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HomeMy WebLinkAbout20050823 Ver 1_Complete File_20050505 05082 INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM FOR THE 401 WATER QUALITY CERTIFICATION, ISOLATED WETLAND PERMITTING OR STREAM ORIGIN DETERMINATION PROGRAMS February 25, 2004 Version 2 Applicant Name: JDG Investments, Inc._ F, Applicant Address: Post Office Box 595 Selma. NC 27576 Applicant's phone number: 919 934-0118 Fax number: (919) 934-9779 Applicant's email address: dondeuce222 a vahoo.com Consultant Name (if applicable): Lee R. Hines, Jr., PE (Richie) Consultant address (if applicable): 201 Glen Road Gamer NC 27529 Consultant's phone number. (919) 773-0183 Fax number: 919 773-0148 Consultant's email address: rhines'a southwnd.com Type of action requested under the Express Review Program (check all that apply): ? 401 Water Quality Certification p k R ow D D ? Isolated Wetland Permit ? Riparian Buffer Approval MAY 1 2 2005 X Stream Origin Determination DENR - WATER QUALITY WETLANDS AND STORMWATER BRANCH 1 # of Determinations Requested Name of Project: The Bluffs at Soud*rt Property size (acres) 90.7 acres County: Johnston Nearest named stream (from USGS topo map): Mill Branch Please provide a brief description of this project (attach site plan if available): The Bluffs at Southfort is a proposed residential subdivision of 871Qts and approximately 8.762 linear feet of street. It is located in the Cleveland Township of Johnston County. NC. Please attach a map of site location using USGS 1:24,000 map and county soil survey. 1 W - . Location of project site - please include reference to the county, nearest name town and highway number: The site is located in an existing subdivision in Johnston County off of SR 1010 (Cleveland School Road) approximately 1.0 mile south of the intersection with NC 42. It is located in the "Cleveland" or "Old Drug_ Store" area of Johnston County. Proposed impacts: <0.10 150 Acres of wetlands Acres of isolated wetlands Linear feet of streams Linear feet of isolated streams < 1,000 Square feet of protected stream buffers Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list which ones. Salisbury (Catawba College), June 2004 Which other environmental permits will be needed for this project? Please list them below: Sediment and Erosion Control Permit, Stormwater Management Plan (Johnston County) Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act? No Does this project require approval of a Variance from the NC Environmental Management Commission" No Are you aware of any local controversy concerning this project? If so, please describe the controversy and any measures that have been taken with respect to public involvement. No This form must be submitted via email (c% 401express ,ncmail.net), fax (919-733-6893) or hand-delivered (Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604) within the first three (3) working days of the month for the first three months of the Express Review Program (until January 1, 2004). Application procedures after that time will be provided at a later date. Applicants who are selected to participate in the Express Review Program will be notified via email or fax with one additional working day. Successful applicants will then be instructed regarding detailed procedures for full application. Unsuccessful applicants will be queried to determine if they want to be in the following month's selection process or whether they want to follow the normal application process. Please contact John Dorney at 919-733-9646 if you have any questions regarding this form. 2 MQ7 • o ____- ?o _ A .. J ` o \ 00 _ v r.= osr \ u n N N ???• I ?? WT N / . \) O N ? 9 ? 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' 'aD IfZ' l "' Qk - CeC - .i -Z coc GoA Z , U B} / RaE NoB .A NOA theB Bb NoB _ NoA ? Aa SOILS SURVEY GeB STET s \ 1 tt >- C,-? it- GeD I Q?Q? WATFi9OG Michael F. Easley, Governor 7 William G. Ross Jr., Secretary r- North Carolina Department of Environment and Natural Resources p Alan W. Klimek, P.E. Director Division of Water Quality EXPRESS PERMIT REVIEW PROGRAM Division of Water Quality Department of Environmental and Natural Resources 401 Oversight/Express Review Permitting Unit Street Address: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: Phone #: Fax #: 919-733-0203 919-733-6893 Fax To: JDG Investments, Inc. Richie Hines Subject: The Bluffs at Southfort Number of pages including cover sheet: 5 Notes or special instructions: Fax #: 919-934-9779 919-773-0148 Date: 5/20/05 The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502. None Carolina 401 Oversight/ Express Review Permitting Unit Naturally 1650 Mal Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733.1786 / FAX 919.733-6893 / Internet: httn:/fli2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 500% Recycled/10% Post Consumer Paper A TF? QG I? r 0 -i Mft_ 11C Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources May 20, 2005 JDG Investments, Inc. PO Box 595 Selma, NC 27576 Subject Property: The Bluffs @ Southfort UT to Mill Branch Alan W. Klimek, P.E. Director Division of Water Quality DWQ EXP# 05-0823 Johnston County On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B.0233)-EXPRESS REVIEW PROGRAM Dear Sir or Madam: On May 19, 2005, at your request I conducted an on-site'determination to review one feature located on the subject property for applicability to the Neu. a Buffer Rules (15A NCAC 2B .0233). The feature is labeled as "1" on the attached maps initialed by me on May 20, 2005. The Division of Water Quality (DWQ) has determined that the feature labeled as "1" on the attached maps is subject to the Neuse Buffer Rule, the origin of this feature has been delineated and identified in the field with blue flagging. This steam feature and its associated buffers should be identified on any future plans for this property. The owner (or future owners) should notify the DWQ (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 DWQ 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 John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatoryhearing. 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. DWQ 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 150B 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. 401 Oversight/ Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893/ Internet: htto://h2o.enr.state.nc.us/ncwetlands None Carolina Naturally An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper JDG Investments, Inc. Page 2 of 2 5/20/05 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 Deborah Edwards at (919) 733-9502. Sincerely, 6 `" f Alan W. Klimek, P.E. AWK/dae Attachments: Johnston County Soil Survey map USGS Edmondson Quad map cc: DWQ Raleigh Regional Office File Copy Central Files Richie Hines, Jr., PE-Southwind Surveying, 201 Glen Road, Garner, NC 27529 Filename 050823TheBluffs(Johnston)EXP+origin Y Nob Wa6 , . Nk8 t. Rnf ? vJob I Wc6 '? AaA - "- Ey w / 'V/DD, AaA ,A I f'oB 'vVaE Nob NoA Bb?-...WaB -? - U ,C PaD/f Rz \? 'i v vo8._ 1 c8 -? NOB Woe was Bb WaB RnF / N, 3 Ra kg Qa O 1\? _ c ?? Drug NLA fao'Q _ Nk8 NDD ?..i r_ec Store Urt / To Cob 0 0 Ce(, fvcB 0? ?? - BbNkB ,? - / ?P6 e \J ,? ?? Nob - RnF.y In Nc8 RnF BrA PaD v 3 / CeB 9?. //616 cB Bb Nh6 ? Cc, P J. Q (Cer ` PoE Bb_ RrF RnF % PaE`??.? Pa?? 'vV'zB 'Wt Wa8 NcL UcC< <-- Pao VcB ?..NkB -Nk \S? C? 8 FuA - NoB - 1 ??. 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PaD a McB 1 l BnA Bb/ Mc@:.: RPaE f? - aE Wf lsn f ? m ',. , _ t 3 No6 ( boa GoA =o Uc8 PaE McB PaD PaD ??-?-iMA MOB Bb - ...Nk8 - . a ,: o I >> o f \ C, : FFes?-- F O /i II O - N ?/ on -- ?F •O ? `_ _=`/1 I N. THo gtVFFS AT SOUTHFOPT F?ANTATI ®IU b a 0 w c P4 w a? U o 0 a? O U 0 y O ?-a Ln 0 I I 4) A 4J a? a? I ua o o? 0 N II ? U .+ q i -rl ? i U U] O OF W ATF9QG Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources O `C Alan W. Klimek, P.E. Director Division of Water Quality EXPRESS PERMIT REVIEW PROGRAM Division of Water Quality Department of Environmental and Natural Resources 401 Oversight/Express Review Permitting Unit Street Address: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: Phone #: 919-733-0203 Fax #: 919-733-6893 Fax To: JDG Investments, Inc. Fax #: 919-934-9779 Richie Hines 919-773-0148 Subject: The Bluffs at Southfort Date: 5/12/05 Number of pages including cover sheet: 2 Notes or special instructions: The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502. Richie, Please make sure that vou have been to the site and have evaluated the features on the map before I make a site visit. Thank you, Debbie No ehCarolina 401 Oversight/ Express Review Permitting Unit aura in 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: htto://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper O? W AT F9pG Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources p -? Alan W. Klimek, P.E. Director Division of Water Quality May 12, 2005 EXPRESS REVIEW ACCEPTANCE LETTER JDG Investments, Inc. PO Box 595 Selma, NC 27576 Fax #: 919-934-9779 Subject Property: The Bluffs at Southfort On May 12, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from Lee R. Hines, Jr. regarding a stream origin call for a project known as "The Bluffs at Southfort" for acceptance into the Express Review Program. This letter advises you that your project will be accepted into the Express Review Program once the following items are received 1) a fee of $200.00 made payable to the North Carolina Division of Water Quality, 2) four complete and collated copies of the most recent versions of the NRCS Soil Survey map and the 1:24,000 USGS Topographic map for the site, both with the property boundaries located, and 3) a vicinity map clearly marking the location of the site. Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until receipt of the completed application package and required fee are received. If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at 919-733-9721 or Deborah Edwards at 919-733-9502. Sincerely, Alan W. Klimek, P.E. CBK/dae cc: DWQ Raleigh Regional Office File copy Central Files Lee R. Hines, Jr., PE-201 Glen Road, Garner NC 27529 NpfthCarolina ll?llCQ ?lf 401 Oversight/ Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: httn://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycledll0% Post Consumer Paper HOLSTEIN i DRI V Q s Q~ i m~ 0 0 i ~2 2 o o~ ~o G~ 0~ 0 ~J Q~ VICIh~IT"6. 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OVERALL LAYOUT 2. EROSION CONTROL PLAN (PHASE II) 3. UTILITY PLAN (PHASE II) 4. STREET "A" PLAN AND PROFILE I 5. STREET "B" PLAN AND PROFILE 3 6. STREET "C" PLAN AND PROFILE 2 ~ 0-1. DETAILS 4 D-2. WATERLINE DETAILS 4 I 0 ti OWNER: RAPHIC SCALE G JDG INVESTMENTS ~ P.O. BOX 595 o SELMA, NC 27576 n~ ~r t 1 iach ~ 160 tt. SHEET N0. SCALE ,ti~punrrgr . DATE: NOV. 2005 HORIZONTAL• CAR ~~~~r o~am FE,1 ~t1~ Q~i - 4 05-0051 1 y=150 SW PROJ. !I ,~~~~s r~ = DBR VERTICAL ~Q~ = ~ a1,..,~ r nr cnI ITUCr1D' urn~T p~ n~~TeTln DWGFlLEII SEAL =i VW~ LRH SURVEYING AND 201 GLEN ROAD V J V V I n r v 22933 ~ CHECKED ENGINEERING, INC. 919-773-0183 OF: < GARNER, N.C. 27529 <~..~t,G d,~F~:;.• 11-17-OS pg" LRH 919-773-0148 (FAX) DATE of In^ \ ENC. h i i11` REY.ND DESCRIPnONS DAZE s" REVISIONS = _ ~ ' ~ ~ vi TABLE OF IMPACTS- - - - _ ~ SIB AN _..S-TR€A#~ BUFFER AC I~ 1 /0.17 fi48 0.23 ~ I ~ ~ - - ~ ~ / ~ r-- - ~ ~G 'C~ a ~ / - ~ DP-1 E TENDS A OSS E ~(I ~ - ,,a a ' ~ ~ - - \ ~ ~ CHANNEL FROM TO TAP a ~~m / / a ~ ~ \ \ OF CHANNEL B FORA a a Z / / - ~ ~ I ~ENGTH 60. ~ a ~ ~ / _ - ~ \ ..,1 \ ~ 1 ~ ~ ~ I a a Q / I ~ / a - ~ ~ ~ ~ a ~ / i ~ _ _ 1 ~ ~ ; I ~ i ~ a 2 080 IaF R / ~ - _ _ ~ 77 \ ~ ` -~61~, \ ' m i r WI HE W E D ~ ~ J a ~ ~ ~ / i DA .7 A~. SEDIMENT TRAP DIMENSIONS ~ ~ / _ 4 f _ • ~ ~ \ \ i ~ ST WIDTH LENGTH DEPTH WEIR ~ \ Ls 3 I I ~ ~ ~ / ~ / STREET 8 STA. ~ ~ 1 ~ ~ ~ I ~ / -Hif,H-PONi~ 5 14 28 2 4 ST-7 SIR W W~ - - i - H1~F PONi~ - ~ ~1 N N , ~ TYP 6 16.5 33 2 4 - ~ / ~ ~ i ~ ~ ~ ,~$(1W W NETTING 7 13 26 2 4 ~ - _ ~ _ - - _ STRAW W NETTING ~ 1 8 9 18 2.5 4 13+00 14+00 ~ 1 ~ ' / 9 32.5 65 2 8 ~ , ~ ~ , ~ - ~ - , - 76 ~ ~ \ i 1 ~ ~ ~ - i - 1 ~ + - i ~ ~ J I ~ ; ~ / ~ i~ ~ ; LEVEL SPREADER DIMENSIONS ST 5 . - ~ ~ I _ _ _ J _ - - ~Aw ~j' t ; I TH LENGTH DEPTH , I Aw w/ ~ G ` _ _ LS ENT. WIDTH END W D ~ - J S 6 r / 10 0.5 ~ ~ ~ ~ 1 10 3 /r /f i a ~ , DRAINAGE W I i 10 x 0 SIGHT W ~ ~ ~ 2 10' 3 10 0.5 / ~ LS e r r a N a a ~ ~ ~ ~ 2 ~ A TRI (TYP) ~ ARRO ( ) ~ , 1 1 0.5 ~ ~ ~ ~ a I ~ ea'" ~ 3 10 3 0 ~ r a / ~ / l l ~ 75 4 10' 3 10 0.5 ~ r ~ a ~ , / ~ r / a a $ NCJ~ S~IA 6 i a 9 l mAT ET 1O / ~ r ; a a a DISSIPATOR PAD DIMENSIONS ~ ~ ~ ~ E Fl E FFSITE$ / / i ~ 1, / ~ / , DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH ~ , i~ , \ / ~ ~ ~ END OF PIPE END OF PAD 1 , ~ i / ~ i r i I ~ ~ 1 N A N A 60 1.5 2.0 ~ i ~ / I ~ r ~ ~ ~l ! 1 / ~ ~ , l ~ l l ~ i ' ~ ~ ~ ~ J i I , ~ ~ ~ ~ ~ ~ ~ I r / OUTLET DITCH DIMENSIONS ~ ~ I ~ ~ ~ , I ~ ~ ~ / / / / ; I l ~ ~ 1 1 DITCH # LENGTH SLOPE LINING 1 I ~ i, \ i ~ ~M 1 1100' 2.0~ STRAW W NETTING ' ~ t7 » > PLACE A ROCK CHECK DAM AT THE END - +N MN PVI STA = 8+50 ' OF THE DISTURBED AREA. .j PVI ELEV = 234.00 PVI STA = 12+50 FQ- J ~ LENGTH = 335.00 PVI ELEV = 257.00 (A W R K = 30.04 LENGTH = 260.00 260 --.__..-_._-_.r_. _-------------r------___.___...._______.~__.. r____________ I K = X0.29 ..~,-.r -r--_.___ - j - i 260 ~ I ~ + j W i I W I I ~ ~ I I i , , ~ ~ ~ I I ~ i ~ I i I i ~ i ~ ; I ~ Z I _~------~__a w Q I S ~ ~ ~ i I ~ j oo ~ d ! I I I I ~ ins ~ ~ oo ' ~ o I Z O ~ ~ I I ~i I + ~ ! ~ oo t F I I \ ~ 250 ~ 250 - _ _ ~ ' rn ~ ~ t~n w CONSTRUCTION SEQUENCE FOR STREAK CROSSING + i y°I" I U IMENT TRAPS I ~ y~ 1. CLEAR AND GRUB ROADWAY AT CROSSING AND INSTALL SED I I I I I Q ~ ' ' I ` OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. o ' ~ _ _ _ _ W 2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE w I I ~ ' ~ J ' EXISTING BED OF THE STREAM TO ALLOW THE "NATURAL" STREAM PR OSED GRAD ~ 9, ~ i O BED TO REDEVELOP. I - g0 U ~ 3. T P ~ INS ALL DISSIPATOR AD v aQ 4. DIVERT TREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. THE S = = 0 ~P ' - p i 5. INSTALL THE SECOND CULVERT AS IN NOTE 2. _ d a G R ' REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM TO 240 - ! I I I - ~ I P + 240 V 4 I FLOW THROUGH BOTH CULVERTS. Wq ~R, ~ I ~R ~ UlyF I 6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT FENCE ALONG i I I I THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO I I ~ I SEDIMENT TRAPS TO CONTAIN SEDIMENT. i ' 7. GRADE ROADWAY. _ ~ - _ 8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE. i i ~ i I I ~ EX STING GRAD ! ~ ~ I I 230 ~ - - 230 ' W/ AD ALL EACH HND I I AT 1.5 SLOPE I ~ ; i I ~ I USE ROA WAY STAND RD DRAWIN 838.22 I I I ~ i I ~ ~ I. ______--a-.-----------__~ ~ -1--- I ~ I ~ I ~ I ~ BURY INVER S ONE F00 I ~ i I ~ BELOW STRE BED FOR i LOW FLOW SSAGE OF I I ' I ~ I WATER AND AQUATIC OF . i ~ ~ i I ~ i I ~ __._--__-t.._.-----__-- ~ _.~_.M.. 220 t i 220 ~ - ~ ~ i ' I AQUATIC LIFE PASSAGE TH OUGH CUL RTS I ~ ~ ~ ~ ~ , ~ I ~ ~ i ~ - - - _-t- I - - I ~ I I ~ ~ I ~ ~ i~ h 0 a0 r I~ M tnM MN I~~ r'M OWN 000 r~ rn t\~ ~M ~iN NO (V (D cD~~ M~ m~ N c0 O cD ~ ~ ~ .i•- .10 .cG .fir- N ,c0 .N .M .r- .O .IA IA O f~ N M . O N O t0 IN OD O c0 ~ rrJ r d1 4i 00 c0 d' N I ~ O 00 I~ j . ~ (V O O d';Of ~ 00 rlOi N O ~I(V ~I~ ~I~ ~ M ~ ~ ~ ~ d'~ MM NM NIt7 ~ ~ ~ In ~ N ~ er N ~O ~r ~O ~N ~ ~O ~ M~ N~ NIA N~ N~ N~ N~ N~ N~ N~ N~ NIA N~ N Ni N N N N N N N N N N (N N NN NIN NN NN NN NN NIN NN NN NN NN NN NN ~ i ~ ~ ~ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 » » I ~ » > i I, ``'ti~UIU(Iq~~~,,' tV~ ckFO o~a+m LRH dQ~R~,^ L.Gy~~j~, SCALE SHEET N0. DATE: NOV. 2005 ~ ~ i o~?wu DBR ~ HORIZONTAL: ;Q r:: KCAL 'i' ~ i ni i ~ • n ~ ~1 i" f'~ 1 1 T I 1 r SW PROD. 05-0051 1 „=50' ITI IP~'1P1T 111 ~ ?IT ~ T1~1\1 /1T11rrT 17 . s 2w CHECKED ~rtn " SUKVLTINU ANU 201 GLEN ROAD U C JU U I h r L J I h C U K I rLH IV I H I I V IV I K L L I t I A DWG FILE # VERTICAL r.:v ENGINEERING' INC. GARNER, N.C. 27529 1"=5' i~+ti lr tY il.':CrF'6 • 1 ADDED WETLANDS INFORfdAT10N 1-03-06 . . 3 I D O PROs ENC. LRH 919-773-0183 3 DAM 919-773-0148 (FAX) OF: 6 REV.NO. DESCRIPTIONS GATE f1 t REVISIONS .7 URVEYING NG N AND DEVELOPM T HOLSTEIN DRIVE s~ o mo ~Z l c~ W o= o ~~o~ v ~ 0 ~J P~ I _ VIClh~lfi`8. MAP N.T.S. I _ IN T ER _ ST _ At _ E I . ~ ST - A t E ~ 40 0 nn~o i _ y ~ V ~ - i I y _ / \ .ma. \ illy / .i~/ ~ \ ~ v / ~ \ ~ ~ \ ~ / / C~3- \ \ ~ ~ ~ / / / / / / / ~ ~ \ ~ ~ t ~ ~ / 25 ~ T ~ ~ ~ ~ \ ~ / / i ~ \ \ \ / / EA ~ ~ A ~ „ 1R ~ ~ \ ~ ~ ~ / • / ~ i / / 'vim i---'~ ~ \ \ ~ ~ ~ # / , / 'r', TORE CROSSING . ~ , / - 12 I REQUEST ~ \ ' 12 / ~ / 87A 13 / A ~ \ ~ DEBORAH / \ i ti ~ ~ 7r3 --D N ~ ~ / \ ~ \ ~ ~ \ ~ aN w Q ~ ~ ~ / ~ ~ ~ 4, ~ \ i ~ ~ \ I ~ / ~ ~ i 6 / , / ~ ~ \ : ® \ - i \ \ ~ / ~ ti 74 t~ 7 CURREN ~ 3 T CROSSING e A / i REQUEST DN / ~ ~ _ w 4i Ml • _ _ r ~ - ~ ~ ~ _ l ? ~ : 2 NSF / ~ ~ - ~ / _ - ' GERTRUDE HO 1 ~ ~ ~ ~ - ~ ~ - - _ - _ ~ l / DB 576, P 46 ~ ~ - r ~ _ ~ i - \ ~ - , ~ ~ - r y I ,Y y y - \ r ~ y / i y y y y 1\ y y ~y y y y y y y y y ( I ~ ' ~ _ (gyp ~ y / / y y y y y y y y ~ y y y 'r y y y y / y y 1M` \ v ` y ~ / \_Y// y i' .Y y y y y y y / y y y y \ I~ / y y y y 1 ~ fit../ I .Y y y .Y y y y y ~ ~ I y y y y 'y y y / ~ PRE • , y y OUSLY P r~ y y y ERMTTE y y i~ ~ ~v I y y y y y /~r _ y y y ~ o/ D_ y y y y y y / i' STR y y y ;y y ~..../L7 F~ CRO y ~Y y y ~ A _ _ SSING ~ / / y y \ I y y y y OR / ~ ~ y ~ y / \ ~ y ~ r ~ y y y1 y y y y l Y _~i y y y y y y y y ~ ~ ~ ~ - i - y y y y y y ? / ~ ~ .Y .Y y y ~i \ y y y y y / i ~ ~ ~ ~ 'SEC I ~Y y y y / / I ~ ~ y y / \ 1 V 1 I ~ r _ - _ - auac OItl1E 30' R~ ~ ~ . / -B~ PG` G' , ~ SHEET INDEX: 1. OVERALL LAYOUT 2, EROSION CONTROL PLAN (PHASE II) 3. UTILITY PLAN (PHASE II) 4. STREET "A" PLAN AND PROFLE 5. STREET "8" PLAN AND PROFILE 6. STREET "C" PLAN AND PROFLE D-1. DETAILS D-2. WATERLINE DETAILS GRAPHIC SCALE a ~ OWNER: JDG INVESTMENTS P.O. BOX 595 tMF'~') SELMA, NC 27576 ' 1 inch ~ 150 tk ,~~~~UUuU?+U~` SCALE SHEET N0. ~ FARO ''r., DESlf~dm FEJ ~i DATE: NOV. 2005 A , ' DBR ~ ' Q~ s ~ ow?w~ HORIZONT L. SEAL : = ~l' SW PROD. 05-0051 1 „=150' r i i r n n -r n i A I. I T A T I r1 \ I . i h r v rc i r LAIN i H i i v iv ~ I DWG FILE , vj ~ . Z;dw ; •w I`' ww•y It CHECKED arch SUKVtYING ANU 201 GLEN ROAD Uf JVV I I"r Vr ENGINEERING, INC. GARNER, N.C. 27529 y'~!I'lGy' 11-17-OS LRH 919-773-0183 '•F l+` PR" j Doh 919-773-0148 FAX REVAO. DESCMPnoN$ DALE l"/ h~, 11+1 l191iflll U OF: 6 REVISIONS URVEYING/ENGINEERINGA.AND DEVELOPMENT f - ----s r- _T - . ~ _ i _ - ~ ~ - ~ ~ aF P~c.TS- - _ - TABLE - - - - - - ~ I ~ ~ _ _ _ - _ I SIB AN _._STR€-A~I f BUFFER AC \ _ - - I - _ ~ ~ 1 /0.17. r---- 'f•48 0.23 . 78 ~ I ~ / / / ~ - - - - X240 • " ~ _ - - ~ d G \ DP-1 TENDS A ~OSS E I eA' ~ a z ~ ~ y~ i - \ CHANNEL FROfrI T TO TOP m / ~ / \ a w'I ~ ~ ~ ~ ~ ~ / ~ \ _ ~ OF CHANNEL BAN FORA a a 2 , / / I / ~ I DP 1 1 I ~ ~ a a / 1 ~ ~ g ~ ~ a ~ / ' ~ ~ ~ ~ 2 080 kF ~ ' R / ~ _ , 1..-- - ~ ~-~b~° ~ a WI H W D ' r 131 ' . ~ ~ ~ ~ a ~ _ SEDIMENT TRAP DIMENSIONS DA= .7 AC. ~ . _ • V ~ ~ ' ' ~ ..--350-' N ST WIDTH LENGTH DEPTH WEIR ~ ~ Ls 3 j / / ~ / i -4 / STREET B' STA. ~ ~ 5 14' 28 2 4 ST-a STR W W/ ~ - HIPh~ ° N1PH-P91NT - N ~ ~ TYP 2 4 i / ( ) 6 16.5 33 ~ ~ ,~4W W NETTING _ `STRAW W NETTING ~ ` I _ f 7 13' 26' 2' 4' - - = _ - - i ~ ' - ~ ~ + ~a+ao 13+00 14+00 _ I 8 9' 18' 2.5' 4 76 ~ ~ ~ i , ~ \ , ; 9 32.5 65 2 ~ r ~ ~ r i W - ~ T ~ - ~ ~ % - LEVEL SPREADER DIMENSIONS ST-5 j , ~ _ AW W/ ~ G l ~ 1 i , _ - - - 3`T~Aw I J DEPTH S -s LS ENT. WIDTH END WIDTH LENGTH ~ ~ ~ ~ 3 10 0.5 ~ /r a ' 1 10 r a / AINAGE W 10 x 0 SIGHT ARROW I ~ ~ ~ i ~ ~ LS-1 ~ r a a a 2 3 10 0.5 ~ it N 2 TRI (TYP) ~ t ) I t ~ - ~ 3 10 3 10 0.5 ~ r a ~ , 75 / ~ \ 3' 10' 0.5' i r i a a - r ~ ~ 4 10 / r / a a ~ ~ ~ $ r ~ ~ 8 ~ \ a / AT E 9 ~ 10 11 l ~ ; \ ~ / / 11 ~ - i a a a I ATOR PAD DIMENSIONS ~ ~ E Fl E DISS P ~ ~ FFSI TES ~ , ~ i i / ~ ( , ~ 74 i ~ % DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH ~ \ / ~ I ~ END OF PIPE END OF PAD ~ ~ / ~ y ~ % ~ 1 i ~ - ! ~ ~ / ~ / ~ ~ ~ / , 1 N A N A 60 1.5 2.0 ~ / ' ~ ~ r r l c l 1 i I ~ ~ I ~ ~ ~ % ~ , I ~ i I ~ ~ i ~ ~ OUTLET DITCH DIMENSIONS ~ ' ~ ~ , I , ( I t ~ ~ I 1 It I ~ ~ r , ao ~ DITCH LENGTH SLOPE LINING # » » ~M N~ 1 1100' 2.0~ STRAW W NETTING n » > PLACE A ROCK CHECK DAM AT THE END _ +N MN TH DISTURBED AREA. PVI STA = 8+50 ' OF E .j PVI ELEV = 234.00 PVI STA = 12+50 2+50 ~ J LENGTH = 335.00 PVI ELEV = 257.00 !57.00 ~ W _ ..____.K =_30.04 LENGTH =_260.00 x0.00 ~__---_T___-__.-___ _ _ _ 260 260 r---- --r- - -----r ; - K ~ ~0.29- I !g T i I i w W ~ I i ~ ~ I I i i i ~ ~ ~ , I I i _ __________~__a z _ _ _ i - ! i - - - --I-- - t- - W I ' ~ i = I ~ Ono ~ a I ~ I I 1 I i • ao ao z ~ ~ ~ I +t ~ 00 N ~ o j ~ ~ ~ ~ v _ 250 ' F ---__-.l__ I - - 250 ~ ~ _ ~ ~ W I i g°h i V ~ ~ Q y~ 1. CLEAR AND GRUB ROADWAY AT CROSSING AND INSTALL SEDMIIENT IiRAPS I ~ ~ OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. o Q ~ ~ ~ _ w ~ ' I R T CULVERT WITH EACH INVERT ONE FOOT BELOW THE - W 2. INSTALL THE FI S PR OSED GRAD 1 ~ M N ~ A I I ~ ~ ~ ~ EXISTING BED OF THE STREAM TO ALLOW THE NATURAL STREAM y, ~ ~ I v I ~ - BED TO REDEVELOP. . 5~ W 3. INSTALL DISSIPATOR PAD. N J <Q ~ ~ I ~ ~ ~ ~ 4. DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. I = = p ~P P ~ _ - --I- - - P - ~ 240 5. INSTALL THE SECOND CULVERT AS IN NOTE 2. _ __-4 _ a a _ G _ ' TH STREAM TO 240 - - - ~ ~ REMOVE THE SANDBAG DIVERSION TO ALLOW E ~ ~ 4 i FLOW THROUGH BOTH CULVERTS. t ~ Wq R. ~ ~ ~R( 1 rNE T FENCE ALONG ~ 6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SIL ~ i ~ ~ ~ i THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO i ~ I ~ SEDIMENT TRAPS TO CONTAIN SEDIMENT. ' 7. GRADE ROADWAY. - - rt ~ AY FILL SLOPES AS SOON AS POSSIBLE. 8. STABILIZE ROAOW i I ~ { I i i , i ~ ~ , I I EX STING GRAD i ~ ~ ~ I ~ _ _ ~ -f- 230 230 - ~ _ I W/ AD ALL EACH ND i ~ i i 1 i AT 1.5 SLOPE ~ ~ I ~ ~ I, ' i USE ROA WAY STAND RD DRAWIN 838.22 I i ~ ~ i ~ ~ J - - ~ ~ ~ i I ~ BURY INVER ONE F00 ~ ! % i I BELOW STRE M BED FOR ~ ~ ~ LOW FLOW SSAGE OF ~ I I ~ WATER AND AQUATIC LIF . i i f l ~ ~ i -._.u_._- _ ~ 220 t--- - - _ _ _ _ , - 220 I - i AQUATIC LIFE PASSAGE OUGH CULV RTS ~ ~ ~ ~ I ~ ~ ~ ~ i ; I ~ ~ ~ ' I ~ I I I ~ - - - - - - r ~ I ~ ~ ~o ao ~ ~ M i ~ ~ M N N ~M 'N O X00 rM ~M N;N NO N ' 10~~ r+10 ~cn0 rn~ NN cow O~ cOM ~0 r`?p r"N ~N rM O ~t CO r0i NO `-cV Oh(j Mpp ~M O~ '~N ~'`~O .M a~rn aoN .O ~c0 .~N .00 .O rl c0 ~ M N rn 01 ~I d. N~r; p O ~I i N M~ N~ N t~ ~I ~ to In ~ ~ d' ~ I d' M M I M ~ d' ~ ~ ~ ~ N N ~ NN NN NN N'N NN NN NIN NN NN NIN NN N N ~ ~ ~i~ ~ ~ Nib ~ ~ d ~ d' ~ d' ~ d' ~ ~I~' ~ NN NN NN NN NN NN NN NN NN NN NON NN N~ N f ~ ~ ~ I I _1_ ~ .-1- ~ _ ~ _ _-_A._ 7+00 8+00 9+00 10+00 11+00 12+00 13+0( 16+00 17+00 18+00 19+00 13+00 14+00 15+00 » » i » ~ » > 1 I N i ~t~„uiniif~1j SCALE SHEET N0. caF.~ LRH e~ DATE: NOV. 2005 q~~S~rC HORIZONTAL: 4 ~ o~w~ DBR ~ PQ r SW PROJ. 05-0051 1"=50' ~~i ~Ti irnnT nl ~ ?IT~TIr1?I .~.re~,r-~T . 1 2" ~ : NL "w" J` CHECKED L.KH ~ SURVEYING AND 201 GLEN ROAD u r .J u u ( h u u i h r v K i r LH iv i H i i v iv ~ I K t t I A DWG FILE # VtK IIGAL' e.r ENGINEERING, INC. GARNER, N.C. 27529 i°=s ~'•w,';;r;~FJ,~•' LRH 919-773-0183 1-03-06 S 1 Q Q PROD ENC 1 ADDED WETLANDS INFORMATION , pAh 919-773-0148 (FAX) OF: 6 REV.NO. DESCMPIMS DALE tlfay REVISIONS URVQ1NQ/ENQINEERINQ/LANQ NT ti HO~SrEIN DRIV o ma z ~ o~ „o G~ Q~ ~ ~ 0 ~J P~ _ _ VIClhilfi:6. MAP N.T.S. I 1 IN _ T E _ R ST _ A T 'v l A T E 40 , _ _ o ~ ~ . D ~ 1 1 i ~ ~ ~ Q1 ~ _ ~ .i _ ~ ~ _ JAN 0 5 2 ~ - . , ~ ` 006 ~ ~ ~ ` DENR WA1ER QlJALI ~ - ~ ~~U3AN0ST n` / / / ~ ~ ~ ~ \ ~ / / /,,-/i / ~ M ~ ~ 24 ~ ~ ~ ~ \ \ ~ ~ ~ \ \ \ / / ~ ~ / / ~ ~ / ~ ~ \ / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ i ~ ~ ~ ~ / ~ i ~ ~ / ~ ~ eA ~ ~ ~ / tr ~ ~ ~ ~ ~ 52 ~ ~ S1 ~ ~ \ ~ I ~ i ~ ~ TORE CROSSING FU ao - O / \ / ST ~ ,2 REQUE \ C 13 / 87A ~ A ~ _i ~ o~~ / \ I \ ~ \ ~ ~ J ~ ~ \ a w? ~ \ 4 ~ ~ 47 \ \ \ \ ~ ~ i / p ~ ~ \ 8 4 / \ ~ i / \ I \ 7 I ~ / Yll / \ ~o ~ I l ~ ~ ? ~ ~ lV M CROSSING ~ I ~ ~V~ DN 6 , µ ~ _ 8 ~ r ~ / ~ ~ , - - _ ~ V ~ N ~ ~ ~ / ~ - GERTRUDE li 1 ~ / ~ ~ ~ DB 576, P ~ ~ ~ - ~ i ~ _ _ ~5 42 ~ I / 1 Y I /ti I - ~ J / ~.L / yam" y Y y Y Y Y y Y~ Y y ~Y y Y Y y i ~ \ y Y Y Y y Y y y y Y Y y ~ ~ Y Y Y~ ~ ~ Y y ~y y y ~ Y Y ~ r7~[ I y y •Y Y y Y Y Y / ~ ~ P Y Y Y Y y Y Y y IZE1/Ip~ ~ Y \ ~ SLY PE C r~ y Y Y Y / ~ ~TTE~ Y Y ~ O / ~ Y Y Y Y ~ ST Y Y Y Y V I~R Y y Y Y Y Y OR A \ • ~OSS'N ~ Y Y y G _ ~ .Y _ / ~\Y y y B ? / y y y y ~W 1 y y y y y y y y / / ~ y y y y y y y y - .Y y y y y ~ / ~ y \ \ ~ / ~ _ ~ R 0 / ~ ~ ~ ~ , ~SECII I ~ / \ PB'58, y y y y y / y / / f y y • ~ / \ f ~ ~ . ~ ~ V 1 I I / / _ - ~ G IVFStON euac ~ ~ . OIMYE ( 60' R Pf` \ ~ / ~ i I SHEET INDEX: 1. OVERALL LAYOUT 2. EROSION CONTROL PLAN (PHASE II) 3. UTILITY PLAN (PHASE IQ 4. STREET "A" PLAN AND PROFILE 5. STREET "B" PLAN AND PROFLE 6. STREET "C" PLAN AND PROFILE D-1. DETAILS D-2. WATERLINE DETAILS GRAPHIC SCALE o ~ OWNER: JDG INVESTMENTS P.O. BOX 595 (MF'G') SELMA, NC 27576 1 ~b - iso n. ~`~~~W unrrgr~i H Goa o FEJ ~ ti SCALE SHEET N0. DATE: NOV. 2005 ,r~~~F~S/~~ ~,+"Y' , ~ . ' a ow~rtn DBR ~ HORIZONTAL: SEAL. _ = I B 05-001 ' SW PROJ. ~ 5 1 ~ 50 nn_~nn x ~ ~A ~ o~ ~ ¦ I1 /'1 I~ P? /1 1 1 T 1 1 1'~ /1 1' 1'1 1 f-/111T 111 1 ~ IT ~ TI \ 1 CHECKED LRn ' JUKVLTINU ANU 201 GLEN ROAD V r , V U (lit U h h t U K I F' LA N I A I I V N I I DWG FILE # VERTICAL ENGINEERING, INC. GARNER, N.C. 27529 ~M1, • ~',:Y~dJ J~ 'a LRH 919-773-0183 ~W PROd ENG. 11- t+EVNO. oESanPnoNS DAZE 919-773-0148 (FAX) REVISIONS URVEYING/ENGINEERINGA-AND DEVELOPMENT l OF: 6 i Y ~ ~ - v/ TABLE OF_1MPAC.TS- - I ~ ~ SIB AN __~.1'R€AM BUFFER AC _ I I - i _ ~ 1 /0.17,- t48 0.23 l i ~ ~ - ~ 1 / - 78 11 / / - - _ ~ - - - _ _ ~ ~ ST-9 " ~ P ~ ~ ~ ~ DP-1 DS A OSS E a i~~ - ,,a'' ~ - 5 CHANN~ FROM 1'0 TOP m ~ -te'a' / ~ \ ~ ~ a ~I / / a / , _ ~ ~ ~ ~ ~,t ~ \ OF CHANNEL BAN FORA a a 2 , ~ I / / _ ~ ~ENGTN so. f a • ~ / / - ~ ~ DP-1 ~ a ~ ~ ~o a ~ / ~ _ _ I / _ _ ~ ~ ~ ~ 77 ~ ~ ~m i a WI H W D 1~ ~ a ! ~ N l : SEDIMENT TRAP DIMENSIONS ~ < DA .7 At;. ~ N ~ / ~_25p._...- ST WIDTH LENGTH DEPTH WEIR ~ ~ 3 I ~ / ~ ~ / STREET B STA. ~ ~ z -4 / / - - 5 14 28 2 4 gT_T W W/ / - Hlf~l-Pi ~ 1 - -HIGH-POINT - ~ 1 ~ , ~ ~ TYP ~ 6 16.5 33 2 4 / ~ ~ TYP ' _ ~ ~W W NETTING - _ 7 13 26 2 4 e+o ~ - _ _ _ _ ~ STRAW W NETTING ~ 8 9' 18 2.5 4 ~t 13+00 14+00 ~ - ~ 76 ~ ~ \ \ ~ I 9 32.5' 65 2' 8' ~ ~i - i _ _i ~ ~ ~ ~ ~ , r - I I I I ~ ' ! l l ~ ~ / ~ ~ LEVEL SPREADER DIMENSIONS ST-5 ~ - ~ , I LS ENT. WIDTH END WIDTH LENGTH DEPTH ~ S -s 1 i l 1 10' 3' 10' 0.5' ~ /i ~ ~ r f a AINAGE W / 10 x 0 SIGHT DR f 2 10~ 3' 10 0.5' / LS-t r r a N a a , i ~ ~2 ~ / ARROW ( ) ~ ~ ' TRI (TYP) ~ J ~ i~ / I 3 10 3 10 0.5 ~ r a , 75 ~ ' 4 3 10 0.5 , ~ 10 ~ i r ~ a a N ~A B ` ~ ~ i ~ S Sy1 a ~ ~ AT E 9 ~ 'I~ / / ~ 11 ~ ~ ~ ~ IMENSIONS a s a E Fl DISSIPATOR PAD 0 ~ / ~ / FFSI TE$ ~ ~ , ~ i ( i , 1 ~ 74 / ' / DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH , ~ ~ ~ ~ ~ 1 ~ ~ 1 END OF PIPE END OF PAD ~ ~ ~ / r y / ~ / ~ i i 60 1.5 2.0 I ~ ~ i l l % 1 NA NA , ~ ~ ~ ~ i / / ~ ~ / I I i ~ ~ ~ / / ~ 1 r ~ r f li i / ~ ~ ~ r ~ ~ / ~ ~ I f ~ ~ ~ ~ / ~ / ~ i ~ i ~ ~ ~ / , OUTLET DITCH DIMENSIONS , 1 \ i I i DITCH LENGTH SLOPE LINING » » ~M N~ 1 f100' 2.0~ STRAW W NETTING ~ Nj » > PLACE A ROCK CHECK DAM AT THE END _ 'F' N MN OF THE DISTURBED AREA. PVI STA = 8+50 .j I PVI ELEV = 234.00 PVI STA = 12+50 X50 ~ J LENGTH = 335.00 PVI ELEV = 257.00 7.00 ~ w K = 30.04 ~ LENGTH 260.00 ).00 ' .~---r-._.«.~~_~-_ .~_.__.._____T 260 260 .---------r---~__.-___. _.-__.-__..,__._._-._--T- K~0.29 I ~ 1 i I I I I ~ w j w I ~ ~ ~ ~ I I ~ J I ~ I ~ ~ i ~ I _ Z - ~ -f- r-- i - ~ W ~ N Q = I i a ~ ~ ~m z I o ~ I C+0 N ~ F i ti ~ ~ i 250 i 250 ~ dw r j ~ i I I ~ ~w + ~ ~ 5~ i ~ U 83 ~ ~ ~ 5~ I 1. CLEAR AND GRUB ROADWAY AT CROSSING AND INSTALL SEDIMENT TRAPS ~ ~ ~ I ~ ~ ~ I ~ OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. o Q I v._ ~ w 2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE w » \ PR OSED GRAD I I J i EXISTING BED OF THE STREAM TO ALLOW THE NATURAL STREAM 0~ _ O BED TO REDEVELOP. • ~ I i ` N ~ 1a ~ 3. INSTALL DISSIPATOR PAD. QQ I I j i 4. DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. I = = 0 ~P 5. INSTALL THE SECOND CULVERT AS IN NOTE 2. ~ ~ a____I_ 0 _ ~ j pR _ m_ - 240 ' N TO ALLOW THE STREAM TO 240 ~ I I ~ REMOVE THE SANDBAG DIVERSIO p 4" j V ~ Wq R, j FLOW THROUGH BOTH CULVERTS. ~ ~ ~R 1 u ~ NF R CULVERTS AND INSTALL SILT FENCE ALONG I ' ' 6. PLACE ROADWAY FILL OVE i ~ ~ ~ i I THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO ~ ~ SEDIMENT TRAPS TO CONTAIN SEDIMENT. I ~ 'i - ~ ----1---------____ _ ' 7. GRADE ROADWAY. - ~.~.____I-~ _ - ~ ~ ~ 8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE. i I I ~ I I i ~ 1 I ~ i ~ I EX STING GRAD ~ ~ ~ ~ ~ ! ~ I i ~ ~ I i _ ~ I I - --~--t--i 230 230 ----r ! _ - I ~ i W/ AD ALL EACH HND ~ I ' AT 1.5 SLOPE ~ ~ ~ ( ~ I ~ USE ROA WAY STAND RD DRAWIN 838.22 ~ ~ I I I i ' I I j ~ j ~ I - ___-R.~---- j i I ~ ~ ~ ~ ~ ~ BURY INVER S ONE F00 ~ 1 I ~ I i I BELOW STRE M BED FOR ~ LOW FLOW SSAGE OF I . WATER AND AQUATIC LIF . ~ 220 ~ - -rt- z2o - I i i i I l I i i i AIQUATIC LIFE (PASSAGE TH OUGH CUL RT'S ~ I i i ~ ~ i l i ~ ~ ~ I I j ~ ~ M N ~ ~ M 'N O x'00 I~ r N rn N;N N O N~ ' cif) ~pit0 MO rnr rnr N'~ cow O~ cow ~0 MD ~N ~ . ~ . ~ . O c0 r- . c0 IA M ''`~O r~ .IM ~~0) ~tA .O ~t0 .N .OD .d .O ~I c0 ~ M N ~ ~ ~ ~ ~N NIA Op ~ i . ~ O d~~ ~ r Oi N O ~I(V O~~ ~ OD ~ ~ r M r ~ p't N d'~ t7~ N~ N I~ d' ~ to ~I ~ ~ ~ ~ d ~ M M IM d' ~ d' d' ~ N N ~ NN NON NN NN NN NN NN NN NN NIN NN N NN ~t d N ~ ~ cr ~ ~ n d' ~ ~ ~ ~t ~ r~ r~i ~ ~ NIA ~ p N p ~ NIA N~'~ N ~ N ~ NIA N ~ N Nt NN NN NN N NN NN N N N N iN N i i I ~ ~ - .L. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 » » » > » > N uuw ,,`~~~t r~rq~~, SCALE SHEET N0. V, CkF,;, o~am LRH DATE: NOV. 2005 `~0 S~i'~ .fi HORIZONTAL: ~ ow?w DBR ~ ~Q Y s. sw PROS. 05-0051 1 50' ~ SEAL ~ = A/U~ , . ~ r, _ _ n r r~ n i ~ ~ i ni ~'r~ ~rnnT nl ~ I.IT A TI/1hl r+Tnr-rT » . » ' 2" 4 4= 4vt "v"v' 11 CNECItED LKh SUKVLYINU ANU 201 GLEN ROAD U r J U U I h I juihrurci rLHiviHiiviv I JlKttl A I DWGFlLE/ "`Uu Y ENGINEERING' INC. GARNER, N.C. 27529 ~^-s' ~•;2~ I„ 919-773-0183 ! LRH 1-03-06 . % r7 PRDJ ENG. 3 1 ADDED WETLANDS INFORMATION F pAh 919-773-0148 (FAX) OF, s REV.NO. DESCRIPTIONS DATE R. M f:i; G a, REVISIONS '11"YIN IN I A NT ~u HOLSTEIN i DRIVE e t Q~ m~ ° ~ i i i T ~ ~W o~ o ~'~o~' 0 ~J P~ VICIhMIfi:B. MAP N.T.S. _ ~--_--________-nvrRSra ~r _ ER ST o AT E 40 - - - - JAN 0 5 2006 ~ ~ 1- ~ ~ p~NR - WgTER _ ~ !NETGgHps qNp ~1gLITY ._.7c ~ Q ~ ~ ~ ~a ~ ~ ~ / / / ~ ~ r 1 1 I / ~ \ ~ ~ ~ ~ \ / f- ~ ~ \ \ ~ \ 1 ~ \ ~ ~ ~ ~ ~ / ~ ~ ~ ~ w zS ~ ~ \ ~ ~ ~ ~ ~ ~ ~ / / YW1 \ \ \ i i / ~ ~ ~ ~ ti \ ~ I - i / ~ ~ 87A ~ 111 ~ \ FUTURE CROSSING . „ ~ ~ 12 1 / A _ \ ~ \ REQUEST \ ~ ~ ~ % --~«"~'~~"'W w' ~ C \ ~ ~ ~ ~ ~ \ ~ Y ~ I ~ ~ 6 ~ 4 7 10 ~ 1 1 1 1 , CURRENT ' ' CROSSING ~ / REQUE ~ I ST w ~ / / • w 'fi'r ~ w.. ~ w w~ i ~ M ~ - _ r - ~ ~ ~ - ~ ~ / ~ , , ~ GERTRUDE HO~i~N~ ~ ~ ~ I// ( ~ ~ DB 576. P6~6~ ~ //I ~ / ~ _ - r / _i ~ ~ y ~ ~ ~ i' y y y y y y \ y ~ y y y y y y I ~ y y y y y y y y y y _ ~ y .y~~ ~ y y y y y / y y y ~ y y _ y/ y ~ ,1' y y y ` ~ PERMTTE y y y y y y y v A D- y y y y y .Y ~ 0 / / y y y y y yls~ ~ STREAM y y~ CROSSIN ~ y y \ ~ - G y y y y y OR LA A \ it y / V / ~ ~ O / / ~ 1--~ ~ ~SECT~ I ~ ~ PB'S8, ~ ~ ~ ~ i - ~ ~ ~ ~ ~~~~IJi~~~\ ~Aac - - 30' R\ Y ~ SHEE_ 1. OVERALL LAYOUT 2. EROSION CONTROL PLAN (PHASE II) 3. UTILITY PLAN (PHASE II) 4. STREET "A" PLAN AND PROFILE 5. STREET "B" PLAN AND PROFILE 6. STREET "C" PLAN AND PROFILE D-1. DETAILS D-2. WATERLINE DETAILS GRAPHIC SCALE OWNER: JDG INVESTMENTS o ,m P.O. BOX 595 SELMA, NC 27576 (nr Fser i i iaon - sao n. SHEET N0. SCALE po~~~~~ y oesam FEJ DATE: NOV. 2005 HORIZONTAL: OJ. 05-0051 1 „=150' SW PR ~ I ~'L~ (~~orw DBR ~ SOUTHWIND TH v f4 ..c.~ 1 c /III\A i _ ~ 6 ~r f+/~1 ITI • n ~ i i i r n n T n l A A I T A T I ~1 ~ I _ _ VERTICAL SURVEYING AND 201 GLEN ROAD V r JV U I r >vuinrvRi rL-Hrvi H i i v v4 I owu Ft • 22M dWVv%'ll c~ LRH lk 03 ENGINEERING, INC. GARNER, N.C. 27529 LRH 919-773-0183 Fy''•~:1`iA~ Fkor. -773-014$ (FAX) .,~F' w.. DAN 919 ) REV.NO, DESCRIPTIONS oA 4+urrr~tip~~~ REVISIONS - Jv `~CO i _ f - v/ TABLE OF.1kIPAC7S- - _ _ _ r ~ I N __STREAM BUFFER AC - I SITS ~ 1 /0.17; fi48 0.23 ~ ~ ~ _ ~ 78 _ ~ / / ~t~ - , i / ~ 0 - - - - - ST-9 \ DP-1 TENDS A ~OSS E ~ as ~ - - - ~ y \ a i2 - ,-r" T P TO TOP m ~ \ CHANNL FROM ~ ~ / ; ~ _ \ \ OF CHANNEL BAN FORA z ~ I ~ a a ~ / J 'C"' ~ DP-1 a ~ ~ 1 ~ ~ g ~ ~ a ~ / ~ o, t I 2 080 I~ R ~ / ~ _ 1 > a D i l m ~ i ~ Wl~i H W ~ I ~ I ~ J A~. ~ - - E / _-z5o-- S DIMENT TRAP DIMENSIONS ~ DA 1 y / STREET B STA. ` ~ \ ~ ~ ~ y IR 3 I ~ ~ ~ ~ ST WIDTH LENGTH DEPTH WE ~ < I -4 / / ~ _ i I ~ 2' 4' - Z ,S W W/ / HiGI+POIN _ - ~ - HIf#F POINT i 5 14 28 st 7 ~ ' 3' 2' 4 W NETi1NG 6 16.5 3 - .,,.C ~ r- ~ ~ ~ STRAW W NETi1NG ~ ~ _ _ _ ~ , + 13+00 ~ 14+00 ~ ~ ~ 76 ~ i 8 9 18 2.5 4 ~ 1 ~ ~ \ ~ ~ ~ ' I j I - I ~ - I - 9 32.5 65 2 8 ~ ~ i ~ ~ ) ~ + ~ i ~ ~ ~ ~ ~ l NS LEVEL SPREADER DIMENSIO sT-s Aw w/ N G - - - 3`~Aw 7 _ - ~ i ~ I _ ~ r LS ENT. WIDTH END WIDTH LENGTH DEPTH / S 6 / \ ~ ~ ~ T RAINAGE W ~ ~ / l 10 x~0 SIGH ARROW ~ ~ ' 1 10 3 10 0.5 ~ a / TRI (TYP) ~ ~ ) 1 ~ i ~ 2 10 3 r ~ i a a I I / / ~ 75 ~ ~ ~ 3 10 3 10 0.5 ~ i a ~ / ~ ~ ~ r 3 10 0.5 ~ a ~ ~ ~ ~ ~ , 4 10 / , a ~ B , $ a ~ ~ ~ AT E T 9 • ~ ~ a ~ a, E Fl % ~ FFSITE ~ , ~ 74 ~ ' ' ~ / ~ ~ , ~ DISSIPATOR PAD DIMENSIONS / , 1 ~ ~ DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH i ~ ~ ~ / ~ ~ ~ it I ~ ~ 1 END OF PIPE END OF PAD ` ~ ~ ~ r ' r ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ N A 60 1.5 2.0 1 N A ~ ~ ~ ~ , ~ ~ I ~ ~ ~ ~ ~ / ~ ~ / 1 ~ ~ ~ i I ~ A ~ / ~ ~ ~ , ~ / / ~ ~ i ~ l , T H DIMENSIONS ~ ~ ~ ~ ~ I 1 ; ~ OUTLET DI C ~ ( ~ I j I 00 » » I DITCH ~ LENGTH SLOPE LINING ~M N~ 1 f100' 2.0% STRAW W NETTING ~I > n M MN A ROCK CHECK DAM AT THE END PLACE PVI STA = 8+50 OF THE DISTURBED AREA. PVI ELEV = 234.00 PVI STA = 12+50 i Q W F- J LENGTH = 335.00 PVI ELEV = 257.00 ~ fn W 260.00 K = 30.04 LENGTH = ' 260 --T---- - -r----.-_ _ ~ ~ _ K = 0.29 ~ I i ~ ~ I I ~ ~ I I w ~ W I i I r ~ I - ~ UI ~ ~ I I H ~ ~ I ~ I _ _ - Z - - - I W N ~ ~ ~ i ~ m~ I I ~ o. I I I I ~ I ~ z I ~ o ~ ~ ~ ~ 250 250 ~ - - ~ <w i I H J I ` - ~ ~ W ~ ~ U ~ ~ I Z ~ i ~o ~28 I < 3~ ~ o + 1`~ i INSTALL SEDIMENT TRAPS ~ ~ y' 1. CLEAR AND GRUB ROADWAY AT CROSSING AND ~ - - ~ I OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. ~ a _ - - i i 2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE - w PR OSED GRAD ~ N N \ I ~ ~ I EXISTING BED OF THE STREAM TO ALLOW THE NATURAL STREAM 0~ _ U BED TO REDEVELOP. ; W b J I i 3. INSTALL DISSIPATOR PAD. ~ ~ I P ~ ANDBAGS. ~ = Q 0 P 4. DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH S = ~ Rp a 240 VERT AS IN NOTE 2. - - ____a a_-__~_ _ G 5. INSTALL THE SECOND CUL 240 pV 4 S Wq ~R, ' REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM TO TfR~ 1 ENE FLOW THROUGH BOTH CULVERTS. ~ I i I 6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT FENCE ALONG i I I THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO i TO CONTAIN SEDIMENT. ~ ~ SEDIMENT TRAPS I j 7. GRADE ROADWAY. - ~-j - 8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE. i I I ~ I i ~ i I ~ ~ ~ I EX STING GRAD ~ 1 ~ I i I -f-- j 230 230 i - , I ~ I ~ ~ I W/HAD ALL EACH HND I I I ~ ~ AT 1.5 SLOPE ~ i ~ I I i TAND RD DRAWIN 838.22 ~ USE ROA WAYS ~ ( I _..___..___.._l__.~__-._ _ i I __.-__.__..__.r_.___.___ ---.-------i--------_-_.-__...__--.___.-_ i ~ i ~ ~ ~ I ~ BURY INVER ONE F00 i I ~ I BELOW STRE M BED FOR ' t W SSAGE OF I LOW FLO ~ i i I i ~ i WATER AND AQUATIC U I ----_--f-_----- - i 220 - -I- ~ 220 ~ i - i AQUATIC LIFE PASSAGE TH OUGH CUL RTS i i ~ I ' ' ~ i I i ~ i ~ I i I t I - i --t- - I I I ao ~ ~ ~ M i , M N rln fM pN 00~ ~n ~N o?OMp Np N~ cpl ~if7 ~it0 r~O rnn mI~ NN ~c~0 ~iN coM r`?O ,N ~1lI O 1C I M~ 'n NM oil rn~ ooh c0 d' NMI ~O ~ M~ O~ ~ ~ ~ ~iQ1 Np ~tV ~~N M00 ijM N~ d'~ ~M NM NIA Nef Nd' N~ N~ N~ NON N~ ln~ ln~ InN mod' d'~ mod' N N~ N~ NIA N~ N~ NN NN NN NN NN NN NIN NN N N N I N ~ ' NN NIN NN NN NN NN N N N N N N i ~ ~ ! _ I ..-__l_.. ; 7+00 8+00 9+00 10+00 11+00 12+00 13+00 4+00 15+00 16+00 17+00 18+00 19+00 13+00 1 » » ' n ~ i i = I N ,`,,~uuinrr~~~~~~ SCALE SHEET N0. N.CaF~ o LRH , DATE: NOV. 2005 R ONTAL: HO IZ • •K, oeAwN DBR ~ SW PROD. 05-0051 1 =50 1 _ _ ~ nr_u ~ dill Aril _ ~ _ ~'1 r ^ n 1 1 T I I r ~ i i T I I r /1 1'1 T t'1 I A\ I T A T I r1 ~ I T f"'1 r I"' T » A» vrcrrei . r., 2w + M, ryryvv~- 11 CHECKED LRH SURVEYING AND 201 GLEN ROAD 1UItirVKl I'LHIVIHIIVIV I JlKttl H OWGFl LEN 1_59 GARNER, N.C. 27529 ENGINEERING, INC "•`F' :4~ I.. LRH 919-773-0183 06 PROa ENC. -773- OF: 6 1 ADDED WETLANDS INFORMATION 1 DAN 919 0148 (FAX) REVAO• DESCMP7MS WE URWYING IN /LAND DEVELOPMENT REVISIONS