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19990966 Ver 1_COMPLETE FILE_19990819
State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director 1 ? • NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 31, 1999 Wilkes County DWQ Project # 990966 APPROVAL of 401 Water Quality Certification Town of North Wilkesboro Gail Harris, Town Manager 801 Main Street North Wilkesboro, NC 28659 Dear Ms. Harris: You have our approval, in accordance with the attached conditions, for the purpose of installing utility lines, as you described in your application dated August 19, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows you to use National Permit Number 12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland tills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. Since ely, r T. tevens Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DWQ Regional Office File Copy Central Files 990966.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper http://h2o.enr.state.nc.us/wetlandc.html DWQ ID: - CORPS ACTION ID: WQ00168 6 N?AWRI?i +?.?,(Y „JUp NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 12 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH. NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'SNAME: Town of North Wilkesboro 2. MAILING ADDRESS: 801 Main STreet SUBDIVISION NAME Not Applicable CITY: STATE: ZIP CODE: North Wilkesboro, NC 28659 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Communities of Cricket and Millers Creek 3. TELEPHONE NUMBER: (HOME) _ (WORK) 336-667-7129 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONENUMBER: Gail Harris, Town Manager 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: --NEARESTTOWN: North Wilkesboro (See vicinity map) Wilkes SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Old Highway 421 6. IMPACTED OR NEAREST STREAM/RIVER: RIVER BASIN: Yadkin River Basin Tucker HOe Creek 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN: (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)'? YES ? NO (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A Ii. x. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK: (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND. Not Applicable (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: None Known 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER: Not Applicable DRAINAGE : TOTAL ACRES TO BE IMPACTED: (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: _ FT AFTER: _ FT WIDTH BEFORE (based on normal liigli water contours): _ FT Not Applicable AVERAGE DEPTH BEFORE: FT AFTER: FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: Not Applicable OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? Not Applicable 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY I I DRAWINGS ONLY) Trench excavation and backfill of utility (sewer pipe) by backhoe 13. PURPOSE OF PROPOSED WORK: Provide wastewater service to communities of Cricket and Millers Creek 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) Not Applicable 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATECONTACTED: Instructions indicate this is not required for Nationwide Permit 12 (utility lines). 16. YOU ARE REQUIRED TO CON'T'ACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED _ Instructions indicate this is not required for Nationwide Permit 12 (utility lines) r 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES X? NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ? NO ?x (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT w PRO?jRAM, / OWNER'S/GENT'S SIGNATURE DATE 10641 Yll616411 (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). cs taw ck Sq' O Tritech Civil Environmental, PC 105' TRITEC H 401 Commerce Place • Asheboro, North Carolina 27203 • (336) 498-1060 • Fax: (336) 498-1070 Post Office Box 4127 • Asheboro, North Carolina 27204 • (336) 672-5253 NC Department of Environment and Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 Attention: Mr. John Dornan paYMEW RECEIVED Dear Mr. Dornan: July 31, 1999 1 1 RE: 401 Certification Millers Creek/Cricket Wastewater Improvements Enclosed are seven copies of the application, a check in the amount of $200.00, and the pertinent plan sheets to request a 401 certification for the construction of the wastewater improvements to serve the communities of Cricket and Millers Creek. We requested a nationwide permit 12 from the Corps of Engineers and received the permit dated July 12, 1999 (Action ID 199920984). The enclosed application is the same as that we submitted to the Corps of Engineers. In accordance with the nationwide permit, we are requesting written concurrence from your section regarding those conditions for which compliance with the conditions of water quality certification is not Inet or is subject to interpretation (identified in bold in the following narrative). It is our understanding that this application is necessary primarily because the gravity sewer and force main will be crossing streams in certain locations of the project. The stream crossings are illustrated on sheets 4, 5, 10, 11, 12, 13, 14, 18, and 26 of the drawings. We tried to cross perpendicular to the streams (condition no. 2) wherever possible, however, this was not practical in the case of a few of the stream crossings because of rock and steep slopes. The piping specified for the force main along Tucker Hole Creek is ductile iron (18-20 foot lengths) and for the gravity sewer in most instances (except where three feet of cover could not be achieved) is polyvinyl chloride (20 foot lengths). We did illustrated encasing the gravity sewer in concrete only where three feet of cover could not be achieved between the top of' tile pipe and the creek bed (condition no. 3). The erosion and sedimentation control plan for this project received approval 1ronl the Division of Land Resources on July 15, 1999. This includes approval of the stream crossing detail illustrated on sheet 38, which is intended not only to prevent erosion but also to allow access to the twenty wcTt,?, : ?,;;oup 1r?n,Tfr , P:\99074-24\1)0('\I)LNRI; I'R4.DO(' Tritech Civil Environmental, PC foot permanent easement for the Town's maintenance personnel to service the pipeline. This detail has been approved by the Division of Land Resources on previous projects. Because of this, the final stream bank contours will not be exactly identical to the original contours (condition no. 6). The pipeline construction will be within ten feet of the creek in places due to the steep slopes, the disturbed areas must be seeded and fertilized, and grass must be established in accordance with the approved erosion control plan (condition nos. 2 and 10). Please contact us if you have questions. Very truly yours, Tritech Civil Environmental, PC Larry W. Pearce, P. E. Enclosures cc: Gail Harris P:\99074-24\DO('\I)ENRI,T R4. DOC `s iii 3~ na ~8 61 ~a r .S yT:[ r: ~ ELI G 1. r t~ rya .1 h i J to ;7 j a :1 r ~a 1 ~ s N _i ~f~ i 1 1~ .i I I 1 ~R 1 .j 9j ~1 !11 l K pw G I a ~?I ti '~I f ,:I 1' ~I e L ~~iu ~It I E ~r 3 a~ fy --y- ,iuau,~ N • , RA N L r ~ ~ RA N hd., .N L o`' ~ Ek~STING r;oNTOUR~ • at ~ ~ a 1. CONTRACTOR PRIOR TO Ct CONTRACTOR SHALL VERIFI' TAE. _~:~~~~A ~~~'N ANA` iE~TK ~.F AE.(_ EXI~T~N~~ 'T;f IF`~ F'!~'OPCSED CONTOI;~~; s~ 0 3~ PRIOR TO CONSTRUCTION, CALL U~~OCC~ AT ~-a00-632-4949 CONTRAC'CJ~' ~HHLL ~~~_S(:~ :y NGTIFY THE NGTIFY THE UTILITY OMNER~ OF ANTICIPATED WORK NEAR THEIR LINE~~ EXISTING WATER MAIN .,r~, REPAIR CF A REPAIR CF ANl' DAMAGE TO EXIST UTILITIES SHALL BE THE. ~RES~ONSIBII.iTY OF ~'•,,ON THE CONTRA( THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ELECTRIC ~TILIlY WOODS LINE, CLEARING UM1TS ~ IN RELOCATI>• IN RELOCATING EXISTING POWER TOLES GUYS, AND OTHER ITEMS AS NECESSARY. TREE r,,.-,--„-.,.~-„-.. CONTRACTOR A R HA PROVIDE RAGMEN AND MAINTAIN ONE LANE OF" TRAFFIC AT Al's HEDGE. ROW OF BUSHES CONTR, CTO S LL TIMES. ROAD TIMES. ROADS SHALL BE CLEANEC Bl' POWER BROOM AND FLUSHER AT THE END OF EACH WC OF EACH WORK DAY. DI?~CH, WASH (STREAM ON SMALL SCALE=~ 3 ALA DISTURB _ . ~ ~ V ~ ALL DISTURBED DITCHES WITH A ~~;ADE OF L PERCENT OR GREATER, AND OTHER FENCE w CITCHES AS CITCHES AS INDICATED SHALL BE LINED WITH EROSION CONTROL MATTING. STABILIZE EMBANKMENT EMBANKMENT SLOPES IMMEDIATELY AFTER PIPE INSTALLATION 8Y SEEDING OR OTHER SURVE'r POINT ~ MEASURES A' MEASURES A~ INDICATED ON PIANO' NEW t~AN~OLE ~ a. UNLESS OTHI ALLOWED TO UNLESS OTHERWISE APPROVED !N WRITING BY NCDOT, THE CONTRACTOR WILL NUT EE ~XhTIN MANHO E ALLOWED TO PLACE EXCAVATED MATERIAL ON ?HE PAVED SURFACES OF STATE ROADS. E ~ G L ~ , EXISTING IRON PIPE r~ EIP ~.1' ~ ~ ~ DUCTILE IRON FORCE MAIN THRU`T RESTRAINT MUST BE PROVIDED BY RESTRAINED QUINT I ~ ~ ~ _ DUCTILE IROP _ ~ PIPE (SEE S PIPE SEE SHEET :S? . POWER POLE & GU~~ ANCHOR ~ ~ ( ~ T~ ANN a CAC B S ¦ --~""~-fin MINIMUM CO1 i.3 ~ MINIMUM COVER FOR ALL LINTS SHALL BE 3.0 FT UNLESS OTHERWISE SHOWN ON PLANS. M ~ \ SIGN ~ Sign ~ ~ N f ~ ~ 1 7. THE CONTRA THE CONTRACTOR ',NILE BE REQUIRED T~ DEVELOP AND RECEIVE NCDOT APPROVAL UTILITY CABLE PEDESTAL N r ~ OF A TRAFFU I ~ ~ OF A TRAFFIC SIGNING ANC FLAGGING Ui_AN BEFORE BEGINNING WORK. MAIL B,JXES, rP N ` ~ SIGNS, DRIVE SIGNS, DRIVEWAYS,FENCES,SHRUBBERY,CUL'~ERTS, HEADWALLS, ETC. SHALL BE REMOVED HYDRANT ? W Q ``4 AND REPLACI ~ ~ HYn INSTALLATION AND REPLACED WITHOUT DAMAGE BY THE CONTRACTOR WHEN NECESSARY FOR PIPE U Z INSTALLATION. WATER METER Q J p ~ JS v ~ JOB W a 23 ~ (p i~ ~ ~ 20 25 GATE ~A,LVE ~ ~ ~ _ WQ~ i ~ ~ ~ X _ ~ ~ ~ 29 2E ~ ~ r r T \ c2 F_ 12" C'F LARGER GATE t~AL vE U U ~ i ~ ~ ~ 1 ,h~ ~w , ~ I , f ~ ~ 1 7 WATER LINE - W = ~ ~ h- 2 ~~ARMONY ~ , 9, \ EXISTING. SANITARY SE~NI_R : _ _ _ - _ ~ ~ ^ ~ o ca OZ~,,~ ~~HURCH SAN SWR FC)RCE MAIN - - ~ U ~ ' O ELECTR'CAL (UNDERGR;~NDI ' ~ 2s ~ O - _ - W m I ELECTR±CAL (OVERHEADS - ~E W ,e i ~ ~ PH N N RGROUNDI I TELE O E (U DE (n Q ~ G ` z~ FIBER OPTIC CABLE (~~NDERGROUND) ~r 17 1 TELEVISION CABLE (UNDERGROUND, ~ ~ ~ ~ RIGHT-OF-WAY LINE: & ?ROPERTY LINE v PERMANENT EASEMENT ,_iNE Ll~ ° ~ ~ _ dr ~ \ ~ ~ 16 ~ DRAINS OR CULVERTS ~ i ABBREVIATIONS } 0 REACTION BLOCKING AT BENDS nti~~'~R 4U~_r r r v A~ M n~~M ,M LOT LINES r S ` 3 4N" AFP6"; Apc R~X:M:~ I' V 0 0 ~ ~ :.A; _ GUARDRAIL '.;'v~T'~n Dr.h ~ "v ~ SECTION N0. OR DETAIL LETTER ~1 A'. ' ~ ~A~vA Rn y k A 7. -'Ea~~, , . ~r ~ Nc _~vE~~K (TYPICAL DETAILS) ~E~;.~MA,. ~w DRAWING NUMBER ON WHICH g ~ ~ . ~CN00~ A - - ~c--' M SECTION OR DETAIL APPEARS ~ ~ ~ 1 ` ~ X i uax M;,. OR WHERE SECTION OR o ~A. oA.. M~a~s; ~AN~FAC~uRER~~~, ETAIL IS CUT) _ t A ~ F '~r h ~ MG ~ ~r~,_,oN CAL~,.cN~: a° ~ - R~ An' ,.--f~ ~ MG ~ X, ,y nr:;R; ;A-. ~~ASE ~O~~R•sE .r„ MA'V~-IbLE UNE SIZE CHANGE (REC'UCERj d A ?A'ti Mik MINIMUM, ~1n JTE ~ i5 ~ .~~t~ • .trER' •'•PE M'~5; UiSCEL''.ANEOUS ti ,,B; r~, 'EG M,n..'; U, MECHANICAL dDln? r 1 ~ 1 ;~_C,ERi,: RAJ MASONRY OPEN'~NC ~ ' ~ • ~ ;A~' ~RGn N"' MOtiNTED U 4:, MuG VAwf - W 1 /0, 1 k~ q ~~4~; tiP~ -,'v' ~V- C - ~ ' ~ 0 ~ i.J ~ ~ ~ 4'°~~~` !'OL .~~1~ ,~JM ~'~0.- ~ i Q R ~1- ~~NG 11• ~ 3 p CflahtC' ~ ~~*Rtl>'EnuN c;N CEnTE4 R~r ~'UTSDEJIAME``~ h ~ '~~'V~ P~,n"vS ~ ~ ~ \ ~ '?U; ~ . ~ A 2 1 ~~t0 , ~ l L :;dJ ~NEi~^'. ~ ~J' vk,Y~ POWER ROGF vEn ATGY, ~ n~ I JCWN ~ 1 _ =SV POLYMER SOLJT^n aE sw~':'r T I, \ ~ 1\ ~t~- ~EPAPTME,~ -RAn~.~R,A ,n APE supoDR ~x~:~ NTR G N P PS Pp,;NDS PER , N L LE w ~ O ns R o w r, PP ~ , Z `N", ~RAw'NG ~S PE ~J OR ~OW~ ~V PLUG VALVE ` ~AC~ \ 1 tiAC~ ~ACi ~ a _'~EvERT ~~n . • ~ W `~4~1 _ - - ' - ~n- ~ ~-~u~=`ri \ ''fi'r, vE~rv~i?RC", ~ ?EMPORARY SEG!ME^+' !k~' ('•ST} ~ REOv REC A' ~h - ?iv REVISIGN TST-3 -M ROOM . . ~ R~_ RESTRANrJ .~~a' ~..qp_._ TEMPORARY DIIER>19N ?f`CH t ~ ` ~ ~M STA'v^ARC C.;B~' :cE' o.R Mlh ` SC~E~ SC'+E_JJLE P RMANENT D!'JERSION CIiCH tP[IC) ~JitiGEi,~ v;, A;,Ar"~F c,pRM DRAIN NEE' E _ D _ ~_JV~ n'W.,~_ v^_~F PLC' SECT~O'u . / ~1 ~ . ,:,r: ,hA'. c~• 5"~.'„SCE GA`r v-,.,n~' - SHEET ~ . • n. 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