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HomeMy WebLinkAbout20201834 Ver 1_Revised Plans_20220201Strickland, Bev From: Matt Michel <Matt.Michel@timmons.com> Sent: Tuesday, February 1, 2022 4:04 PM To: Boggs, Brandee C CIV USARMY CESAD (USA); Homewood, Sue Cc: Sydni Law; Leslie, Andrea J; Bowers, Todd; Lauren Norris -Heflin; Jacob Dooley Subject: [External] RE: Revised 404 for Partin Solar SAW 2019-01186 Attachments: Partin Solar - Crossing Exhibit #1 - 2022.02.01.pdf; 45488.005-EX1.00 CROSSING EXHIBIT - CULVERT #1 - 2021.10.25.pdf Follow Up Flag: Follow up Flag Status: Flagged CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good afternoon Brandee and Sue, This email is regarding the permit verification for the Partin Solar project (SAW 2019-01186 / SAW 2018-02237; DWR# 20201834). Because of a re -survey, the plans for Culvert #1 have changed slightly. The new survey provided elevations about 2.5 feet lower than the initial surveys. The designers revised the grades and lowered the culvert inverts to accommodate the new survey. The total overall impacts remain the same (116 linear feet), but the amount of permanent vs. permanent no -loss impacts shifted: - A reduction of permanent stream impact from 108 linear feet / 553 square feet to 105 linear feet / 533 square feet - An increase of permanent -no loss stream impacts from 8 linear feet / 40 square feet to 11 linear feet / 60 square feet I have attached the updated Culvert #1 exhibit to this email (and the older one as well, dated 2021.10.25). The contractors are hoping to begin constructing this culvert later this week. Are they okay to proceed with the new design? Thanks, and please let me know if you need anymore information. Matt From: Boggs, Brandee C CIV USARMY CESAD (USA) <Brandee.C.Boggs@usace.army.mil> Sent: Thursday, December 9, 2021 5:57 PM To: staylor@depcompower.com Cc: Sydni Law <Sydni.Law@timmons.com>; Homewood, Sue <sue.homewood@ncdenr.gov>; Leslie, Andrea J <andrea.leslie@ncwildlife.org>; Bowers, Todd <bowers.todd@epa.gov>; Matt Michel <Matt.Michel@timmons.com>; Lauren Norris -Heflin <Lauren.Norris-Heflin@timmons.com> Subject: Revised 404 for Partin Solar SAW 2019-01186 CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 1 Hi Steve, Attached you will find your updated 404 with updated impact table and maps. Let me know if you have any questions. Sorry about any confusion I may have caused with my last 404. Cheers, Brandee Kindest Regards, Brandee Boggs (she/her) Regulatory Specialist Work Hours: Tues-Thurs 930a.m-6pm 828.271.7980 x 4224 US Army Corps of Engineers Wilmington District, Asheville Field Office 151 Patton Avenue, Suite 208 Asheville, NC 28801 2 THIS DRAWING PREPARED AT THE RALEIGH OFFICE 5410 Trinity Road, Suite 102 1 Raleigh, NC 27607 TEL 919.866.4951 FAX 919.833.8124 www.timmons.com REVISION DESCRIPTION ' \- \ \`w. *\� ` — — \ �\\\\ \\\ \ \ \ NOTES: k 65 LF OF 83" X 57" CORRUGATED \° \ \ \\\ \ \\\\\ \ \ ` \\ 1. PRIOR TO START OF WORK, CONTRACTOR STEEL PIPE @ 2.00% \ \` �px \\ \\� EXISTING STREAM SHALL HAVE ALL MATERIALS AND IMPACT TABLE - INV IN: 976.00', INV OUT: 974.70' \ po 1 I\\` EQUIPMENT ON -SITE. \CENTERLINE _ - J ,. \ \ 2 CONTRACTOR SHALL INSTALL A TEMPORARY IMPACT DESCRIPTION LF SF AC - = = \�o �• .I II 111 70 �``� P ; ', I I \ ` �I\ \ \ 1111" 1 - COFFER DAM ON THE UPSTREAM SIDE OF THE PROPOSED CROSSING AND PUMP I Ill\ TOTAL LINEAR STREAM 116 N/A N/A • `� ' `� \��` \ \ WATER AROUND THE OPEN CUT AREA TO o 984 PERMANENT STREAM IMPACTS 108 553 0.013 �;0) 0,��W�� 10+00 " 10+50 kW ..)0' �11+5011+75 °) �4 �10A. THE DOWNSTREAM SIDE. -. ��" 'o 1' ; co ��� . �� sal,,. o ' • �rn �i�1 3. CONTRACTOR SHALL PLACE THE CULVERT PERMANENT - NO LOSS STREAM IMPACTS 8 40 0.001 \ rn OR UTILITY CASING WITH CARRIER PIPE AT \\ , 984 `,+. 6, i �� lrn�� \ 11rn ;, I I .0 ELEVATIONS SHOWN ON THE APPROVED \ �\ ` �, �� =: o I I \ \ 1\I 7p ��` PLANS AND BACKFILL IN ACCORDANCE WITH YOUR VISION ACHIEVED THROUGH OURS. �� \ CLASS 1 RIPRAP 48.0 L x 18.0 W x 24 T ,•,; I I 1 . l I \ \t co \ v pp I \ \ \ 1 \ `� \ 1 \ \ \ \ \ \ \ NCDOT SPECIFICATIONS. 4. CONTRACTOR SHALL RESTORE CHANNEL ��\ \ I \ \ \ \ \ AND STABILIZE ANY DISTURBANCE WITHIN \ \ cb V / p� QOl .;.;' \ I III .<.�•„ .� / LIMITS OF DISTURBANCE 24-HOURS OF START OF WORK. I l .0':.;_ moo 01. \ ��\\. 1�III / \ `\ \ \\\ \\ \`\\`\' ` \ LIMITS OF DISTURBANCE ( �x 0 \\� \ EXISTING STREAM \ \ , ,104k ,7 ' ,\, > \\ \ 1 � \ 1 I`�5' \ l\\�\\\\\, \ , \ l I 1 ) ) 1 \ \ \ \ \ . \ l I l / `` \ \ `\ \ l ' DAIt :o zs zoz: CROSSING - PLAN VIEW SCALE 1"=60' BY A e OWN TIMMONS GROUP .••. DESIGNED BY J. DOOLEY 0 60' 120'CHECKE D BY R. BAKER SCALE AS SHOWN 995 995 PARTIN SOLAR - PHASE 2 NORTHAMPTON COUNTY, NORTH CAROLINA CROSSING EXHIBIT - CULVERT #1 990 990 CL - PROP. 20' WIDE ACCESS ROAD PROPOSED 990 PROPOSED GRADE/990 GRADE 985 985 2:1 2:1 OUTLET PROTECTION TO BE KEYED IN ONCE EXISTING GRADE IS MATCHED FOR POSITIVE DRAINAGE 985 985 - •80 \ / 980 \ 4 79' 83"x57" CORRUGATED STEEL PIPE \ / �,_ \ 980 n 980 6- 6- EXISTING 975 : , . -• 975 GRADE \ � C. _ 83 �• • • III• . ,_.....=...: J EXISTING _ GAT, D """ GRADE S '.00 T EL PIPE 975 975 974 o cci co CS) co (6 co rn o (6 co o N. co 0 (c) co o N (6 co O N. csi co rn N M 0 O 974 0 I 970 0 60 PROFILE SCALE o r\ N. rn o (0 N. rn 0 � N. rn 0 � N. rn 0 � N. rn 0 � N. rn o '4 rn 970 0 0 60 PROFILE SCALE 10+00 10+50 11+00 11+50 CULVERT #1 - CROSS SECTION VIEW CULVERT #1 - PROFILE VIEW JOB NO. 46306.001 PRELIM/NARY- NOT RELEASED FOR CONSTRUCTION SHEET NO. EX1.0 THIS DRAWING PREPARED AT THE RALEIGH OFFICE 5410 Trinity Road, Suite 102 1 Raleigh, NC 27607 TEL 919.866.4951 FAX 919.833.8124 www.timmons.com REVISION DESCRIPTION N\'- \ z\ * �: , \ _ � \ ;` \` \\ \\: 1�' NOTES: k 65 LF OF 83" X 57" CORRUGATED \ \\° \\ \\\\\�\�\ ` �\ \ 1. PRIOR TO START OF WORK, CONTRACTOR STEEL PIPE @ 1.43% . �O • \�\� \ x \ c) \ EXISTING STREAM SHALL HAVE ALL MATERIALS AND IMPACT TABLE INV IN: 973.18', INV OUT: 972.25' • 00 \1 \\\\\ \; EQUIPMENT ON -SITE. / / �1 \CENTERL010NE c\% 2 CONTRACTOR SHALL INSTALL A TEMPORARY IMPACT DESCRIPTION LF SF AC — '' Jr' \ 1 ..-,., Lob 1 1 1 �' " \ 990 -viva.. COFFER DAM ON THE UPSTREAM SIDE OF THE PROPOSED CROSSING AND PUMP `,,��' ,\: \ TOTAL LINEAR STREAM 116 N/A N/A •: • '•\�'•\ r�982 _ , \ WATER AROUND THE OPEN CUT AREA TO PERMANENT STREAM IMPACTS 105 533 0.013 i ��1I�°10+00 ��10+50, • ��..)0' ��11+5011+75 f THE DOWNSTREAM SIDE. �� lll�� ilk`. �� ��iLi1�__;; W1� �� . 3. CONTRACTOR SHALL PLACE THE CULVERT PERMANENT - NO LOSS STREAM IMPACTS 11 60 0.001 r 982 ,A � ': � ��Di OR UTILITY CASING WITH CARRIER PIPE AT �90� • r-978 / r �� �0 1� ELEVATIONS SHOWN ON THE APPROVED \N ;' \ ��,, \ , 1 \ • •1 PLANS AND BACKFILL IN ACCORDANCE WITH YOUR VISION ACHIEVED THROUGH OURS. \ \ 1' CLASS 1 RIPRAP,* 48.0'Lx18.0'Wx24"T o0 1 i t I ' .. •�,1 co \ \ LQ \ 1 \ 1 , \ \ 1 �O \ ` • ` # NCDOT SPECIFICATIONS. 4. CONTRACTOR SHALL RESTORE CHANNEL \ ' oc ' o \ \ ` \ ` ` \' AND STABILIZE ANY DISTURBANCE WITHIN • ••, \ 9 f ; cb °O1� :' �•' ,.• o 9 , 9`, 1 r7 LIMITS OF DISTURBANCE a 24-HOURS OF START OF WORK. \ 11 \ ` \ N.l\ \ \ LIMITS OF DISTURBANCE \ 7xSp''�\�� \ EXISTING STREAM \ 1' / \���\\ \ \ , !(Y 1 I� \ . l `\ `\ \ \ l ' oz o: zozz CROSSING - PLAN VIEW SCALE 1"=60' BY A e OWN TIMMONS GROUP :-':',. DESIGNED BY J. DOOLEY 995 / 995 / 0 60' 120' CHECKEDBV R. BAKER / SCALE AS SHOWN / 990 990 990 / 990 PARTIN SOLAR - PHASE 2 NORTHAMPTON COUNTY, NORTH CAROLINA CROSSING EXHIBIT - CULVERT #1 CL - PRO'. 20' WIDE / `CCESS ROAD A.PROPOSED GLADE PROPOSED 985 GRADE 985 985 \.................. / 985 OUTLET PROTECTION TO BE KEYED IN ONCE EXISTING GRADE IS \ MATCHED FOR POSITIVE DRAINAGE \ / CORRUGATED STEEL PIPE 2:1 2:1 \ / �83"x57" 980 980 980 N 5.72' 1 980 LIMITS OF FIELD SURVEY START OF NO LOSS IMPACT EXISTING \ _1_,�6— rEXISTING GRADE GRADE 975 \ 975 6— 975 I 975 65' OF —• — "' ' 83" X 57" Li)CORRUGATED STEEL PIPE • •.•.•..z @ 1.43% I LIMITS OF • • •_•••;•:.•;•: _ • •j• 970 FIELD SURV1 +::+_% Y 1 970 970 N ici co N <f co N M co 00 N co o (',i co m c i co N Lri co M K co 970 0 I 969 0 60 PROFILE SCALE o N. o co N. 1 M N. ^ N c•S N. N. co o '4 N. rn 969 0 I 0 60 PROFILE SCALE 10+00 10+50 11+00 11+5011+75 10+00 10+50 11+00 11+50 CULVERT #1 - CROSS SECTION VIEW CULVERT #1 - PROFILE VIEW JOB NO. 46306.001 PRELIM/NARY- NOT RELEASED FOR CONSTRUCTION SHEET NO. EX1.0