Loading...
HomeMy WebLinkAbout20070087 Ver 1_Application_20070111p~ID 2007oo~r Office Use Only: Foam version March OS USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter'Not Applicable" or "N/A".) L Processing 1. Check all of the approval(s) requested for this pmject: [[Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ^ 40I Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: ~a~t~'^ "'~~/ e ~~.-,.~- ~~~ / ~. 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program {NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Managem , t Ares, Environmental Concern see the to of e 2 for further details c~~ci¢i~~i"~ ~~ ~ _~_ ( P Pag ), ~ ~ ~~ ~ ° II. Applicant Information ~ ~ ``~''' ~~~~ i ~~ 7i)07 1. Owner/Ap licant Information ~ zF ,,,;~ ,,M ; ,:. r,~.rr r Name: ~i,~sT' C~PAVE~ sA•v, ~~ y D.ss~~ c T .... ~ .~~y~6 $~^ ~ 4~ aR~c~ Mailing Address: ~6 c .i1 wY .t5' E+4->: T Telephone Number: Z.~'Z b 3 3 -6,tb o Fax Number: '° E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: -~oy~ G~. 7~aM /ls ~ F~~ Company Affiliation: 7;yoM Al E~/~ ~~ce~.~ f~/ 6 , PA Mailing Address: Po r3ax ~.~ 0 9 NE ~,I ~ER~+J . N 6 28SG 3 Telephone Number: 2 S 2 63 ~• 2 7~ 7 Fax Number: ~ Z 6 3 6 2 E-mail Address: i ~ o~+as 7 itR Ca J+SS o.r. aS v M ~. ~~c.-i:va ,ok rc o.~ updated i~nnoos Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. I. Name of project: ~AT~"R'tt~'" ~xTE~~aa,S ~ ~=~' ,.r~, r4 ~ ~ ~_l~hi/c*'~' Ss}-~~T.~~'Y .,i~ / 1 77Q / C T ~7" nl G /~i Ea,Mi,.-l9"'/ S ~' 2. T.I.P. Project Number or State Project Number (NCDOT Only): S~ rE.s" E o e.~7'~v r~.,.E Fv2a,~ .vcaar- ~TEc-T Ft'-ZS39f) 3. Property Identification Number (Tax PIN): L D c.st ~~ ~.~ etc p a r ~'/~v 4. Location County: Ck'A/~"^°~ Nearest Town: G4k' ~/~~, ~,a-o,~ Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): M G ~" ~"" ~~ q--v,s ~Gl-,,,/ ~',,? .~'~ ~ ~ ~d ~ ~ ~v F' /P~ t+~'!r ~y ~I ~`i •v s> H~' a PPE Ci'~'' :a ~3ra ~' ~'~ ' ~;:' ~"'et' a ~ ~~ 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that ,~ ~, ~ 7 separately lists the coordinates for each crossing of a distinct waterbody.) ~ pP~ .rD ~ ~• Decimal Degrees (6 digits minimum}: °'N °W 6. Property size (acres): 1/'~ "~ ''~~ ~ ~ ~ °~- ~~~` ~ ~~' 7. Name of nearest receiving body of water: yf ~°+~ ~~' x~ ~ ~ ~.f.~ C' ~ E ~ ~ 8. River Basin: N~' e1 S~ (Note -this must be ane of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: .~s'w Y' -~'~'i ' ~"; ~'~' ~ ~'~ t~c!~'r$~ Updated 11/1/2005 Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: 11. Explain the purpose of the proposed work: C a•~/ECTI ~/'G ~(.~S'TI~+t~ Igo Tf~[l wA'Tf~E' k 7'"I `I TES' /.~i9~ s L ~ rI ES IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with constriction schedules. A-TT/3GHs~ Phi /~ -~Rv~ P,Q~r/io~.s ~C~0 d 7° fir..-t9 nle. ~ 42 /232. S /T~ S'~'~S~t V. Futare Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and proved justification for the exclusion of this work from the current application. /-!~~' VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant`s (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanen# and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: oI~,~.o TR6tivG~I 9"~ /~~' 77'~ZL, b" w/~ Li++ Q r~/L i ~ ~ r Gi NJTrt iiC!'tG~i : r~I~./ zc . -,, upaaua iuucnaos Page ? of 12 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no Distance to Nearest Stream linear feet Area of Impact (acres} S~ TE ~ ~ Z o Tiitdyv Mier ~ 0 4~zp o ~/_ o. o S total wetland Impact (acres) ~,~.~~ 2 3. List the total acreage {estunated) of all existing wetlands on the property: o• 6s s , fe s , o,,, ~-co it ~/r,, 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acres e, multi 1 len X width, then divide b 43,560. Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or Intermittent? Average Stream width Before Im act Impact Length Linear feet Area of Impact acres /V f} -r -~- .~--~ --- Total Stream Impact {by length and acreage) 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill_ excavation. dredeine. floodine, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (~ applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean etc. Area of Impact acres Total Open Water Impact (acres) Updsu;d 11/1/2005 Page 8 of l2 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Im act acres : ~' Wetland Im act acres : d. // O en Water Im act acres Total Im act to Waters of the U.S. acres Total Stream Im act inear feet : ~ ~.,,, p •.,~.- y 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes [] No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifecally been determined to be isolated by the USACE. 8. Pond Creation -~~/a- If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, Local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VII. Impact JustiScation (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed: If applicable, discuss construction techniques to be followed during construction to reduce impacts. Ll t~ L ~' ~+, L-~ ~• ~. .»a-, .6 c ~y/e. t~ a~ 6 ~ ~ e.a. ~ 1 r> ~ ~A-[ K ~+ o d o iti ~ .~+ ~?.G-^~9t J~,/.q- r- /42. < ?a a w~7` Tb a P~ 7 91~'~nf C ~nI _ I F A~~ VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. u~ua i~nnoos Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://hZo.enr.state.nc.us/ncwetlands/strmgide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation}, a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. .J/w 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919} 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment far the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information.: Amount of stream mitigation requested (linear feet): w ~'. Amount of buffer mitigation requested (square feet}: ~~ `~'> Amount of Riparian wetland mitigation requested (acres): ~ -.~'~~~' Amount of Non-riparian wetland mitigation requested (acres): .~-;;~ Amount of Coastal wetland mitigation requested (acres): ~ -'~~' Updated 1 UU2005 Page iQ of 12 IX. X. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of public (federaUstate) land?> Yes ^ No ~' 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ^ No ^ 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent`s) responsibility to deternune, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B A233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), l5A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No [~ 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multivliers. Zone* s uar~e feet Multiplier ~~ ° lion 1 3 (2 for Catawba} 2 1.5 Total ~ ~ ~ ~ Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends sn additional 20 Beet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. upaetca 1 tnn0os Page 11 of 12 XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss Stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations ~-~ demonstrating total proposed impervious level. ~ .~~ ~' ^~ ~''~'~'''~'~~ °' -'' XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. ~~~~ XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No [~ Is this an after-the-fact permit application? Yes ^ No [~}' XIV. Cumulative Impacts (required by DWQ} Will this project (based on past and reasonably anticipated future impacts} result in additional development, which could impact nearby downstream water quality? Yes ^ No ®~ If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy pasted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional}: It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). /-J =o ~ ApplicantfAgent's~Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 1l/1/20U5 Page 12 of 12 -~ ~ ~~ DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1.890 WrI,MINGTON. NORTH CAROLINA 28402-1890 ~~ REPLY TO ArrErrrtoH oF: May 9, 2003 Regulatory Division Subject: Action ID. 199303531;Tip No. R-2539 Dr. Gregory J. Thorpe Ph.D., Manager Proj ect Planning and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Cazolina 27699-1548 Dear Dr. Thorpe: In accordance with your written request of August 9, 2002, and the ensuA g ernut to administrative record, enclosed aze two copies of a Department of the Army (D ) P discharge dredged or fill materials imwetlar-ds and 6191linear fe t of stream, to widenn14.2 miles including 15.69 acres of Section 404 of NC 55 from 0.7 miles east of US 17 in B ralgeAid PIO ec STP- B{1), State Project No. amlico Counties, North Carolina {TIP R 2539, Fede J 8.1170901). You should acknowledge that you accept the terms and conditions of the e~ciossd paw t by signing and dating each copy in the spaces provided ("Perrnittee" on page ou voluntari~ as permittee, indicates that, as consideration for the issuance of this permit, y es of accept and agree to comply with all of the terms and conditions of this permit. All pag both copies of the signed permit with drawings should then be returned to this office for final authorization. Aself-addressed envelope is enclosed for your convenience. After the permit is authorized in this office, the original copy will be returned to you; the duplicate copy will be pernnanently retained in this office. Should you have questions, feel free to contact Mr. Mike Bell at the Washington Regulatory Field Office, telephone (252)975- 1616, extension 26. Sincerely, E. David Franklin Chief, NCD~T Team Enclosure i of w~r~9 ~•~.~ 13'7 ~ ~ ' - + j _~//~ ~ /~`' ~ Q Mtchaal F. Easley, G~v¢mor `~ ~ F7'~ t~ -. ~ G • North Carolina [~ 1Ni1liem G. Boss Jr.. Secnnery - ~ parlment of Enviranmenr and Natural Rssourrss a ~ •r _ a ~ Atan W. Klimek, P.E. Di-actor . Division of WaierQuelity _ March 17, 2043 ~ C `~ ~ ~ ~ " D.r. Grcpory J. Thorpe, J'bD., Manager 3 ~ 2 ~~o3 J?ianning and ~nvimntncnta] Branch ~ - ,„ Noah Carnlinapcparttncatof?ransport3don 1548 l~ai] Service Canter ~ ' RDlcigh, North CarvJina, 27G9q.1548 Dc~zrDr. Thorpe: Rc: 40,I Water ~uaIity Ccrtil3icatian Pursuem to $cction 401'of the Federal Clean Water Art, 1?roposed widening of NC S5 from US 17 in Bridgeton tv NC 304 in Bayboro in Craven and Palica Cottntics. W QC I'r. oject Na. 02I232 Attached hereto is a co py of C~cation Nv. 3d.1$ issued to T]te•Narth Csro]ina _ dated March 17, 2003. This certification authorizes the NCDOT to impact IS.69 ~ ofojuTisdict;onal w~andS, Gl9lineer. •fcet of streams, 0.15 arc of Utter surface waters, antd 2.Og acl~ vf. Naase River Ri project shall be coamtreted purst:ant tv the application dated August 9, 2002, and the subsequence Btsffm FebrIIary 3.2003. Any proposed site plans submitted ~ the August 9.2002 rcvisc~t Qitc plan Submitted in the Febn,ary Q, 2003 addemaumt ate not a ~pp>lcatton that have a subsequent uthori~,erl by this certification. Instead, for.al! intpflcts why a proposed site design as provided ix, the original•Auguct 9, 2002 a licatian wAS • subxaitred in the Febtvzry 4, 2003 addend PP revised and purpose of the authorized i, ~' tha drawings K'i~ the latest daft of revision.are aut}~orize3. The. _ Cnvca and P ~z'p~`c is the widemiug of NC 55 from U5 17 in I3rid:;etan to NC 304 in &ayboro in amIico Counties. Zf we can be of further assistance, do not htsitatc to contact ~ .• At[achmcntc ec: Wilmington District Corps of Engineers Corps ofErigineers Washin~on Fie]d Office D«'0 Waehingtvn Regir~naJ pf{tce . Cathy Brittingham, J)ivisioa of Coastal Ma„agen}ent Ron 1"cnc]l, Wetlands Rectpratigp pm~"am Central Files - F;la Copy N. C. Dtv~slan of Water Dual! ' CuslomDr Sen+fce: ~ T gpp g~i7~48 T 650 MaA SgM~ Center RaleiBh,NC27$gg.T~p (gtg}733-TiB6 SinccraIy, i a VICINITY MAP ~,~~ ~- ~ - ,.. :-; , .-a~ ~~ ~ z ;rf"J ;" ~ :_ . ,,~. ~;~,~a~ N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGH~PAYS CRAVEN--PAMLICO COUNTIES STATE PROJECT N0. $. i i 70901 PR03ECT: R-2539A na~x~rro~v: wt~mvo o,P xc ~ ~ r~s n ~ a~Yxv ~v cx~vrx c~~xrY m ~T OF SR 1027 IlY PMIIIGID GbUN7Y SHEET 1 OF 28 2/13/J2 154 SITE MAP ''tr- ~~ g ~_ "~ ~~ ~ M ` ~~ Sy ~G ~~o ~~ ~r it``' ~'Z- n ~. r r n n U z TO NEF2S80! -~... N.C. DEPT. OF TRANSPORTATION ~~^ DIVISION OF HIGH'PPAYS . ~ ~ CRAVEN-PAMLICO COUNTIES STATE PROJECT N0. 8.117090 PROJECT: R--2539A - n~7Pna~u w1~ty op Ivc s IoM ~;0 er a~c,~r~x 7N catAVPN ooUMY ~ ~~ ~ OF S[t 7127 iN PAMiIGU OOUMY ~° , SHEET 3 OF 28 2/13/ OO+OZ 'M I ~~ O ~ H i ~ 00+61 ~ =1 ~ 41 1~0 ' ~ I $ 0 ~' ~ fi- -- \~) ~ L7}r O ~ J 1 1 1 i ' I \, ` I y i i ~' ~ ~ i y ' ~i ~ +i y +t i i !J ~ ' +' ~ V ' ti ~ ~ ~~ ~~ 1 +i ~ i t J 1, ~~ ~ . ,, i i i ~ ~ ( i ( ~ 1 .~ t r I ~ ~ ~ i y I ~ i 'l 1 ' t i ~ i i jti( f ' ~ i ~ -~ ' 1 i~ ~ I i ' ! i~ ti i~ ,~ ji i~ ,1 i ~~ ~ --- 1 t ~ I ~i z o ~ ~~ e ~ ~ a ? ~m z ~ a ~ x a U ~ z a ~~~ r' frr W O ~ r F ~ Z W U O a ~' 0. z - , w o ~ ~~ ~ ~ w ~ U ~ ~ E ~ ~J ~~ z J ~ U N Z ? N 0 0 W Z O W O a . aaa a • aaa w a a•a as saa i~ 0 a o ~ 1 ~. I -- - ~ ~I a _ ~ ~,__- i OO+LZ l~ ~..~~ V 1 J 00+9Z ~ ~ lfi2 t I~ ~W f ;_1____,~____________ ~I ~ ~ ~ ~ - ~ -~ ~' ,;~~ ~~ ~;~~,~ -- ~~ f 1 •~ ~ ~ ~ ~H//~~ 1 W I# '~{ V1 ~ f l ' ~ ~' 'H ~ `i ~~ 1 i + i ' ~ I I ~ ' I ~~ ~ ~ ~ f I¢ ' I ' i x q ~ W ~ ~' j a ~ ~ MATCtiLENE -L- REV STA. 26-F00 SEE SHEET 8 .! z o ~ ~ ~ ~ ~~ a ~ _~ '" s ~~ c ~ ~ ~ U ~ ~ ~~ .7,' O O ~ z ~ yz,~ O wz ~ U C ~ O ~" ~ ~ a~ ~ a o ~ ~ ~ z a ~ ca ~ ~ . w o ~ ~ V U ~ ~~( z. .N W z 3 w d w ~ _N w ~ z z U JJ ai l J J .~ ~ 4 ~ N N d d O G O p ~. ..~ *~#~ • ~ w t ~ • ~ o o ti ~ ri; ~I1 II ail '~i ~t ill 7 {il ~~ ~~ ~ ~, i ~ F '.~ ' ~ ~ ~ ,~.~.,,., w.. .;~ U w ~~ ' ~ f i } ~,. 4 ~ ~~ ~ % ~, . , - . . '~~ ~~ Si T"~ ~ ~'N~~ C"~'as"S' , ,: ~,E :-. ~,(~ ~,~~ o -. ~---_-__-T~ T~,~ ~- b '~ ' I ~I ,~ o, ~ ~ 1 l~ x Copyhghl m 2005 by Thomas Engineering , p,q. qll rlghls reserved. these drowings or Instruments of se aid as such rpmo~n iN@ properly of ihomeyo nq;neering, PA. Ne~th¢r tnls aacomen( no any port f l is doc- umeni moy be reused, reproduced ar Gonsm'~fletl n any form or by any meons, electronk or mech- nkal ~nclu~ng but not tlmged to photocopying, "m7ng and recortl~nq, or by any ~nformo6on storage and etnevol yslem, withau! permission in writing from ihomas Engineering PA. N~ SS SCHEDULE OF DRAWINGS SHEET TITLE 1 COVER 2-8 WATER LINE PLANS 9 WATER DETAILS WATER SYSTEM OWNER'. FIRST CRAVEN SANITARY DISTRICT 560 HWY 55 EAST BRIDG~TON, NORTH CAROLINA 28519 COrISUUING ENGINEER'. THOMAS ENGINEERING P.A. (JOHN G, THOMAS, P.E. LICb 10147) 403-C AIRPORT ROAD P.O. BOX 1309 NEW BERN, NORTH CAROLINA 28563 252.637.2727 - FAX, 252.636.2448 8.01.06 NCDOi COMMENTS DA 7E ~ESCRIPIION H'INAL DRAWINGS Released for permits only, Nol released for construction p PG ~'~t~~; 2 ~ 5~„ a , ~s"" =`~°c SEAL ~'~i= - S ` ~g" C-438 $¢ y ~ c 14 ~ c '' ~~883~,a`~ G. 'fdQ~``. Govc/ Slxcf WATEK LINE EX7EN510N roR FlR57 GRRVEN SANITIKY D15rR/GT nr NG lYI6MNAY ~~ rcwrv~nr. z rxveNwwrr wRmcu~ Thomas Engineering P.A. 403-C Airport Road PO Box 1309 New Bern, North Carolina 28563 Tel. 252-637-2727 Fax. 252-636-2448 scAlE n,rs. aawECr g: zooaozz/Ilnaaoe. oatE : to/ol/oe Pfpr FgCrOR. I I GIOr NaAE 01 Corer 4HEf t: OI OF 09 VICINITY MAP i LEGEND PROP. 6" WATER MAIN ~~ ~/ GATE VALVE & BOx -~0 PROPOSED ENO OF LINE BLOW-OFF ' ~„ - FH V PROPOSED FIRE HYDRANT Tt EXIST. 6" WATER MAIN O~ I VV EXISTING WATER VALVES ---------_. I - -, ~aQ EXISTING END OF LINE BLOW-OFF _ ____ _ ~. FH ~ EXISTING FIRE HYDRANT ~ _, I ~I I ;1H~ Ix E~~., ~_ ~_ F' ~ ' ~ i 1 - 6'~ X 6'~ X 6" TEE 2 - 6" GATE VALVE & BQX 1. . ~ I WATER SIiiEM OWNER: FiR51 CFAVEN SANRARY DISIRIGi 560 HWY 55 FAST BRi~,ETON. NORM CAAOUNA 28519 CONSULnrvG ENGINEER'. NOMAS ENCINEE0.ING RA. (JONrv G- THOWS. P.E. FIG11 101 A1) A0l-C AIRPORT ROAD P.O. BO% t x19 NEW BERN, NORTN GAOLINA 1856] 151.6J).2"/2~ - SAS. 251.6]61~A6 F[NAL DRAWINGS Released for permits only, Nol released for construction ,,~~1NG CANS ~, ' ~~QqP c Ro1j . Z 4 A N, `~' , 2 ;~-q ~~ _ ~.< y ,~T1983~a 'D~~~T~~``. 5 0 10 LEGEND PROP, 6° WATER MAIN II CAiE YAL4E & BOX NL; PROPOSED END OF LINE BLOW-OFF v ~ ~ PROPOSED FIRE HYDRANT ~;<: ? / Ex15T, 6" WATER MAIN Da EXISTING WATER VALVES -DCO EXISTING END OF LINE BLOW-OFF FR ~ EXISTING FIRE HYDRANT >aU ;+;~I~r~m.IR~i ,) - - i ~ it r i L__ .. ~~____ .. - - -- __ - - i I _ T ~ i ~ - B ~ ~ ~ -- - - _ _ __ ~Y i ~ ~ ~N E~ ~ ~ / / ~ ~ ~ ~ ~ ~ I I ~ -- _ _ ~ ~ ~ Lz~- c ~-~ ---- ,, _, _ ., . .~ .. 5 - 8' typ, TO AVOID _ `,=~,-~ NECESSARY UTILITIES FINAL DRAWINGS Released for permits only, i Not released for construction _ i ..,r<. _ ' ' ;~ I, u., , 1NG ~~ ~~~~ CA , a~44 ~ Q ' ~ ~` ~ , . % ~ , ; ~p ry ; ~ ; ~~G ~'' 9f2 ~ ~ I ~ ~ : _ SEAL c~GS - L :`~~ C-438 ¢=~? - 10147 g - ~ - , ,2> ~5`;, * 19 B 91~ C.~~ ~~~ . WATER SvSTEU OwNEA. TiRSI CFAVEN >4NrtARV OISTRiCT 560 Nnr 55 EAST BRIDCEION, NORIM CAROLINA 48519 MpP ~hCCf CONSULEirvC ENGINEER TNONAS ENCINEE~ANC Pa . . (aoxN c. ~xouns. P.e. ucl Iw~~l WATPRL/N~EX7EN5/ON Aoa-c AIRVORT Rono roz ao. Bar uo9 NEw BERN. NoeTN cARaINA zess} FIRSrGRi91/CN 5MdT1RY Dl5fR1GT 15267)_1)]1 - fax. 454.636.2<A8 ,r 5 ~ 10 LEGEND PROP. 6" WATER MAIN ~/ GATE VALVE & BOX NQ PROPOSED END Of LINE BLOW-OFf ~ ~ PROPOSED FIRE HYDRANT EXIST- 6" WATER MAIN EXISTING WATER VALVES ///,,,~~~Q EXISTING END OF UNE BLOW-OFF FN y Exl$TINC FIRE HYDRANT ~ i a °I'. i I ~ ~ c ~ 1 `+ ~ ~ ~ a~ --- - ~ I __ 1 ~ ~` - - - - - _~ ~ ~, ILA T- 1- __ ~._ ~. _ _ ,1, _ -~ 17- La-T7-T7-T7-T7 ~Le~-r~-r7-i--T ~wLe~-rte-rte-r wle- wL0 -~-wLe-r~-i-7-r7 T ~T7-T ~ ~ ~j~ ~ ~ ~ ~ ~ ~ ~~ ~ i i i~~ ~~ T ~7 / 7 ~T ~-T7-T7-T7-T7 ~7 T7 T- 7- ~T7-T~ ~ ~ ~ ~ ~ ~~ ~ ~, TT_Z"lT~L'TT~%'1TLl"TT_7 /-7'7"7"%`~`~1~__1__i i~~ i 1L~- -- <. - ~-~ i / ~ , it ~ I 5' - S~ iyp_ TO AVOID f NECESSARY UTILITIES -- ~ -S,T E~I a WATER SYSTEM OWNER. FIRST CRAVEN SANITARY OISTRIC~ SW NWY 55 UST BROGEiON, NORTH CAROLINA 79519 COrvSUI~wG ENPNEER. iNOMAS ENGiNEERixG RA. (JONrv C. txOMAS. P.E. UG,9 iO~A~) ~p}_G WRPORT R0.e0 P.O. 90x t]09 NEW BERN, NORIN CAROLiNn 7956] 252.6]).t~2~ - FA%. 2516i6.2~<B FINAL DRAWINGS Released for permits only, Not released for construction G~~'~.~ RORq~s~': L cw,T% '~'' SEAL .fit? = Ny'~-438 = y; '' 'f1989• ~° ce AL `~ 1 14~ `;u ~'S;' ~m~~N ac; 5 0 10 LEGEND PRDP. 6~~ WATER MAIN H CATE VALVE & BOX N D PROPOSED END OF UNE BLOW-OFF ~p ' FN CI' fi PROPOSED FIRE HYDRANT ExIST. 6" WATER MaN D4 Ex15TING WATER NAIVES ~ Q E%ISiING END OF LINE BLOW-OFF FR ~ ExISTING FIRE HYDRANT - - _ __ _ -. - - ___ -_ 4` ~..C" "" - _ _ - _ i, .. __. _. _ _ ~ '~ ''. A - i. ~__ ~ C4~7RL __ ,~ ~~ ~ _ _~ _ 1 '* - ., L ~ --- _ «~ ' -r _ _ ~ ~ ~~ I F ~ _ ;~ n _ ' _ , '~ ~ ~~~4a%~ ~ eo = _ ~ - - - - - - -- _-- - ~ - -- - - - -- - ~; ,; __- ~ ~ -_ ~ E'INAL DRAWINGS ,t - "` -- - " _ _ _ _ __ - _ -~_ Released for permits only, ~--- ~- ~; ~ ~ i Not released for aoostruetion >1 pll ~c .- --- ' ~" ~ ~ ~` ' Wi t /~ . . ~ - - - - _-- - _ ~ ~ ~~ ~," - ~ _, ~' A _ ~ ~~ ~ v - __ ~ ~ ~ ~ ~ ~, CpN o~,~~ ~i$ 8R~~s j% - -, - ,._ i / ~ !~ ' .~ -- ~ _ _ - _ - _ ~~ ' ,5~; , 5 ` ~GRPDI~q~ ; ,~~~ rl SJO, Yom.,, - ~ = ~- _ -.._. ~" .,... I _ _ 4 ~ ~ ~ / ~ ~ ~ ' Ol ~+ C 438 ~ ' '~ ,, ,- / l \ ` [ 1 2' ~ ~ + .. r ,~, ~ ~~ p 1 a~ , ~- - - i i ~ ~'°~n ~ ~ ~ °`"~ i„ -' _' ~ ~ ~ i ~ ~ wniEA SYSLEU OwNEA. taPr DlSiRiC~ T N / J / / ~ ~ L 1 HWV S EIST 560 BAiOCETON NOATN WROLINA 2859 ~~ ' ~ ~ ' ' ` l ~ . r.~ I IQp ~JhC 1 ~, ~ ~' / Typ. i0 AVOID 5 - 8 NECESSARY UTILITIES i ~ ~ ~ ~ ~ ~ wesuuwe eNC Neea. Nouns ervcwEExwc R.n. (3oNN c. auas, R.R. ucy mlu3 RF I WATz°RLINFEX7EN51 {" ~ i ~ ~~ ; 1_ ~ ~ 7 - 6~~ X 6~ X 6 TEE Ill I~FI II <03-C ROnO DA P0~ BO 309 NexReRN,NOArNCnAOUNa 28563 NA FlRSfGR~1VPN5hNITARYDI RlGr . ~ ,~/~+ I ~ , 2 - 6" GA TE VALVE & BOX ° F~= 151.63]112] - ~Ax~ 151.616.1d<B n~ NG n>Grnvnr ys ~ -_-_ : ~ - - -- ~ - - `-~- = rw~~err. s fRNn+rmarc nan P A Tho ~ ~ rpart Road 403 C Ai S~ JO LEGEND PROP. 6" WATER F1AIN ~/ CATE VALUE & BOx NO PROPOSED ENO OF LINE BLOW-OFF PR ~ PRCPOSEB FlRE HvDRANi 1- Ex15i. 6" WATER MAIN r ExISTINC wnrER VALVES / -DQO Ex15nNG END OF LINE BLOW-OFF - Fu ~ E)f15TINC FIRE HYORANi _ ,.,I ~~.,.~73, I ~ _ __ I ~ ,~~ ~ .Y J I - -, ~~ ~ ,. FI.MIl % ~~. v PE1 d ~ ~ ~ . SAM L WH(iLN" ~a air, P ~ ~ - , , i ~ I I-EPI Psi ~ c - _ - 1y~ ~~ I ~ I ~l.f ',I .iTi~T~U~TIC7iJ FINAL DRAWINGS '~~lr~c~~°N ~~~AR° ~ ~"~ ' ?o ``E ' ~,~ ~'PORgT~ ~ 9 ; Released for permits only, , y c~ ~ ' a 9 ~~ Not released for construction -' - SEAL :~= - ' AL =~= C-aaa c~= = oLa'r UUVI~~ E ~ % ~ b\~ , ~,• j v ,,,, ~ *198~~ ~ IC ~~~o~\ WA1ER SSrEM OWNER: FIRST CRAV[N $4NIlPRY OISiRIC~ 560 Non 55 FAST eaioce,ol+, aoR*u caaounw 2as,e n Map Sheet COrvSUL HG ErvGN[Ea. NOU.~S ENgrvECRirvG Pa. tcoRR ~.,RaMas, e.F. 6~6~ ~o~,~, ~m-c uavoe~ noco wnre~uNeexreNSb x P0. BOZ i}09 ~~ eeRn. RoRr~ ~ARO~~a 26563 252.6JI1I2] - fAN~ I526)6.111A ro Fr,~Sr cR~1veN SRNrrnn. r pi5r ,cr ~~ 5 0 10 LEGEND PROP. 6" WATER MAiN ~/ GATE VALVE & BOK NQ PROPOSED END OF LINE BLOW-OFF FN ~ PROPOSED FIRE HYDRANT EXISE. 6° WATER MAIN [~ EXISTING WATER VALVES //~~~~ ExISi1NG END OF LINE BLOW-OFF FH ~ ExISTING FIRE HYDRANT y ~ ~ ~ `~ i ~ %~ ~ ~ ECW ~ ` I FWAL DRAWINGS ~___ ~ Released for permits only, I I raction Not released for cons ~ L ~~ ~ ~ ~ ~ ~_EE~ ' P~' •~° ,~s z ,y;, ~: ,y A =~~ SEAL . - IOl4 E C 438 $ ~ ; - c ~ ~ ~ 5; ~ CA ~ bQ .,, Via; '~ ~'"- ~ N ~`0''~d ,,, ~ , ~ ~. , '~T ~198~~0`0 , C. RN~a; WATER SYSTEM OWNEk FIRST CRAVEN SANiTARV DiSiRiCI 560 NWY 55 Eq$i BRIDGETON. NORiN CAROLINA 28519 ~1 Ma- G~hGCI CONSULTixG ENCNEER iH01AAS ENCMEERINC P.A. THOUAS P (~oHN c E ucX ~aATI WATPR LINE r`XTEN510N5 _ , . . A03-C NRPORi ROAD /pR P.O. BO% t!09 NEW BERN, NORiH CAROLINA 2856) FIRST GR/~I/PN 5/INITARY DISTRICT 25267T.2)2i - GA%. 252.6 M.1AA8 Ar 5 0 10 LEGEND J C I 0 t l r;E iT L', =~~ .,~ I .. -.. i.. 1 I .- I .- PROP. 6° WATER MAIN N CAtE VALVE & 80% NQ PROPOSED END OF LINE BLOW-OfF f" ~ PROPOSED RRE HYpRANi EXIST. 6" WATER PAIN Da EX]SnNG WATER VALVES -DaQ EXISTING END OF LINE BLOW-OFF FB ~ E%ISiING FIRE HYDRANT I 1 _. £ 6 I *y 1 \ 1 / \w(B~ / ~ 1 .__ / ~ ~ ~ __ __ ~ ~ __ . I / t f" 1 __ wLB-~--- - _- __ _ ~1WJ~----_---~.-~._ - -- __ _....- _. r _-- WLB--: ____.-. -..-_. ~_ - ------wLe 1 _. - __. ._ t N ~- _ Y II \ 6 ~ '~ .._ _t /^\ ..WLB--~._ ~\\ ~ .WkB-~~__ =~ I __._- _ -..___wL _.- ~ _ °Wt& -~_-.- _ _.___ _ --. _. -. I . ~»I _. -^®' - _..---~- --WL9 - ~ -_ --- - ~ _ - -wig ---- ---__w_8_-_- I ~_ .____ -~ _ ~ ->"`` WLB' ~~----wLB -'_ _ ~~~--_WLB- ~~ ~` m^ ~ I T ~l 1 4.~ _.. "-"_. ~ i ~ ~, --- Y i T - t L____ ~._. _ L _- ._ ~ :__. -.-_ __.. - ~1 II• n ) -... I _ _ - L i I - 1 ~` ~~ _ -__-_ _ - - \ r l -.- ~ __ _ _~ %" --- - i I . -_- -_ _ -.. _ ~ - -_ _. -.. _._ _. _ - _. ___ - _ . __- _- - - - _: - _ ~ - ~ _ _ _ X i /- / -- 1 r - - ---- ~ -~ ~~ / ~ / .~ / \ --_- -WfB---_~i~ 1i I ~ ~ F J~~' _ - -- ~ - 3 l~ i ~ \.V / III / i ./ ,U 5' - 8' Typ. TO AVOID NECESSARY UTILITIES ' ___-- r-____.__-._. ~ -- _ p~ ~ ' :~- FINAL DRAWINGS :' ,~ R'g° ~o-: ' ~~ Ess'ot'% Released for permits only. ; : ~:~o T''~T, a h:, , `~ ~~ 4 9 Nol released for construction ~ ` SeAL =~i = - _ AL i ~ , y: ~.,,a a~,,~ , ~ :~-- P , . ~ .,cA e ~r ~ ~ . ~ Ti s3s . WAtER STSIEN OWNER. i1RS1 CRAVEN SANITARY OISIRILi H wv 55 EASE SW BRiC~EJOrv, NORTH CAROLINA 2859 Map .SfICCf COrvSOLiiNC ENGinELR. ROAIAS ENGirvEERiNC Pq. WORN ~. ~RO~s. P.E- L~~N ,o,A„ bpi-C NRPOfti AOAD wnreRUNe exreNS~oN P0. BOw iJ09 ucw scan. RoR,R uRaru sasAJ 251-63).1J2) - FAZ. 252636.1bb8 fOR FIR5rGRAVENSANIThI.'1'Dl5TRrG7 ~ 5 0 10 Ci WATER MAIN CONCRETE PAD V ZI 6" PLAN CAST IRON VALVE BOX (SEE SPECS.) 24"X24"X6" REINFORCED CONCRETE PAD ~ 3/4" DIA, THREADED RODS (CONTINUOUS- FIELD COATED W]TH BITUMAST7C)(NOi RE- QUIRED IF ADEQUATE BLOCHING IS PROVIDED r-DRAINAGE PIT ~~ ~ _D.. R/W FIRE HYDRANT (SEE SPECS. FOR MODEL NUMBER) ~~~~~~~~~~' ~ ~~~' ~ i ~~III~~~ ~~ 3~4" DIA. iHREA0E0 RODS (CONnN0005- FIELD COATED WIiN BNUMASiIC)(NOi - REQUIRED IF ADEQUATE BLOCKING IS PROVIDED. 6" GATE VALVE - (SEE SPECS.J 36" MIN. ~ THRUST BLOCK-3000 P.S.I. COVER ~ O~DHYDRANTD EARTH C(TYP) DO NOT BLOCK DRAIN HOLES o °~ ~~ 2 DIA. K 2' DEEP ° 0 ° ~ 0 0 o o o° o °o ° o ° DRAINAGE PIT (SEE K J T o 00 0 o o o 0 0 0 0 0 o° ° SPECS. FOR COMPOSITION M. . LOC ED HYDRAN TEE OR TEE WITH APP'D. ° o ~a°0 0 00 0 0 0°00°0 PIPE RESTRAINT °o o ~ o Q ~° 0 0 0 THRUST BLOCK-3000 P.S.L o o °o 0 0 0° 8 CONCRETE PLACED AGAINST o 00 00 00 uNDlsruReED EARTH ELEVATION TYPICAL FIRE HYDRANT DETAIL Nrs 9 1 THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 90' 45° 22 1/ 1I 1~ TAT. TEE INCHES E MI B A A A A A A a i a.. ~ 3.. ~ ., B. s.. s.. ~ ,. 6 18.. 12.. ~ „ B. 6.~ D~. ~ .. 8 20,. 16., 22 . ~ ~. $.. 8., T .~ ~ 10 28" 20'~ 26 ' 1 10" 10 2 " i2 30 2a 29 1 n u 2 14 36. 27" 35 ' 1 T2" T2. 2 ,~ 16 36" 30° 38 ~ 21 " 12" T2' 3 " TYPICAL SECTION "X-X" PLAN VIEW LATERAL THRUST BLOCK DETAILS N,T.S 2a" REMOVEABLE 2" NPT PIPE VALVE I TuRUST WATER MAIN BLQ4vi s - - -__ -__ - - - - MECHANICAL JOINT - - - __ ____ = TAPPED 2" PLUG i0 STANDARD BLOW OFF ~z° eRASs - - - - - - - _ _- 5/8" p THREADED ROD - (GALVawtEO OR BINMINOUS COAiEDJ ~I r UNDISTURBED EARTH "' I I - -. -~-VALVE BOX ^_ .2" (',ATE VALVE 2" ELBOW ~ WASHED sraNE (ivP) 2- NPi COUPLING AND PLUG ~ CEMER PIPE IN BOx THRUST BLOCK - 3000 PSI CONCRETE PLACED AGAINST UNDISTURBED EARTH END OF LINE BLOW OFF F ;~<=I-o g sutfrEO OPEN rRfNCU TRENCH uEmwc raacER ravE Foa ~ NoN-NCrau¢ WPC ms~aunnoN ~~ ~~ ~i~ ~ SELECT M0.rEPNL COMPa^,rf0 iN 6" NRS i i i„ 'Ili- _ Iz I____ ,~__i sCCErrfo uarfreuf ~ ~ ~, M~„ I couvaafo iN C uRS~ ~ ~~~ ~~ i III --- ~. - III= ~ III L~ I~ °~ II~~ I ~ I ~~ - III~III ~IIIII~IIIII~IIII„ ~lil=llll~llll~~-I~~III _I ~ ~ III- Norc eEL~L~xoLfs Nor suavN uNOlsruaeED rnarR STANDARD EXCAVATION ALSO -INSTALL qia cuacE COPPER WIRE TO WATER MAIN- ENDS TO BE PULLED UP INSIDE EACH WATER MAIN VALVE BOX FOR PROPERLY LOCATING WATER MAIN. TYPICAL TRENCHING o N, s g o' 2' i" i _ ~• = L-III. I wad I. I~, TYPICAL WATER MAIN CROSSING UNDER STOR E NIA 9 INGS OF A2 REINF. PS SHOWN <" DIA. 3° DIA. 2]" C 0 3/4" 4" f i 2 li4' ~vAlvE 60x SECTION A - A VANE BOX PROTECTOR RING N s 72 TYPICAL WATER MAIN VALVE ~,r= 9 FINAL DRAWINGS Released for permits only, Not released (or construction ,d~~1NC Cpl;'.. ;``;~yt CARaI ,, '~~` SEAL ~~E ~L= ,y S A ~ N E C-438 $ ti E _ 147 A~ ''~~ CAR~~'1db : ~ „ry N~~ p ~''~~1983#00 t~ ,~ Wafc~ Ddai wnreeuNEEXr>:N5 N roa FIRSfGRltV~NSANITARYDf R/GT NGl1IGYhVAY~~ I', ravr+snra z vvwcacm n~rnueaw Thomas Engineering P.A. 403-C Airport Road PO Box 1309 New Bern, North Carolina 28563 Tel. 252-637-2727 Fax. 252-636-2448 8.07.06 NCDOT COMMENTS JG7 scAfC: Nis. PROJECT I: 2oosa2zpRPrmv.. oarz to/o~/os DATE DESCRIPTION BY vLOr FacroR. ~ . i RLOT NAMC: ov_w_oEr sHEEr. 09 of oe PLAN VIEW 45 22 1~2 - 11 1~4 BENDS 1 STORM OR UTILITY PIPE 111=1I I=. `I I I_=III=11 =I udT( =ITI-liI=ITI- IIr111=L E~~i=: 24" MINIMU~d PLAN VIEW TEE PLAN VIEW 90 BEND