm� .. 145 N BOARD APPRUv[D EVANS MILL Std 0]A7r2p1In'� BUD—— 152 146 147 148 149 150 151 152 153 154 6 ReMA.a .aq..�awm 18" 11 7' t f... I 155 •.� M[ruurxwar wrwaw.MAMMadaro anew ro veru ror tow fiAr�.ovrwAwe a vR xrArx Sxcrw,a v� � •. y� on[awp xorm nwxmvWaanr wqd'.... i "9P \ 1941c- C, � r ArA,nvm�tngd dourrR. AWB IRatYq �� / Yl 41 Cyy' ;2TrR -wYf �N burr. rar ctwe `Py •-C � -_ _ _- _. _. _ '/� Y� � .a ceravarrxMe AALaFm•pxraa cYeA7auwarlRaMt6,PMW. w 1 y ,`_., ON N' BINLevA7B1P;l. eeMT�iaeM naTwa cW gM[WTMgiAL. !_ V +w /f / AWa roaTAaA 4 .awe: 42 OnwP.r. WU AopAeorraLwoo....raaw.,nr�.mree xwa � ., � .. _ _..__ _. A.rA roonAB oa erer .ra.urox.+a: mAu umAawo rn �"`- _ , eOnaawxr,vomew.ra.oa,u;oorr.rarwwxwwa conrMONAREa'c _ �y -. taYva+aysRn°RgicR75Maaac .,. ... �a�'.T_.�ar'_'_• eEar--- -_.-'--edoe'-•. ,1�.'^ Mme- �a --.--/o.-o✓-.. _.__.-uar"-- am---mL�--`-- aTs-..'- VICINITVMAP T .._ ._ I .r T ,r .r -- r •r r GENERAL NOTES AND SITE DATA f. BOUNMRY AND NETLNOS INFORMATION IS AS PROVIDED ON THE'BOU YMNP-APdrTION OF GFAVEN TR,ACT82-pr a '�2D,�19I k2D� 2D B�f 2D$ »20626 94 9$ WEYERHAEUSERREALESTATEDEVELOPMENTCOMPANY•ASREPREDBYDML,ESBPLS(EIJBZ,MTEDDCEMBER t' /• l 1B, 2008 AND AS RECORDED M PLAT CABINET I, SLIDE 7O OF THE CRAVEN COVNTYREGISTRY. o» °NAC o» - v °.» arzK »A aMA » . �' V/e1 •. , '� �`-/ �1 sr w 2. DEED REFERENCE: DB 3101. PG BST. 3 PARCEL TY AD� _�.• r 1. �'_-o r. ����-�� 0. PROPERTY ADDRESSES NAVE NOT YEi BEEN ASSIDNED ND iO BE ADDED ONCE PRLIFCTMI+ROVED N.DASSrCd.ED BY THE CITY DF NEW �i-. 9. SITEZONING IS 5. THEEXISTNGSIM"CURRENTLYFORESTED. T ALL COMMON NEASAS SHOWN ARE TO BE DEDICATED TO TME PRCWERTYONNFRSASSOCIAMN. I.� . 9 v, ®»xrAc I ®c !'� '^ 41310 5 1 Fy4� '&K�y�b" • S®�Qd'<\(F � 1; ®iP` 11 ly -oltNS-c7 7 6 6ELEVATIONSAREBDONNAVDfl L6N t°�;a EXSTING CONTfNTERVASSHOMAREATONEFOOi 10RPoSED PROJECT IS NIGH DENSITY WIN MORE THAN 24% COVER NOSIORMWA1ER CddiRdFURES (SCM) TO BE »Aw A� INSTALLED S Sm f 1 185 16 2r2 W 191 $;190aiy 169 B 169 BMar! vM `11EASEOODBUINCATMP 31W5`_.A165 163 162 -ALOTIOSOHISROECTSGEWHINZOEXNOZNE 1 . W AS ESBISHED BY FEA THIS REOT M NO WAY IERCEDS THE ABDVMENTIONED FIR11 Ac f2DATED JULY L 8AEFL00ELEVAODOWSTREAM OF THIS SIIEIS..D'zAc pAc YRFLOODM �OP49gn/cR�` ,ogl q ;t. T3. MISPROJECTISNOTINNNEAOFENVIRONA r&CONCERN td.R fVNGSTREAMFOR THISP EcrisswI cNEEI, q. 1 15 BLUHINE STREAMS ND THEIR ASSOCIATED BUFFERS ARE PRESENT ON THIS SITE AND ARE AS SHOWN, - y P� IB' - or - -' bro - mm mar -mm- ' R- a®s 166 f R -- rrrLweErot ss •� 18. SECTIONAWI TLNOSMSTON THIS TRACTNDAREASSHOWN E$E$E$ id Gt r°zpp t - M a p GGG m" I �� �ar IT D211NAOE ND UTIL?Y EASEMENTSAREAS FOLLOWS: a I »r »r "� »r 184 A i0FOOi EASEMENTSALONGRBHTSOFWAY. B ¢ ;O a 179 s,1 { f rape sY _ I *� /r 160 B fOFOOi EASEMENTS CENTEREDMONO AIi SIDELOTLBIES ! r I, re S' ror�sF R_ ww87 F! fe 82 !-1 pl1883 A Ayy ,. arp3es ! 159 'd f C. fO FOOT EASEMENTSALGNGALLREARLOTLNES - x r D. OTHEREASEIMENTSASSHOWN. aA'� N'+V k xr v. ! »a ! v»Ac 169 nAK n'I 18 A, XF MINIMUMBUILDING SETBACXS AREAS FOLLOWS .✓ r Ab, r T^ ,. $ T R A 5F OT SIDE STSET8ACK5 S " 7 B® ['III \ 4 ! eK r _ . SI C, S FOOTSIDESSETBAS 1 "BI -- / WMP SI C. O ERSETNSETAACX5 7 /•e //J/////�// D. OTHER SETBACNYGISNwT4NOTFD 225 f �' ; x176 � Po ICLE F �' '% '✓ 19. MOi PIANS FOR ANY GIVEN LOT ARETtEOUIRED BY THE CITYO'NEW BERN. A _ u L raw. n'.G r � 22THE MINIMUM LOT SIZE IN'BENDIGOBAYATBLUEWAMR MSE'ISB i � -. ® ® L ~ - 20. THE TOTAL NUMBEROF LOTS&WNDIGO BAYATBLLIEWAMRMSE•ISL]L !r '` _I- _ L 6i 1 �. /•" �� r 2f THE AVERAGE LOT SPIE W WNDIGO SAYAT BLUEWATER RVI.Sf TSF i },je1 -® ,\ ® `roaKdP �, 1d. 3ITETOENGVTN OF STREETS IN'BENDIGO BAY ATBLVEWATER�I.WI LF. - % Nem' s °'e� i' " f "" yl �I 'W 171 $ / \� / R LOTS: 2T82ACRES \' I ! 81! 175 of 174 8! 173 8 �� c ig-� COMMON Aft O N SPACE: 2114 ACRES I 177 176 RI on RI a» B, p»ac a I 172 NIGHTS OFWAY: 12I5ACRE3 ! i \ FUTURE c_ TOTALS 5f 2r ACRES " B I I f D » » ° ,� / FUTURE 25. REFER tO TABLE BELOW FOR BLUEWATER RISE USA&E OPEN SPACE TABULATION lN(tO11CN THE BENDIGO flAY RWSE. w•a tl - pw �W � DEVELOPMENT DEVEIOPMEM PROVIDED OPEN SPACE AS SHO WN DOES NOTING[ LIVE WETLAND AREAS, RIPARIAN BUFFERS OR BUFFERED AREAS. r V y.w _4F$,'.y�^S-L a�m / 25. ALL PROPOSED CORNERS NE TO BE MARNED WITH IRON RPES 27. COMMON AREMJFEN SPACE SHALL BE MMNTAINED BY THE DEVELOPER UNTIL SUCH TME AS IT IS DEEDED TO THE PROPERTYdv vE4ErA7I FI P COMMONARFAH OWNERS ASSDCWTION. � F - TS PROPOSED WATER SERVICE OWNER IS THECTTYOF NEW BERN p ` 2B. PROPoSED SEWER SERVICE OWNERISTNE CRYOF NEW BERN. ..-�"-- OOUNTYLIN Rf t _________ ______ _ ... _ ___._ _._....-.- .. _..__.. 3DREFUSESERVICETOBEPROwDED BYTHECITYOFNEWBERN(INDMDUALCONTA81 M. - - - - to19R10L _ _ _ _ _ _ - _ - _ _-- _ -� _ - aw 31.PROPOSEDWAMRNDSEWERSERVICELOCATION9AREASSHOWN. _ 508 _. _. _. .. - _._. _ .- _ ___.. _ _ _ - _-_ _ - - _ �.GRAPHIC SCALE 32 ELECTRICAL TO BE DESIGNEDANOPROV/DEO BYTHECITYOFNEWBERN.--aw-a. _uw-xw-._. -- _.. .-vw-aw-iWr-row-.n-r..,-aw-A,w-.:-_xw-a.w-aw-w.v-mv-ww-ww-mmma+Y 33. ALL PROPOSED ELECTRICAL. GABLE, TELEPHONE. ND OTHER COMMUNICATION WRING SHALL BE INSTALLED UNDERGROUND. Sd. DESIGNOFELECTRICAL, CABLE, TELEPHONE, GAS, ETC. UTILITIES SISLLL BEBYOTHERS. BO d0 0 B 35.M SED GRADING AND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRLCTRMI RAN AND PROFILE DPAIMNGS, pwlh 35. PROPOSED STORM DRMNAGE SHALL BE REINFORCED CONCRETE PIPES UNDER ALL --SNP YSNDADS HP _ AC (HMG RFORMNCEPOLYPROPYLENE)WNERENOTUNDERR AYS. GRAPHIC SCALE \ 'r ` 37SREOFSTORMDRAWAGE ND UTILITYPIPINGIS TOBEDETERMINED. 385 �� \ 322 ap 288 , 3B ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITYOF NEW BERN DESIGN MANUAL. rpv00M �� JB. SEDIMENTATIONANDEROSIONCONTROLPERMITREQURED. BO 40 0 M 366 a ap5c an °pK < dO STA TE NDCITYCANEW BERN STORMWATER PERMITS ARE REWIRED, xor. xas.r vAers aan At. PUBLIC WATER9WRY(Pw51 PERM?IS RECUNiED. Mf.WNA 12. SEWER EXTENSION PERMIT IS REWIRED. MONITOR CAPE AT •a1 13UPONAPPROVMOFTHEGENERALPLAN. SUBMISSIONOFCONSTRUCTIONO MNGSMAPERMITAPPLICATIONSWILL BE �, - -- BLUEWATER RISE t321 t•O. ' SVBMITTEDTOTHEAFPROPR MAGENCIESFORRENEWANO MPROVM - SCHEDULE OF DRAWINGS SFIffT NAME f COVER 6 VANITY Z EXISTINGSIIE 3 PROPOSED SITE PLAN 1 WATER 6 SEWER MN a GRADING, ORVNAGE d EC PLAN 613 oo 11 ROADWAY.GRAONGDETMS 'T 15 ORANAGESYSMMDE_s 1. EROSION CONIRCC DETAILS r N 1B7 WATER SYSTEMQETA85 1SEWER SYSTFMDETA6S a lD 1RA ATM- BASH pETAdS OD N U Z Vn � N 5; L y X m � � v �r Z N TYPICAL ELEMENT SYMBOLOGY , I� N p � t (O LIN1 m 3 N V. O LYMnra SYMBOL DESfJBPTION PgvMrIy LYWPopM dWAY Lhw _ _ .. - - PrneAM CAm«Xrna IkNA Ia wwMme _ _ __wm faIrmsgwrd'vis N Rxi°IBS /BYIRr VMw6aim 17 W2 ISI V°w6RLdor _ - PtvpgMFNN)OaRAgawy 17 W3 PIWo IEW&UWBMRwR 1T Itis R°Pq.S WAIITSAMq 17 WB Rapog02', 5'. 6', 10' ft. LMW 17 WI Ptvaaw5 Slw 8aNW 1. 51 52 FYopvw53awr MArYwN 1. 33 s5 PIVP a-* 8.4"SMwa-MMn 18 SB SMOP0.6- 15 D3 CMM BNY✓Mq pAYf 6 GABM 15 Of ❑] , P1p FM0EIIS/OaI1MPIabdMn 1. W -- 8Wr08dw 13 DB rarOpaYCmglRgOEIIBWaa 15 EC1 TatpgaY 811 Fat5B fd EC2 11f11s TmpaaYCIaM 18 ECS ® COY FIgT Mt Br x✓PAM 16 EC4 HWBAai CAp06 diwl.YM Plot 15 ECS xxW�1� til SBF.-.8%~OMM1 18 ECT w: Ex4Mp 6 PmpasO Cmtovn - - 11.STREET SIGNS ME TO BE ADDED TO THE STREETS UPON SPIE WORK COMNLETION 1 - 369 �ZOEO R-eIN ap 317 d. �'� J T 1S 91 TREETIP MNOAK SAWTOOTH OAR WHITEOM(d SHUMMOAfLARX. D TREES SNALLSPA BECESSUCH THAT THEREARENO STREEALONGSMEETSSNMLCOMPLYWITHSECPONI"820FTHECITYOFNEWBEPNIANDUMORDIN .. SUGGESTED - -I FUTURE OEVELORMFNi 1+\ 320T1PA,ap ti• _ ,. ,.,.../1 ('' LESS THAN3 TREESPER 10a OFRO W. ADFRONTAYL �, 1naAa AL LOT TYPICAL CORNER LOT S - •�a• r i ENVELOPEAEASEMENTS ENVELOPE 6 EASEmerrs \ 3I5 Nn 1 3xb0 371 3�7g 373 3744 npAn s15 133119 qR �a t{{t f1 �•w pkv^e4 dI COPYRIONTOSOfe BY TNOMA3 MOENFERNO.PA S ALL RIGHTS RESERVED THESE I I iv - _ • f INSTRUMENTSOFSERVILEANDASSUGi REMAIN S`S I ',\ DOYIdI'1IFA'T \ THEPROPERTY OF THOMAS ENGINEERING. P.A 3 266 3 - B�f 267 f a; I _ ' ` NDODEUMEMrIweY BE REUSED, REPRODucEO ORS s A u TRNSMFRYAN EDINANYFORMOREYMEANS F�CTRONIC OR W "O1•r'• +6 �rxsm ^ xsw EO FHDTOCOY�� INCLUDING BUT GANDT LIMITW Y "� .WrppxA - � � .,. -Y_-.I5.2N,,'.. .-1-_Pi.$.... ---Y-SS»L.B.�_-. »r �J•.S,I.- »9r°m W»wr ro-u•. Ar-T"0»r ! CL - v>6� - __7B»Ir6 i RECORDING ORBYNYINFORMT AND RETRIEVAL SYSTEM WITHOUT PERMISSIO N WRITING FROM THOMAS ENGINEERING, PA. Z '155 ! 8 256 ! 257 y - 258 !'R 259 E 260 86 261 s, Bu 262 y s 263 ! x 264 R, ! 265 R' , �" 192 el ! 193 k�� m! a Ac ! K� " '! »:c G °mo jig °x. " M 1 f L - f IIIAI L (.i _ I �. o. ! I OWNER/DEVELOPER v� 1 i ttt :. 1 w' ,ffi Mw 'A ® » ® A " A. SYDES CONSTRUCTION. INC. 1 254 PLANTATI2.0 VD IMPo' _ Lu / I . L ` .. _ �. j. .... 'r JAC SONVILLE NL 285/8 18 �" •--.- CONSUL TING ENGINEER/SURVEYOR - Ac - _ _ _..® _r ®-•- ® ,R% I ` yr wra P.O. BOXTHOM300 E315B COMMERCE OMVE f $ f 253 y y 1! 1 ! •r y 7 s _ f V NEWBERN, NORTH CARaINA 28553 . B ° 1 N O F/CE' (252) SST -2127 FAX: (254 ff }2H8 ` 1 z;, 215 y'p 214 ! @ X13 f a X72 ! .2m51 c ! gk np 0 lit 2 09 y i8a 2 08 ! R 207 C k ! a1» i' _= z 1 iA Know what's below. 252 o» .,. AM wYti x/ / - Callbefore you dig. Mm - -- - E ' - - - am ,LpaAw+Ta s a n°Ac a m.i F'GYAL DRAW/NGS .r ! f »- f. -- ,� - -?,<!. ' ! f !, ! "- !. •- i 1 ! L. 2t derelp edf u,7uf rn.cnon. L »W w 9t �, f ! y ! y ! 223 g.. f . 249 250 a rbx I - A•r 251 f e B -1 216 I s6 217 218 219 220 a X21 222 1 i ra„ m ..1 » x 1 '��i1 n<L ® ® e>: �. `°ak a»,� 0 2111 1l ®e�. i ,off - 1 1 m . " 1° Y�13 7Z °ao:Ne6s�•,, Deva A ..--BPAW'H, _ r_ .. .. e�;Y�e r A i S! EBL A & AL ro 1 A f . F-t-r-�£-2�5 / �@�`+ %off o•�, _• M3{' -Mm' -T ® ® ® ® ® ® ® ® ® ® ® j ® 'T 6'�I� Pi? 242 B 241 B 240 B 239 f 8 238 B 231 ! I 236 y 8 235 a 234 8 233 a 232 ! i ' I e 1 R 5< ! a ! v pem f r v f f 1 f f 1! 230 y :e 229 ! a 226 ! B 227 !! _ I - B zas 8 245 a z44 a za3 ! SITE PLAN 247 R v Q P R - n • B R B ..6 -° w3 S R »Ac z °u.c ` E K g 226 ! `y e P 17s : ofi r !s T, popr pop a:- FxJ pRp� ,x Ax� n» axm� pxW : Txµ °»� ry�L apx_ »r .r ! ._ s epK L a w ._ SITE IMPROVEMENTS for °" BENDIGOBAY at DOMMON AREA 'X' ✓ BLUEWATER RISE "A PLANNED UN1T DEVELOPMENT" -_ -_- ��IS�t3�O- � NEWBERN. RA VEIN COUNfY-NORTI MROLI7a •• __...-Aw�mv-ww-ww--aw-rrm'-m.-a+v-. _,,rw,____ ___ ___ __ _Ano-ww-aw-ww-aw- rtw-aw SCALE f .01.18 -ew-Rw-Rw-aw-r<w-ran-ww-aw-row- a+-. �Anv�Ary-P•- .-.xw-. -n... T •M' MTE'OZ PROJECTI: WI -21 SHEET: Md20 I STORM TRUCTUREDATA SUMPa,111-SJNIPN'ESOIJT STORM PIPE DATA STORM PIPE DATA aW" , I —PNOSE S7 T 'SCHEDULE OF DRAWINGS' 26t .1— 1— 11. Al— SOUTH WIND A SHEET NAME TO ACCO—OOA rE T I M�&YC-T` , U-1-- I BLUEWA TER RISE 2 oOsTM S"IF 144 R.A.—Al—f— ------- 2 4 WALE, O—NAGE. EC PIAN 6-7 L3 ROAMAY&S�R�S 14 �AY&G�OET-S 141 148 149 1 GEs,S��-s F—, 1467 150 ;51 152 153 Is v"NA v 154 18 EROSION CON� N A S k6 SYs,E.1 JJ EGFR ,) WATER =S oorn --------- Ica AMNLATION�D—S -7 I'D 41 cL Ln p" w mmr�42 act lu u - .ml 4 Z r-4 TYPICAL ELEMENT SYMBOLOGY 1 6 cryi 194 195 19. 20 ,203 1-r2ok 204 205 11 II 265 ;,1T 113: 6 197 198 19j" 200 2?�l P.M11, c� 7 F— N on --tL Ij 161 17 16t 162 1 JS5 163 190 7 1W IZ wt 191 1119 18 I —Ac f7 WJ 17 61 184mYr AL 179 1 1 , I - 160 P�-NI 2'. 6, 8', IT 11 we HO 18�1 182 sl 113 9- S2 d II S4 —s? PmaonU saxv Ma NpM eS5 f 770 15 D3 K=31 Stan Di -T ramrC- 1 17 plv� 15 . 175 174 173 172 16 m 177 75 — FUTURE FUTURE DEVELOPMENT DEVELOPMENT 1. ECI 1. EC2 MIiarAvary OMd Dam is ec3 c NTY I'g 11- e=Ca4FIDrWW WPARI is EG M 4A,1 GRAPHIC SCALE Q Iwarwn DansG,avY w.t Plae Is Ec, 00 'a EC7 GRAPHIC SCALE 36 364 3 ts IM & L68 d 80 41 o.l DES� BY oAm ts 316 MONITOR 321 nnc LUEWATER RISE m— P.—; ZONED A_sSARFISN 317 FUTUREDE—OF—T I — CC .4) 320 17f) 148 i 371 372373 374 4! 7- ALL .WZA—IGS M INSTRUMENTS OF SERVICE AND AS SUCH R� RA 01 I 1267 00ANON PROPERTY � �S ENCIINEER—, NET�R THIS DOCUMENT NOR ANY PART � THIS 6 fir.2 C O­W�MAYW�USFD.RE�� nL TOTONG.MNC IWINGAOT LATED PHOTOCOPYING. ��� RECORDING.ORBY—NFORMATPONSTWAQE ANO RErmEmSYSTEM. mrHourpEwsvoNm WRITINGFROMn,OMASENGINEERINGPA -- - ---- ---- 255 2j 58 2 1 21610 2�1 _2 256 -T-- OWNERIDEVELOPER A. SYDES CONSTRUCTION, INC. CONSULTING ENGINEER / SURVEYOR THOMAS ENGINEERING, P.A. PO Bol(1308-13169 COMMERCE DRIVE HEW AERN NORTH CARDLINA 26663 OFFtCE, f2a2) M7-2727 F". (2 62) 936 -Is amA621 191 215 190 Klww whars below. LOL FINAL Call befom you dig. ?24 17 217 218 219 22 111- 249 250 44 N251 - ypt atw SEAL '� A 225 i 38 , c-, e, 247 241 14 232 231 a K:, 230 ��221 Ze 227 228 EimAvimcx, DRAINAGE, _I I. . - R WAGE, & E�PLA 3 24 TS for 241 1 240 239 236 237 236 235 234 233 26 177 L4 16. L4� 2 I SITE IMPROVEMENTS BENDIGO BAY at A1 Lam, BLUEWA TER RISE 'A PLANNED UNIT DEVELOPMENT 7- 77 SHEET: 05020 L �OdECTN, 20t"27 v5 1643 1sz N.z —A..4 N BUFFER GRAPHIC SCALE INS II-AU EEOSTAI LES STEER STRAPS r INTERVALS TO CUT SLOPE EXTENTS • 253 SCHEDULEOFDRAWINGS SHEET NAME& VICINITY ) EXISTING SIE _._c9. I ` cussrBPoP RAPmoTFcrroN �„_•� ON HLMiR FASR,C raxaiv WAP SEWERPLM 5 GRADING, ORAINAGEdEC PLAN FULLYSODPOCA 3LOPESABOVE VEGE ATED SHELF r - TO IIATURAL ORWND ' r ' 101 WETWJ0.S FULLYSODDEDPONO GUi TO NSLOATURALSABOVE GROUNDGRWNOTATED SHELF • --.�! 1 1, ,` ; . +� " V L' _ _ � '., ; � / _... r ` g � 252 - - - - I aN.a / l MAIN PO I f TH-93' ' -._. ....._.__ _... 24 Q r I` TEMPORARY SKIMMER 1 _ _ _ SEE DETAIL 3H W d I` 1' , 249 Q�SO I : - • _ _ � �.. _ _ __ (:.. - -- _ FOHEBAY DAM i _ • 1 4i . ` t 81J ROADWYSSERPIIS f4 RDADWAYBGRADING DETAILS I6 EROSION CONTKX.OETAIL3 f) WATERSYSTEAf DETAILS ,e SFWHR SYSTEM DETAa3 ILIO ATTEIJUATION BASINDETAIIS 00 N � � Z L v n, ¢ N L Q ' C �� _ � y---gu3 15'PERIMETER ACCESS A FOREBAV LAI- _ ,- .. _ __. B ; DAM ' O I FQREBAY RE®av . -' " ., - � � :. _., A. MAIN POND. .- n •. , x'v n 11 .... __ app � "' ," ✓ NE 2RpAn"- ..-._____- .•, .. ' i M )rtARV SHIMMER Ot--TAIL SHEET i6 ` - - /;-i '\ �, •� 1 -.----------- ' PRAP PRDTECTxXi -i/'' .�•� WOER 'Did FILTER FABRIC ' /~ 30'ZONEI PIPPa 'p EgpIPARIAN BUFFER ', \\ INTERVALSTOCUTSLOPEEJTENTS �u " `,.. /"' / ', j \\� � GRAPHIC SCALE \\\. _ .� /.%' n r4 "moo' n ,, - •\;\\, ,� � �� TYPICAL ELEMENT SYMBOLOGY SYMBOL DESCRIPTIONDE?O PAPsrty Lmsv6pnlalWAYlAre '� BMe{YN SbeMn BvOe ,Py,�®. f0'X )0'SI�M1I Trlerq'BD — Wefer VaN6Bm it W2 , plWPyy RYNxeT — _ + �s-� _ .,. .� EL MAN DR ---• $'A 1--. .—.,�_. �!'-- _ __ ._y� ___ w- _ _ _ ____ ____ '- -.- .t. _ _ — _ _._ __ ___ _. — — -_ -.. B.: -. � " f • Rnp°wJWbrSwvlce fT lY9 = = F--1 Y, V,, B•, W WSW Ule 17 wa s'' Pmpawtl Snwr MErlhaN 1B SS — P,ep GrMtySrmrySsRw MMI 16 58 WET DETENTION BASIN #1 - SITE PLAN FULLYSODOED SLOPES FULLYSODDEO SLOPES SITEDI ABOYE V.3. TO TOP —W v..S TO TOP OFSDO TLP. LX'6LOPE, TIP. 3'--(—P la, TB 10.6' B 3' p`�A CUDFILL SIOPE TO f0 �— ; —I- �— BERM i VARIES) I I I NATURAL OPETO VEGETATIVE WET DETENTION BASIN #2 - SITE PLAN FULLYSOODEO SLOPES FULLY90DOE0 SLOPES ABOVEV.S TOTOP ABOVE VS. TO TOP OFSLGPE, TLP. OF SLOPE TLP. 5' B'—+=Y B——fO.T 66' IQT 6'—j-3'-e—B' CUTiFILL SLOPE TO BERM— i i i lLITURAL OtDI1N0 6' VEGETATIVE . .a St— PIP' ° ■nn. CMaY N6YVAM OrW6LeDN /6 O2 Pbe FhrMEM 13 D+ /QNM P�aIIMLn3 — — Slvelen•OMNNs 16 OB SHELF 1 O CUTS OP TO ': I I fE6M(W,IRYFOp. EL: 1800' '1� PERMANENT NATURALGROUND v --� Y— TOP VEOETAIEO SHELFEL: 1)00' PWL PER6NNEATFOO. B.: fAar , , BOTTOMVEOETATED SHELF d: 16.00' POND GggDEDS r `�_" -- 3 I 3 SHELF �° f I IL°+ 1 --". ' 1EIpORARyp00L gy; igOry " PERMANENT- UTF SLOPE TO \` --} R LGROUND �— TOP VEGETATED 51fflFK. 1T.W' POOL --... —.� BOITDN VEGETATlU)SHELFEL: 10.00' I ��R� fA POND GRADED SOIL r.APwvyCBrulAm'm EN6+M.. 16 Ec1 Temppxy SB Fmcv 1B EC1 ® TwnPbery CM o— 1° EC3 y]�q \LI i I 1� 12'MDD/FIED SOL ---- -----J SEDIMBNTaEMOVALEL: law SOIL MODIFICATION BOTTOIIPCNB.ar OEL: ,f,q 1.0 Qt i 1� f2'MODIFIED SOIL '---- -----J SEDIMENT REMOVAL EL: law SOIL MODIFICATIONH BOTROAPONDEI: Bar NS, T 00 3z ® CMTFbI WtaNB/PAM /3 EC4 � Hevdwere C0060rsva'aw PAL 16 W6 SBFbrwb w3LMReR8l11BM fa IC) CROSS SECTION A-A' r+aLvsoODED SLOPE,R I'C —SODceDSLOPES, ABOVE vs.roTOP ABOVE V.S. TO TOP OFSLOPE, �I Y�B IO.C�- r O ROPE TIP. ~— 36' fab' 10.6' 306' 1ILF W—f-Yw—B—I . ( (VARIES) (VARIES) I r- df i I__ CUTA=ILL SLOPE TO -,�,1NA TUBAL GROI/NO cUT/FlLL SLOPE TO , 1 I I TEMPORARY POOL EL: 18.00' 1 I NATURAL GROUND —} —I— y— PDOLEL: fa00' IOP VEGETATED 9i ELF EL: 11.00' BOTTOM VELE MDSHELFEL: Iflm' i.d Q1 i 1� f � i i� CROSS SECTION TD" FuuvsoDDEO naPEs I`.0 PVuYSGGGMSL. S ABOVE,S.roTOP ABOVEvsroTOP OF ELOPE,TLP. OF&OPE TLP. P—C—�-Yi--B ID.6' 4- 10.6' law le- 10.6'--6'—}-5+--r—I i t I (VARIES) I I 3 I I , CUOFBI.S'TO ' v NATURAL GROUND! vN4TURAL GROUND CUiA-'ILL SLOP O I 1 I +_ I �. L.: iBOV TEMPORARY �... y _. EL.: I 6 1 BO VEG�)SHELFEEL. ELwb.ar PERNANENTPDOL 6.00 s f.b I f.S 1.6 1.6 41 I 1� 11 � i(7 H dj W 1m i Q ctV a ^1 0 EdN4g6PmFo,eo ConLaurs - - PROJECT REVISIONS NO DESCRIPTION 8V DA1E FORE3AYDAM- •'— -- RIPRAP LINED --_ ___—_� SEdMENT REMOVAL EL: 10.00' B PLACEOON FILTER BOTTOMPONO fI.;8.00' FABRIC. TYP. ' — -- FPoP RAP LINED --- ------I 9EOa/DN7Rd10VAl EL: law B PlACEOON FlLIER BOTIDMPDVN 9..: 0.ar FALNRIG. il'P. (y � "•L • S CWYRIOM0 MIS BY THOMAS ENGINEERING,— CROSS SECTION "B-B"- POND LONGITUDINAL rB VEGETATIVE SHELF PLANTING DETAIL (TYP.) fe' icP wnxH+-ca+cAETE ccncrxETE EMERCENcv farm PSl Fre ER AEINTUR<ml 2 ST S© N� ST ® N� Si �.::..a 2 nn+'aec e%uw,v roncaFre co xRE*E Q 2 3 2 ® ST �I Si ST 2 3 PON EL zi O' s v PnluO roP EL zra 4 CROSS SECTION 'E-E"- POND LONGITUDINALALL Toe• VEGETATIVE SHELF PLANTING DETAIL (TYR) 11.ipPlM0T111,e0/YJeETE cavcRErEELILRLMAer ayl.gg� i.. sr. sr Br 2 R,l\Afra, FBbR REnvAXIr1O) ® ® O ® ® 6PIUWAY 0' 0 Y Y DONCA6tf OrOv: Et Pry f_` RIGHTS RESERVED THESE DRAWINGS ARE INSTRUMENTSOFSERVICEANOASSUCHREMAIN THE PROPERTY OF THOMAS ENGINEERING, P.A. NEITHER THIS DOCUMENT NOR ANY PART OF THIS DOISMITTWYSE DINANYEUSEDREPRODUCEOOR TRANSMITTED IMECH RM ORGY ANY MEA NS, ELECTRONICORMECHANICAL INCLUDING BUT NOT LIMITED INO M OCOPVING, RW11ONMICROFILAIMCIAND GE AND WTRIE AL 9SYSTEM,INWITHOUTPERMBSIIOON IN WRITING FROMTHOMAS ENGINEERING. P.A. _ pl � a , • . W �J EMERGENCY SPILLWAY SECTION 'C-C'- E=proN v�KrzRFAeRk m 2 2 sr ® ® sr ® ® sr ® ® 2 HT'S •SW-STARRUSH WHITETOP(RHYNCHOSPORA COLORATA), NP- NARROWPLDWOFASS(SACCHARUM BALDWINHI SM-SEASHMEWLLOW(KOSTELERKYAVfi WN/CAI �TmTONwvTATEREANVc Y 2 ar sr sr 2 EMERGENCY SPILLWAY SECTION "F-F � ® ® � ® ® � ® ® MTS •SW- STARRUSH WHIMTOP(RH)NCHOSPORA COLORATA),NP-NARROWPLUdEGPA53(SACCHAFUM SALDW/N10, SM-SEASHORE MALLOW(KOSTELERKYA WRGINICA v Q nn•.. v1 DWNER/DERUCTIO , A. SIDES CONSTRUCTION, INC. 100 CAROLINA PLANTATIONS BLVD JACKSONV/LLENC"Sue POND VOLUMES •' SPECIESCANSEREWSEDGASEDO OMECTIONFROM THENO9THCARWNADEPARTMENTOF EWIROMENTAL QUALITY "PLANTSSHALL BEPLANrEDATGROSPAC/NGASSH0WNANDATARATEOF200PLA MT RW LINEAL FEEL OF VEGETATIVE SHELF VEGETATIVE SHELF PREPARATIONS PLANTING it It ,. SOIL PREPARATION-THE CONTRACTORS RI EYGVATE BEYONID TNEfIM3ME0 GRADE OF THF VEGETATIVE SHELF BY 12' M ORDER TOINSTALL 12'OF MOOIRED FBL AS INDICATED BELOW. 21837 177Z. THE VEGETA7/YE SHELF SHALL BE BROUGHT UP TO FINISHED GRACE THROUGH THE PLACEMENT OF 12-CFMODIFIEDSOIL, THISMI-SHALLBEANDIFIEDTOINSUREASOILPHOF APPROXIMATELY 6, WITHAMINNLIMOF f0%ORGAN/C —MR. OFFSITE COMPOST CAN BE USED TOINCREASE THE _4S51 18609 231601 ORGANIC MATTER WHILEADD/T/ONAL LIME CAN SE USED TOINCREASE THE SOIL PH. 3 THE CONTRACTOR SHALL STRIP AND STORE SITE TOPSOIL PRIOR TO POND GRADING ACTWES FOR THE PURPOSE OF TOP DRESSING THE POND, AND BACKFILLING THE VEGETATIVE SHELF. 1 1 t VEGETATIVE SH ELF PLANTINGS SNAIL BE INSTALLED UPON COMRETION OFANYCLEANOLITAND RE-GRADING NECESURYDUE TO POND BEING USED ASA SEDWNTBASM DURING CONSTRUCTI(XN a VEGETATNE SHELF PL.INT/NOS,AS INDICATED HEREIN, ARE 70 BE PLICED WITIH 3g DAYS OF GRADINGACTIVITIES. SHALLOWWATERPLANTSA WTMWWSTALLEDBETlA'EENOCTOBERIST ANDMARCHIST ITIS RECOMMENDED TO INSTALL ALL YEGETATIVESHELFFLAWVNGSSETWEEN APRIL ISTANDAUQUbi31ST.APRIL a SLOW RELEASE FERTILIZER IS TOM INSTALLED TO EACH PLANTNHIIF BEING INSTALLED. SLOW RELEASEFERTIUZER SHALL FEED THEPLMTWGSFORAM/N/MUMO' 12MONTHS RISRe 1RAMINAfJt W1NAMtv0R1IX TM+PJ-lam 1. THE OWNER ISTONSURE THAT THE WET DETENTION 843/N ANO VEGETATIVE SMELFIS MVNTNNED 'LAT°4 TMBIBWro ACCORDING TO THE OPERATIONAND MAINTENANCEPROCEWRES MFILE WDNINCDENR. " SPECIES CAN BE REVISED BASED ON DIRECTION FROM THENORTH CAROLINA OEPMiMENTOF POND VOLUMES ENWROISENTAI DUALITY. •^ PLANTSSNALLBEFLANTEDATGRIDSPACINGABSHOWNMq ATARATE0FN1gHM'T8f . LINEAL FEEL OF VEGETATIVE SHELF VEGETATIVE SHELF PREPARATION 6 PLANTING 1. SOIL PREPARATION CONTRACTOR IS iO EXCAVATE gEY01m THE FINISHED ORAOEOFTHE - VEGETATIVE SHELFSY 12•INORDEF TO INSTALL 12' OF M=EO AS INDICATED BELOW 2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINISHED GRADE THROUGH THE RACFAENT OF 12'OFMDDIFIEDSOIL. TNISSOILSHALLWE IFIEDTOINSUREASOILPHOFAPPROXaI MYa. 541 3 207, WITII AWN/MUMOF 10%ORGANIC MATTER. OFFSITE COMPOSTCAN BEUSEDTOINCRFASETHE • .1 ORGANIC AKTTER, WHILE ADDITIONAL LIME CAN BE USED TO INCREASE THE SOIL PH THE CONTRACTOR SHALL STRIPSITE TOPSOILPRK)RE POND DING ACTIVITIES FOR A TNEPURPOACTDR3P DR STRIP THE POND, DSORE AND BACKFILLINGR TO POND GRA3HELF. 1 4. VEGETATIVE SHELF PLANTINGS SHALL BE INSTALLED UPON COMPLETION OFANY CLFANOUTAND RE-0RADING NECESSARY DUE TO POND BEING USEDASA SEDIMENTBASW DUR/NO CONSTRUCTION. " 1 a VEGETATIVESHELFPLANT/NGS, ASIND/GATED HEREIN, ARE TOBEMCED WRIH GRADINGACTIVITIES. SHALLOWMMRPLA MT ENOTMWINSTALLEDBETIIEENOCTOBERRST ANDMARCHIST ITISRECOMMENDEDTOINSTALLALLVEGETATIVESHEIFPUNTINGSBETWEEN ISTANDAUOUST373T a. SLOWRELEASEFERTILQERIS TOREINSTALLED TO EACH PLMT NNILEBEING /NSTAf1E0, SLOW RELE SEFERTIL/ZERSHALLFEEDTHEPLANTINGSFORAMINIMUMOF12AfO S. i1M611MCIf M1NAN11.vd1I•I ABBI Rp B-Ism 1. THE OWNER IS iO/NSURETHAT THE WET DETENTION 1N fl45ANO VEGETATIVE SHELF I3 AVJMAINEO MI6° O1°VO ACCORDING TO THE OPERA TION AND MNNTENANCE PROCEDURES ON FILE WITH NCDENR. CONSULTING ENGINEER /SURVEYOR QI O =- i L "� THOMAS ENGINEERING, P.A. P.O. BOX 1308. 13/8B COMAfEACE DRIVEP I✓EWBF=N' NORnf CAROLINA 2°bes OFFICE: r232) 8IT-2T2T FAX: (232) 6J6.2NB r R,reureV frn'PrrnNt, Urtl,. lrTc nne rcleoeedf 0rtsln,[tiOR. ,py�yC •Q�.•61', v 0 `ALBS SEAL j C-{SB 1014 = s °. FOR THE FIRST TWO YEARSAFTERRYTW PLANTNGAND DURING THEOPTIMAL FUNTINGSEASON, ALLPLANTSTHATD/DNOTSURVNETHEINITW.AWLICATIOK'SHALLBEREPUCEDMN M YmANRd�MR e•Pvc wl, RANB®.VYIT REINSTALLED. rO IN—WI S WEEONG WGSAAIER MAI NECESSARLYAVM ER EFX UNDESIPAGINEERFORPXL IALufIxuO 10. INFORWTING3CONTAINER SZEIIVE IOCKLYAVAILABLE. CONTACTTNE ENOINEERFORWRCHASE PLCo086 INFORMATION. CONTAINER 3RE3 VARY BUi TYRL;ALLYARE OF DIAMETERS LESS TNM/4'. OE1�E6984R POND GRADING AND CONSTRUCTION SCHEDULE f CONTRACTOR SHAI.LINSTALL STORMWATER PONDAND EMERGENCY SPILLWAV AT THE SAME TMIE AS EROSION CONTROL MEASURES ARE INSTALLED AND USE THE POND FOR TEMPORARYSEDIMENT E GRIL _ STORAGE. AFTER PERMANENTGAWNDCOVERISESTABLISHED ,THE CONTRACTOR SHALL se R A WN DE-WAMR THE POND AND REMOVE ALL ACCUMULATED SEDfWNTAND RESTORE THE FOND TO THE 1Atuw'I°0 GRADEAND CONTOURSAS INDICATED ON THIS PLAN. ALTERN MLY,THECOff—TORWY TRAWRACK DETAIL 9VER-EXCAVATETHE POND DURING INITIAL INSTALLATION TOALLOWFORSEDWNT g B. FOR THE FIRST TWO YEARS AFTER INITIAL PLANTING AND DURING THE OPTIMAL RANTING SEASON ALL RANTS THAT DID NOT SURVIVE THE INITIAL APPLICATION SHALL. BE REPLACEDANDOR REINSTALLED."NSI 6'Pvc bf. e. WEED/NG INGSAfNDIL CEASNECESSARLYAVM ER TO EXNTACT HEEN INEEOETATON N•Yp'ANxI°eePMTb fO. INFRWTINGB AS ITAMER ZESV LOCALLYAVAIUBLE. COATACTTHE ENGINEERFORRIRCHASF ° 4°V WNAROmJOM INFOaMA TIpN CONTAINERS/ZE3 VMYBUT TYPICALLYARE CF DIMEiERSLES3 THAN4•, °m POND GRADING AND CONSTRUCTION SCHEDULE ON. B..10.m CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILL WAYATTHE SAMETIME DEv +'cw AVER • AS EROSION CONTROL MEASURESAIMWSTALLEDAND USE THEPONDFORTEAINRMYSEDIMENT AR 'Nw'1M11'° STORAGE AFTERPERUMENTGROUNMOVERISESTABLISHEDTHECOMRACTO Mmu LI/N. 1^TIP' DE-WATER THE POND AND REWVEALL ACCUMULATED WDIMENTMO RESTORE THERXND TO THE D— GRADEAND CONTOURSAS INDICATED ON THIS PUN. ALTERNATELY THE CONTPACTORMAY xeLwRve TRASH RACK DETAIL OVER-EXCAVATE^INE POND DURING INITIAL WSTALLATIONTOALLOWFORSEDIMEM �IA• L„ B83f r,,,,r,rr,,,,."` ,�,,,,,• ET DETENTION BAST I ETA/LS SITE IMPROVEMENTS for gENDIGO BAY at BLUEWATER RISE N.Tg ACCUMULATION HOWEVER,AFTERPERMANENTOROLINOCOVER/SESTABLISHL-OTHE CONTRACTOR WILL BEREQUIRED TODEMN ONSTRATEAND WRIFYTO THE ENGINEER TTTHE — NTS ACCUMULATION HowEVEa. AFTER PERMANENraRouNDcovER is ESTAeusHFD, THE 1Y — CONTRACTOR MUM REWIRED TO DEMONSTRATEAND YFAIFYTO THEENGINEER WTTNE ^A PLANNED UNIT DEVELOPMENT" I� APPROPRIATE ORAOEAND CONTJURS ARE PROVIDED. �f APPROPRIATE GRADEAND CONTOURSAREPROMED. I NFWB- CMVENGWMY- NO4Nb ERN T1CAflOL raa —il EMBANKMENT MATERIALS AND GRADING OUTLET STRUCTURE DETAIL ALLEMBNJXMENT85HALLBECONSTRUCTEDOFUNIFORMNATIVEMR/ALFREIFFEXCESS SILT ROCKGRAVEL DEBRIS AND VEGETATIVE MATTER MDCOMPACTEDTO B6%OF MVOWM °¢ �1 EMBANKMENT MATERIALS AND GRADING OUTLET STRUCTURE SILTEROMMIENTSSNALWCOMSG�IFOOFUiIFOMO w°1'AMRIAL,F6R%EDI'EXi0 SCALE: 1•: 1000' DATE' 02.01.18 PROIECTB' 2018027 SHEET. IVWx H..8 ORYDENSITYINACCOROAHCEWIT/ASTMOf°))FORCT012•LIFiS ,S DRYDENSITYINACCORDANCEWITM ASiMO13T)FOq CTO fYIIFTS. Water Resources ENVIRONMENTAL QUALITY May 16, 2016 A. Sydes Construction, Inc. Attn: Mr. Anthony Sydes 100 Carolina Plantation Boulevard Jacksonville, NC 28546 Subject Property: Bluewater Rise UTs to Brice Creek, Neuse River Basin PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN Director DWR # 16-0325 Craven County On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B .0259) Dear Mr. Sydes: On April 29, 2016, at your request of John Thomas of Thomas Engineering, PA, Randy Sipe conducted on- site determinations to review unnamed tributaries (UTs) to Brice Creek located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). On May 16, 2016, Anthony Scarbraugh conducted an additional on-site to determination to review an UT to Brice Creek located of the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The features are labeled as "16- 0325 A,16-0325 B.16-0325 C, and 16-0325 D" on the attached map(s) initialed by Mr. Scarbraugh on May 16, 2016. The project is located on northwest intersection of County Line Road (SR 1101) and Old Airport Road (SR 1997) near James City, Craven County. At your request, Messrs. Sipe and Scarbraugh conducted on-site determinations as stated above. During their review, they evaluated the streams using the Division of Water Resources (DWR) Stream Classification Form. He evaluated the stream reach "16-0325 A" at N 35.0068, W 77.0476 and calculated the score to be 33 points. He evaluated the stream reach "16-0325 B" at N 35.0111, W 77.0334 and calculated the score to be 28 points. He evaluated the stream reach "16-0325 C' at N 35.00372, W 77.03757 and calculated the score to be 25 points. He evaluated the stream reach "16-0325 D" at N 35.00714, W 77.03238 and calculated the score to be 21.5 points. The form states that if the score is "greater than or equal to 19 points the stream is at least intermittent. The DWR has determined that portions of features labeled as "16-0325 A, 16-0325 B, 16-0325 C, and 16-0325 D" on the attached map(s), and highlighted in blue are subject to the Neuse Buffer Rules. The DWR has determined that portion of feature labeled as "16-0325 B and 16-0325 D" on the attached map(s), and highlighted in red is not subject to the Neuse Buffer Rules. The features and the associated buffers should be identified on any future plans for this property. The owner (or future owners) should notify the DWR (and other relevant agencies) of this decision in any future correspondences concerning this property. This on-site determination shall expire five (5) years from the date of this letter. State of North Carolina I Environmental Quality I Water Resources —Water Quality Regional Operations—Washington Regional Office 943 Washington Square Mail, Washington, NC 27889 252-946-6481 A. Sydes Construction, Inc. Attn: Mr. Anthony Sydes Stream Determination Page 2 of 2 The owner (or future owners) should notify the DWR (and other relevant agencies) of this decision in any future correspondences concerning this property. This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Karen Higgins, DWR 401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that dispute a determination by the DWR or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. DWR recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing within 60 days. This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any additional questions or require additional information please call Anthony Scarbraugh in the Washington Regional Office at (252) 948-3924. Sincerely, W Robert Tankard, Assista t Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ Attachments: USGS Topographic 1:24,000 Quadrangle Map "New Bern" copy of sheet 12, 1989 version of Craven County Soil Survey cc: Laserfiche File Copy John G. Thomas, Thomas Engineering, PA (email: johnthomas@thomasengineeringpa.com) Filename 16-0325 .59-30. 0" N 034* 59'60.0000" N 035* 00'30.0000" N 035* 00'60.0000" N 035. 01' 30.0000" N 035* 01'60.000i CD - Cl - n --4 (Iry CD c" > 1-1 2 C)l mt 'K JL J 77 T Betty r,..e ml p i ;iE } rte--- �1 '� i �#f��'ifr���f���i � i` i �/' �•#n, o --lD Co rN ON V G C�; C> zz G) 0� 0) ZY LL tp 59! 3'0.'0000""N' 034' 59' 60.0000" N 035 DOT 30.0000" N 035' 00'60.0000" N 035. 01' 30.0000" N 035' 01' 60.000 North Ceram Eno enmentd Management Commission Division of water Resource For. 90 C 88ein Buffer Date ., 20y. Reviewed by 000 ��00 FMI 0 c BETTY GRESHAM LH j a n I 0 170 s / F 1 CL { .. .. C , c + DR BIG CYPRESS RD O i N p � Black Br CROATAN NATIO�p'1 Bluewater Rise \ Site BENDIGO BAY AT BLUEWATER BAY �( 178 c BUFFER AUTHORIZATION SITE tu J �f N 1h �S 11 312 313 2130" 314 1315 316 317000n SCALE 1:24 000 ROAD CLASSIFICATION 0 KILOMETERS 1 2 NORTH Expressway Local Connector CAROLIN Secondary Hwy Local Road 5 0 1 Ramp 4WD 0 METERS 1000 2000 MILES • Interstate Route US Route C 000 3000 4000 5000 6000 7000 8000 9000 10000 QUADRANGLE LOCATION FEET � FS Primary Route O FS Route Jasper Askin Reelsboro 0 Scale - 1:24000 CRAVEN COUNTY. NORTH CAROLINA NO 12 44mollip.- Jlw 10 000 Feet --------------------- 4 3 KW,neters Ra C,B Neuse River Basin Name index Number Classification Class Date spgElaipo natign Hoods Creek 27-101-38 C,-SwNSW 05/01/88 lFrom source to Trent Rim ! L ------------- Joshua Creek 27-101-4 C,*SwNSW 05/01/88 I From source to Trent River Brice -Creek 27401-40-(1) C;SwNSW 05/01/88 From source to Craven County SR 1004 Brice Creek 27-101-40-(7) SC;SwNSW 05/01/88 jFrorn Craven County SR 2004 to Trent River Wmt-Prong.Brice.Creek, 27-101-40-1.5 C,-SwNSW 05/01/88 ;From source to Brice Creek East Prong Brice Creek 27-101-40-2 C;SwNSW 05/01/98 :From source to Brice Creek Gum Swamp (Long Lake) 27-101-40-2-1 C,-SwNSW 05/01/88 'From source to Brice Creek Great Branch 27-101-40-3 C;SwNSW 05/01/88 ;From source to Brice Creek Lees Branch 27-101-40-4 C,-SwNSW 05/01/88 From source to Brice Creek Black -Branch 27101-40-5 C,-SwNSW 05/01/88 !From source to Brice Creek Georges Branch 27-101-4" C;SwNSW 05/01/88 ,From source to Brice Creek Bridge Creek 27-101-41 SC;SwNSW 05/01/88 .From source to Trent River Brickyard Branch 27-101-4-1 C,-Sw,NSW 05/01/88 ;From source to Joshua Creek Lawson Creek 27-101-42 SC;Sw,NSW 05/01/88 (From source to Trent River Bearwell-Branch 27-101-4-2 C;SwNSW 05/01/88 IFrom source to Joshua Creek Lane Branch 27-101-42-1 SC,-SwNSW 05/01/88 iFrom source to Laws -on Creek Wednesday, February 08, 2012 Based on Classifications as of 20120208 Page 6 of 72 SOSID: 0574931 Date Filed: 4/20/2017 11:59:00 PM Elaine F. Marshall BUSINESS CORPORATION ANNUAL REPOF North Carolina Secretary of State CA2017 110 04478 NAME OF BUSINESS CORPORATION: A. Sydes Construction, Inc. SECRETARY OF STATE ID NUMBER: 0574931 REPORT FOR THE FISCAL YEAR END: 12/31/2016 1. NAME OF REGISTERED AGENT: Anthony W. Sydes 2. SIGNATURE OF THE NEW REGISTERED AGENT: 3,,REGISTERED OFFICE STREET ADDRESS & COUNTY 100 Carolina Plantations Blvd STATE OF FORMATION: NC ❑ Changes SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 4. REGISTERED OFFICE MAILING ADDRESS - PO Box 7122 Jacksonville, NC 28546-0041 Onslow Jacksonville, NC 28540-2122 Onslow 1. DESCRIPTION OF NATURE OF BUSINESS: Residential Construction 2. PRINCIPAL OFFICE PHONE NUMBER: (910) 455-6956 4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 100 Carolina Plantations Blvd 3. PRINCIPAL OFFICE EMAI Privacy Redaction 5. PRINCIPAL OFFICE MAILING ADDRESS PO Box 7122 Jacksonville, NC 28546-0041 Onslow Jacksonville, NC 28540-2122 Onslow SECTION C: OFFICERS (Enter additional officers in Section E.) NAME: ANTHONY W. SYDES TITLE: President ADDRESS: P O Box 7122 NAME: Wanda Sydes NAME: TITLE: Secretary TITLE: ADDRESS: PO Box 7122 Jacksonville, NC 28540-2122 Onslov Jacksonville, NC 28540 Onslow ADDRESS: SECTION D: Section D must be completed in its entirety by a person/business entity. GNATURE DATE Form must be signed by an officer listed under Section C of this form. �600 to, �0&5 Pre Print ch Type Name of Olker Print or Type Title of Officer SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25 D MAIL TO: Secretary of State, Corporations Division, Post Office Sox 29525, Raleigh, NC 27626-0525 nx