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N 1. FOR SOIL BORING DATA FOR BORES MADE AT 81-1 THROUGH B1-9, REFER TO LAW ENGINEERING REPOR D ~ APRIL 2001. 1 1,413 PIPE, 12.750" O.D. x 0.312" W.T., API-5L GR. X-42, D5472002 PIPELINE ALIGNMENT -STA. 150+00 TO + A 05 18 O1 ISSUED FOR INTERNAL REVIEW _ _ cNK'D DAN DATE 05/i8/Ol EastemNo+thcarnilnaNamm~cas ia:(ets) FAX:(91B) 518-elm .TA. 150+00 TO STA. 300 00 / /
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W 2. ENERGY MANAGEMENT & SERVICES AND EASTERN NC MAKE NO GUARANTEE THAT THIS SURVEY OR MAP CONTAINS ENERGY MANAGEMENT COATED w FUSION BONDED EPOXY & POWERCRETE B 05/25/01 ISSUED FOR APPROVAL - APPRUVED UAH DAIL UD/ZO/Ui TITLE WATER CROSSING DETAIL
COMPLETE OR CONCLUSIVE SUBSURFACE INFORMATION. CONTRACTOR IS TO CONTACT ALL OWNERS OF UNDERGROUND EMS JOB NO. 1547 CHOWAN RIVER HORIZONTAL DIRECTIONAL DRILL
o FACILITIES PRIOR TO ANY EXCAVATION. & SERVICES CO. _ 460 WILSON AVENUE (30 MILS) c os/15/o1 ISSUED FOR LAMA-AEC PERMIT C ON ST ENCNG NATURAL GAS SYSTEM PROJECT-PHASE 1 . AFl=~P.O.NO.
m 3. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION & PRESERVATION OF ALL UNDERGROUND & ABOVE GROUND S-: FACILITIES, WHETHER OR NOT DEPICTED ON THESE DRAWINGS. P.O. BOX 1007 2 (HOLD) WELD JOINT COATING (HOLD) HERTFORD do GATES COUNTIES, NORTH CAROLINA
m m , KENTUCKY 40383 ` `s 4. WELD JOINTS SHALL BE COATED WITH (HOLD) APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VERSAILLES, 5 873-0078 CLIENT FILE NO. NO. REV.
w 5. TIE-INS ARE TO BE MADE WITH FIELD BEND. FAX:[phone] AS-BUILT D5472301 C EMS FILE NO. 5472301_
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121PTION N0. DATE DESCRIPTION ISSUED FOR GATE BY 'DATE 05/4/01 410 S. WILUINGTON STREET
~ i - R T W N IN RIN R P RT AT o N0. Qom. DESCRIPTION DWG. N0. DESCRIPTION N 1. FOR SOIL BORING DATA FOR BORES MADE AT B18-1 THROUGH B 8 4, REFE 0 lA E G EE G E 0 D ED _ ~ APRIL 2001. 1 2,270' PIPE, 6.825" O.D. x 0.188" W.T., API-5L GR. X-42, D5472D32 PIPELINE ALIGNMENT -STA. 1950+00 TO STi ..,,..,,,:~..k, _ _ R?LEIGH, NC 27602-1551 i 07 D9 Ot CHK'D DAN-CpATE 06/08/01 ~,~;~v~'g~rati~tat~a;c~4m 1E1:(819) SIB-8831 FAK(918} SIB-8707 1950+00 TO STA. 2100+00 A 06/05/01 ISSUED FOR INTERNAL REVIEW / /
0 2. ENERGY MANAGEMENT do SERVICES AND EASTERN NC MAKE NO GUARANTEE THAT THIS SURVEY OR MAP CONTAINS - - - - - _ _ _ B~0 gppgpyEp Qai ~ D1TE 06/15/01 1111.E WATER CROSSING DETAIL
~ COMPLETE OR CONCLUSIVE SUBSURFACE INFORMATION. CONTRACTOR IS TO CONTACT ALL OWNERS OF UNDERGROUND ENERGY MANAGEMENT ' coATED w/ FUSION BONDED EPOXY & POWERCRETE o FACILITIES PRIOR TO ANY EXCAVATION. & SERVICES CO. I o ; o7/os/o1 IssuED foR eiD Eus ~ ~ CpWELLS & BUCKSKIN CR}~. HCR:Z. DIRECTIONAL DRILL
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~ FACIImES, WHETHER OR NOT DEPICTED ON THESE DRAWINGS. P.O. BOx 1007 0 - WELD JOINT COATING, SPC SP-2888 m VERSAILLES, KENTUCKY 40383 _ ar1:/a,a.HO. CURRITUCK COUNTY, NORTH CAROLINA j ~
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- SEE PLAN FOR ADDITIONAL NOTES - TEIs(859~ 873-0076 FAX:(859) 87J-5872 O _ _ ~s-evi~r D5472307 0 EYS FllE N0. 5472307_
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m 1. FOR SOIL BORING DATA - - o N0. OT'Y. DESCRIPTI FOR BORES MADE AT 815 1 THROUGH B15 7, REFER TO LAW ENGINEERING REPORT DATED ON DWG. N0. DESCRIPTION DESCRIPTION N0. DATE DESCRIP110N ISSUED FOR DATE gY DRAWN aeH DATE os/ts/ot 410 S. WIL1pNG10N 5tREEr
~ APRIL 2001. m 1 4,344' PIPE, 8.625" O.D. x 0.219" W.T., API-5L GR. X-42, (HOLD) PIPELINE ALIGNMENT -STA. XXX TO ° 2. ENERGY MANAGEMENT & SERVICES AND EASTERN NC MAKE NO GUARANTEE THAT THIS SURVEY OR MAP CONTAINS RALEK#1, NC 27802-1551 • STA. XXX TO STA. XXX A 05~21~01 ISSUED FOR INTERNAL REVIEW _ _ CHK'D DAFT DATE 5/21/01 EastemNcr;hcaroilnaNaluraEGas m:(9ts) 5~s-ee3~ FA%:(919) 5~8-8707
4 a COMPLETE OR CONCLUSIVE SUBSURFACE INFORMATION. CONTRACTOR IS TO CONTACT ALL OWNERS OF UNDERGROUND 15nZMtil M&NAUMM ENT COATED w/ FUSION BONDED EPOXY & POWERCRETE B 05/29/01 ISSUED FOR APP BID APPROVED DAN DATE 5/29/01 TITLE
FACILITIES PRIOR TO ANY EXCAVATION. & SERVICES CO. APPROVAL WATER CROSSING DETAIL
co 3. CONTRACTOR I (30 MILS) S RESPONSIBLE FOR THE LOCATION & PRESERVATION OF ALL UNDERGROUND & ABOVE GROUND 460 WILSON AVENUE m FACILITIES, WHETHER OR NOT DEPICTED ON THESE DRAWINGS. P.O. BOX 1007 2 - WELD JOINT COATING, SPC SP-2888 C 06/15/01 ISSUED FOR CAMA-AEC PERMIT EMS JOB NO. 1547 PASQUOTANK RIVER HORIZONTAL DIRECTIONAL DRILL
0 4. WELD JOINTS SHALL BE COATED WITH SPC SP-2888 APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS VERSAILLES, KENTUCKY 40383 C O N S T. AFE P O NO ENCNG NATURAL GAS SYSTEM PROJECT-PHASE 1 D 06/26/01 REVISED & REISSUED FOR CAMA-AEC PERMIT PASQUOTANK &
w TEL[phone] CAMDEN COUNTIES, NORTH CAROLINA CLIENT FlLE NO. NO. REV. i
0 5. TIE-INS ARE TO BE MADE WITH FIELD BEND. FAX:[phone] J a AS-BUILT EMS FILE NO. 5472305 D5472305
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~ 1. ENERGY MANAGEMENT & SERVICES AND EASTERN NC MAKE NO GUARANTEE THAT THIS SURVEY OR MAP CONTAINS _ O6 14 O1 ISSUED FOR INTERNAL REVIEW _ _ CHK'D DAH DATE OB/t4/Ol t:asteraNatnCaro~maNatura~~as 7F1:(919) 5~8-883t FAx:(9~9) 5+s-em7 STA. XXX TO STA. XXX A / / R ~ ~
~ COMPLETE OR CONCLUSIVE SUBSURFACE INFORMATION. CONTRACTOR IS TO CONTACT ALL OWNERS OF UNDERGROUND 1 3,215' PIPE, 10.750" O.D. x 0.256" W.T., API-5L GR. X-42, (HOLD) PIPELINE ALIGNMENT -STA. XXX TO
o FACILITIES PRIOR TO ANY EXCAVATION. ENERGY MANAGEMENT POWERCRETE B 06/15/01 ISSUED FOR CAMA-AEC PERMIT ~PFWVLD Um Ik41t uo/io/ui nTLE WATER CROSSING DETAIL EMS ,Oa NO. 1547 PERQUIMANS RIVER HORIZONTAL DIRECTIONAL DRILL
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m VERSAILLES, KENTUCKY 40383 CLIENT ME NO. NO. REV.
°w TEL:[phone] FAX:[phone] AS-BUILT D5472303 C EMS FILE NO. 5472303_
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