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HomeMy WebLinkAbout20221434 Ver 1_USACE Permit_20230130U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2022-02217 County: Caswell U.S.G.S. Quad: NC-Leasburg GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Kinder Morgan Attn: Gina Dorsey Address: 1001 Louisiana Street Houston, TX 77002 E-mail: gina dorsey(a)kindermorgan.com Size (acres) —0.5 Nearest Town Milton Nearest Waterway UT to Country Line Creek River Basin Roanoke USGS HUC 03010104 Coordinates 36.471836,-79.197128 Location description: The pro*ect area is located on an existing Kinder Morgan Products SE Pipe Line, approximately 0.45 mile SSE of the intersection of Jack Pointer Road and Gaddy Road, near Milton, in Caswell County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge dredged or fill material (not considered a loss of waters) into 0.034 acre (100 linear feet) of stream channel necessary to protect an existing Detroleum pipeline. Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permit 12.Oil or Natural Gas Pipeline Activities SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 10/13/2022, and revised information received via email on 12/27/2022 and 1/3/2023, and the enclosed plans Kinder Morgan Water Crossings, Country Line Creek Tributary Site, NC-EXP-0002 "Pipe Plan and Profile" and "Pipe Cross Sections" dated 12/23/2022. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact David E. Bailey at (919) 817-2436 or David.E.Bailev2(&usace.armv.mil. J Date: 2023.01.30 14:02:28-05'00' Corps Regulatory Official: " � Date: 01/30/2023 Expiration Date of Verification: 3/14/2026 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at https://re ug latory.ops.usace.gr ny.mil/customer-service-survey/. Copy furnished electronically: Betsy Jorgensen, Jacobs, betsy.jor eg nsen@jacobs.com Sue Homewood, NCDEQ-NCDWR, Sue.Homewoodkncdenr.gov Seren Homer, NCDEQ-DWR, seren.homer@ncdenr.gov Rebecca Chandler, NCDEQ-DWR, rebecca.chandler(kncdenr.gov 15 I 4 0 1 n o■ No 0■ / 1� �o dor 43 SLOPE STABILIZAT40N / 419- / / / / 8 418/ cu-o2 T APPROX.BEDROCK / OUTCROP / / / ^ / - <'T115 kL / 2 — 1 I � / J / / / 415 — / cu-02 \L J I / I / 0 1 PROFILE AT APPROXIMATE CENTERLINE OF CREEK 10000 8 /^ / \O ■� /�/,/�J / qq(`\/\�\v/1I I J o )U 30 OPEN CELL ARTICULATING CONCRETE MAT. 1 CONTRACTOR AND MANUFACTURER TO DETERMINE DIMENSIONS. 2 KEY IN 18" PIECE OF RIP RAP AT TOE OF SLOPE WHERE IT MEETS MAT.(TYP.) 3 GAB OR APPROVED EQUAL 4 EXISTING PETROLEUM PIPE (TYP.) 5 EXISTING GRADE (TYP.) 6 SEE PIPE TRENCH DETAIL 7 FILL MATERIAL (TYP.) THE LAYOUT OF THE ARTICULATED CONCRETE MATS 8 SHOWN ON THE PLAN VIEW INDICATES ONLY THE EXPOSED PORTION OT THE MAT. SEE DETAILS FOR ANCHORING REQUIREMENTS UPSTREAM, DOWNSTREAM AND AT TOP OF BANK. 9 GEOTEXTILE (TYP.) WRAP AROUND GAB AND INSTALL UNDER MAT. ANCHOR MAT UPSTREAM OF THE CREEK IN 18-INCH 10 DEEP V SHAPED TRENCH IN BEDROCK AND INSTALL KEY BY FILLING WITH SAKRETE (4,000 PSI) CONCRETE. ANCHOR MAT ON DOWNSTREAM END WITH CONCRETE 11 KEY, 3 FEET BELOW GROUND AS SHOWN. IF BEDROCK IS ENCOUNTERED ON DOWNSTREAM END, UTILIZE UPSTREAM ANCHOR METHOD FOR KEY IN. 12 RIP RAP PLUNGE POOL-NCDOT CLASS 2 SITE SPECIFIC NOTES DURING CONSTRUCTION OF RIP RAP PLUNGE POOL, BEDROCK p J d 0-1 Q w m Q Q p � d Q J J w U of D o_ p m O Y 0 � 2 w W U � of � w L7 J J p J J w U QLu Co Q Z Z Q U) w CD O CV 0O o U Z �6 Qd Upp } pcnX - w o� Q y o p <wX0 wQo O Z W J UUw = H d � Z O Q *k CQ � J Q U J r U W Q (D p Z Z O Y U 42 425 MAY BE ENCOUNTERED. - O O IF BEDROCK IS ENCOUNTERED WITHIN 12 INCHES BELOW CURRENT STREAM BED, PROCEED WITH ADDITIONAL LAYER OF _ z z _ ROCK KEYED INTO TOE OF SLOPE AND RETURN STREAM BED 42 IU — U) 420 TO EXISTING CONDITIONS. w w _ _ IF BEDROCK IS ENCOUNTERED BETWEEN 1 FOOT - 2 FEET J - 1 - BELOW CURRENT STREAM BED, PROCEED WITH RIP RAP Q L.L INSTALLED UP TO STREAM BED GRADE. J Q 41 — 5 415 O 0� -_ 6 2' 10 FLOW - IF BEDROCK IS ENCOUNTERED BEYOND 2 FEET BELOW u v w 0- TYP. _ - CURRENT STREAM BED, PROCEED AS DESIGNED. 0 - 5 11 - ------------------------------ - APPROX. BEDROCK Q 41 ,,, -410 M 39 11 J:\KMDGWC22\30 WORK IN PROGRESS\DISCIPLINES\DRAWINGS\PACKAGE 2\NC-0002 COUNTRY LINE CREEK TRIBUTARY\SHEETS 05 95 )o FILENAME: KMDGWC22-NC0007-CU101 0 0 5' 10' HORIZONTAL 0 5' 10' VERTICAL 0 w w U) w 2 c� J J Q N N O N U) m O U Q r0 LL O W (Ij am 00 �U a Lu Q 2 LL �O U)Z wo UQ L � v O J � z zQ OZ C0 LU LU Lu LL 0- Lu LL O� zD LL � 2 Cf)� zU Lu QO Cl)� Q ZLu w Lu 2 w0 2� Lu Qo LO li Oa U Z Z U)1]� z0 L) Lu cn J u, 0 OS z QZ coo Q Lu Lu U) ❑5 ww �m 00 z�- QO Z Z cn Cl �Z �Q U OU) 0 Co U) OU 2 F-a z Lu D U O 0 LL O w U) D Lu Z '(D V) W 0 J Z H PLOT DATE: December 23, 2022 PLOT TIME: 4:57:58 PM 0IIIIIIIIIIIIIIIIII NIIIIIIIIIIIIIIIIII a. 0+nn 43 42 42 41 41 40 40 o+UU Z 0 42 41 41 M ,e ■ 1 PROFILE AT AT 14" - 14W PIPELINE CROSSING U+1 U U+2U U+,SU U+4U CROSS SECTION A - Al U+1 U U+2U U+,SU U+4U n+,qn 0 5 0 5 0 5 0 U+SU o+nn 43 42 42 41 41 40 40 0+ 00 D 20 15 10 05 00 U+to 4 5 b 1 OPEN CELL ARTICULATING CONCRETE MAT. CONTRACTOR AND MANUFACTURER TO DETERMINE DIMENSIONS. SEE MAT INSTALLATION DETAILS (CU-501) 2 GAB OR APPROVED EQUAL 3 CONCRETE KEY (TYP.) p J Q 4 EXISTING GRADE (TYP.) } m Q 5 EXISTING PETROLEUM PIPE (TYP.) Q p � IZ Q 6 SEE PIPE TRENCH DETAIL J J W U 7 KEY IN 2' OF ARTICULATING CONCRETE MATS o_ p g STABILIZE SLOPE USING NCDOT APPROVED METHODS m z AND NATURAL MATERIALS (JUTE MATTING) p o = w > U 9 GEOTEXTILE (TYP.) C/) _ w J J_ 10 LARGE STONES KEYED IN (-18 INCHES) TYP. CROSS SECTION B - B' 0+1 U 0+20 U+,SU n+ 47 30 25 20 15 10 05 00 U+ 40 U+ 4 7 0 5' 10, HORIZONTAL 0 5' 10, VERTICAL w p J J W 04 N W 0_ 000 Q p Z O Z U p W .-. Q O CV C/) oM p U Z CD a U m } p M X o �Qw~oZ) Y UJ Q , 3:wXO CD= Z W J U U W W Lu Z H O Q *k w Z J Q U J Q W p Z U Z O Y U o u U '� O re r w o- n AS SHOWN VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. 0 1" DATE ---- PROJ KMDGWC22 DWG CU-201 SHEET of KMDGWC22\30 WORK IN PROGRESS\DISCIPLINES\DRAWINGS\PACKAGE 2\NC-0002 COUNTRY LINE CREEK TRIBUTARY\SHEETS FILENAME: KMDGWC22-NC0007-CU101 PLOT DATE: December 23, 2022 PLOT TIME: 4:59:29 PM Action ID Number: SAW-2022-02217 Permittee: Kinder Morgan, Attn: Gina Dorsey County: Caswell Project Name: Kinder Morgan / petroleum pipeline protection / NC-EXP-0002 / Milton Date Verification Issued: 01/30/2023 Project Manager: David E. Bailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date