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HomeMy WebLinkAbout20230238 Ver 2_2101 Gillette Dr RFAI 2 Response 5-16-2023_20230602 david.syster@segims From: david.syster@segi.us Sent: Tuesday, May 16, 2023 9:34 AM To: 'Shaver, Brad E CIV USARMY CESAW (USA)' Cc: 'Snider, Holley' Subject: RE: [URL Verdict: Neutral][Non-DoD Source] RE: Request for additional Information 2101 Gillette Drive, New Hanover County Attachments: Preferred layout 5-9-2023.pdf, Option 2 with tie back notes 5-9-2023.pdf Brad, As I mentioned in my last email, I do need to submit the permit request to Holley at DWQ. I will be doing that today once I figure out the correct portal to utilize. However,to complete the RFAI chain we had started I wanted to also respond to your last request regarding Option 2 and the pipe. For Option 2—The engineer did review the use of a retaining wall system but the tie-backs would be located under the house and for that reason that was not considered a viable option. Please see the attached Option 2 drawing with notes referencing the tie-backs. Pipe/culvert burial and cross section—The engineer also updated the Preferred Layout drawing to include the pipe cross-section. Unfortunately, due to the elevation of the sewer line along the receiving channel, we cannot bury the pipe as desired. However,the system appears to be collecting sediment/accreting. So,the engineer is proposing to place rip- rap at the pipe outlet and stack it 1' above the pipe elevation. This will allow sediment to continue to collect in the pipe over time. Please review and let me know if you have any additional questions or comments. Feel free to call anytime to discuss as well. Again, I will be submitting the entire permit and drawings to Holley/DWQ and will wait for any questions or comments from her. Thank you, David DWW A.bjreff Pe Southern Emdrommental Group,Inc. 1311d mat IMAIdoa Fkm MUn1 `�1 .(v �O�VILN" NkNINOWAIWO From: Shaver, Brad E CIV USARMY CESAW(USA) <Brad.E.Shaver@usace.army.miI> Sent: Friday, May 12, 2023 3:15 PM To: smtp-Syster, David <d avid.syster@segi.us> Cc: Snider, Holley<holley.snider@ncdenr.gov> Subject: RE: [URL Verdict: Neutral][Non-DoD Source] RE: Request for additional Information 2101 Gillette Drive, New Hanover County 1 David, As of this upcoming Monday it will almost be 30 days since we have last heard anything about this project. I was inquiring about an update to see if it is still being pursued? Brad Brad Shaver Project Manager US Army Corps of Engineers 69 Darlington Ave Wilmington, NC 28403 (910) 251-4611 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://regulatory.ops.usace.army.mil/customer-service-survey/ From: Shaver, Brad E CIV USARMY CESAW (USA) Sent: Monday, April 17, 2023 10:29 AM To: David Syster<david.syster@segi.us> Cc: Snider, Holley<holley.snider@ncdenr.gov> Subject: RE: [URL Verdict: Neutral][Non-DoD Source] RE: Request for additional Information 2101 Gillette Drive, New Hanover County David, Thanks for talking with me earlier. As discussed, please provide a narrative discussion regarding why option 2 would not work with the use of retaining wall structures.Also provide a depiction of the pipe burial to demonstrate compliance with regional conditions, "Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches.". Thanks, Brad Brad Shaver Project Manager US Army Corps of Engineers 69 Darlington Ave Wilmington, NC 28403 (910) 251-4611 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://regulatory.ops.usace.army.mil/customer-service-survey/ From: David Syster<david.syster@segi.us> Sent: Friday, April 14, 2023 1:57 PM 2 m z J J a F L, N o n z W Wok U U)o Z w W � 0 ryb z Z Cn o a o ryryro ryy� rye" ry 0 N a W ' 14, ry © p I_ ryy6 0 \J Q ryo y ry ry^ry ry, ryep DO / N yy SANITARY SEWER ti^ ry N W LL > GO CONCRETE MONUMENT FOUND MANHOLE p ryye ryyp CAPE FEAR COUNTY CLUB W CN 8"ROUND WITH CONE TOP T= 21.31 N 1=16.15 5 8"REBAR ry" ryy y y DB 526 PG 352 � W y ti ti ryy' ti PIN#3127-19-61-3905 O ry' ro J � W Z S88°24'28"E 105.73' h' � N88°19'35"W 60.00' �' 0 C) Z OUND • �ry� ¢ 6 ryy W W W O 6"ROUND WITH REBAR �' -- - - - - - - _ _ _ _ (1) 1.- J /~/nn IRON PIPE FOUND n J V 571"08'S6'E 0.74'FROM ^ ��REBAR nOn I­- //nn z CONCRETE MONUMENT I ryp� ti' I EL W V C ti`V ry ti0 5' REAR SETBACK 0 J o >GJ NY` ryy ryryro ryry ry ryy d COI (V REMOVE EXISTING PIPE I 23 ry 24"CPP I EL 7.03 ry 24'CPP N '� p 26 " 0'o SIDE SETBACK m INSTALL CLASS I V.EL.L00 " 14, RIP—RAP 1' ABOVE 1+70 1+50 1+00 0+50 0+00 h 27 I d N INVERT OUT OF PIPE 26 GARAGE 1 s ry I 0 z PROPOSED GRADE 25 27' x 47''� w EXISTING GRADE 24 a I FFE=25.0 ryp z5ry" ryy6 I I ~O o T20 ry^" Lu ry Zw�z EXISTING BOTTOM I ' zOF DITCH Om48" FES 48" SD 10-18.0 IN=18.8 y ryp \ryy I y^ PROPOSED WETLAND/STREAM IMPACT y y. SD PIPE FOUNDATION PIPE PROFILE m w I HOUSE ry ti 26 ry ry EXISTING 1"=2' VERT - o .° 40' x 80' 10" SS 1"=20' HORIZONTAL w 0 m FFE=27.22 0 "I mcry �� N ry z�o 48" SD OVER EXIST 10" SS (TC ry INSTALL FOUNDATIONS UNDER SD IN21 u 10" SS TOP=17.4 t 26 211 26 ry. APPROXIMATE EXISTING x z STREAM LOCATION r CJ x 1' MIN COVER e I oz,25 1 z O Q R3 y b` ryryh y. n a 48, SD \ ti ryry W e 1�a 48 SD a 1 ° C4 s zz 1= SD Z W x N rye ry6 I=18.8 � Z c 2 2 I ti "' w/ HEADWALL PIPE CROSS SECTION 48"FE8.p ryyy ry° TOP OF HEADWALL=23.5 I.II W w/ 20'x20'x18" CLASS I ENERGY I C7 DISSIPATOR RIP RAP zw SHOULD BE INSTALLED 23 —ry. N/F r�/� t.y 1' ABOVE PIPE INVERT & I o CHRISTOPHER LAWRENCE BONEY AND vJ 4 O FLUSH w/ BANK SLOPE & I ro SPOUSE SUTTON FOY BONEY �� q U a ryry DB 5943 PG 1032 z'M BOTTOM OF DITCH y PIN#3126-07-69-7821 w p o 10' SIDE ,. �41 ^/ F SETBACK ry "� I ry 0' FRONT SETBACK 1�+� U o w 24 I z N/F ay v O JULIA E H BONEY `° DB 5839 PG 2746 N8W"'04'E 3.92OI' ti0 ,0' 9 PIN# FROM PKN 90.76AC7-69-6805 y IL T 25� z. 0.]B ACRES ry' rye 1"IRON PIPE FOUND O ti6 tip OPEN TOP 88° 30_�zs 2'WIDE HEAD - 80"x105"ELIPTICAL u< - Uccnce#C-3641 =17.0 ° NJ6°38'66^ 23000 ._ NJ6°38'S6 W 181. N/F (FO MERLY PARMELE DRIVE) <. 18f'62'lc(GaNQ DES. JST ILLETTE DRIVE NCGRI DKD. JPN DAVID H.&LOU ISE L.SPRUNT -- 1 DRY TBM NC GRID NAD83/2011 DB126 PG 584 5' V L OAD(60' PUBLIC R/W) 169703.48 GRID PIN#a1 zs-m-ss-aazl DB V2 RG 3 nd DB 894 PG 302) EL 25.36 °A a 5/9/23 SANITARY SEWER MANHOLE SANITARY SEWER T=26.05 MANHOLE R/W w N/F7UN5 HERBERT J AND RONNA ZIMMER `� 3 �n4LLLna` IDS 1138 PG 949 •i PIN#3126-07-69-6517 O O F- 2 SCALE: 1" = 20' Co 0 40 60 m z J J a F UN o n z W Wok U o U) z w W rr 0 0 z o Lu a o 0 N W v O Q h m > co ry" " ry "h "yh ti "0h rn � W T "yb v > W Ui E N CONCRETE MONUMENT FOUND SANITARY SEWER ti ryn ry6 tiry ryn N/F / Z MANHOLE CAPE FEAR COUNTY CLUB 6"ROUND WITH CONE TOP T_21.31 1 16.15 5 8"REPAIR ,�" "� h h DB 526 PG 352 Q ~ 0 PIN#3127-19-61-3905 Ll S88"24'28"E 105.]3' N88"19'35"W 60.00' 10" SS "y L11 z V J /n _ UND 1" IRON 0 LU 0 z 6"ROUND WITH REBAR IRON PIPE FOUND ry0 zi _OPEN T H J o S11°08-56"E 0.74'FROM R5 5 8"REBAR a CONCRETE MONUMENT bK ^ _ I m I 0 U (V 5' REAR SETBACK REMOVE EXISTING PIPE I 1v M 24" PP IN EL. 7.03 n" 2> ry° N 24" P "y " 0' SIDE SETBACK p z r V �.t,00 �:' w 0 I LIGN PATIO & HOUSE 0 w o- ° fi w/ ADJACENT HOUSE Uj 0 0 "9" "k Jryy I Z LU O \\ y6 HOUSE " "y 0 0 N 3 " 40' x 80' " FFE=28.0 ry6 I h 22 ti a "o 48" SO OVER EXIST 10" SS (TC ryy ry" "h 6I PROPOSED WETLAND/STREAM IMPACT INSTALL FOUNDATION UNDER SO " o z zu F U ry D 48" S _3 O � D INSTALLED 48" FIE x SD I y^ STREAMInLATE OCATION EXIS TING NOTE: THIS OPTION WILL ONLY WORK IF 1=1 8 0 I ryhk " D 21 "�k 1 STREAM IS IMPACTED AS SHOWN ON THIS H W w/ 20'x2O'x18" I PLAN. IF STREAM IS NOT IMPACTED THEN CLASS I RIP RAP ED i ". ry6 48" SO w/ RETAINING WALLS WOULD BE REQUIRED TO RIP RAP ED SHALL BE ry" HEADWALL ACHIEVE PROPOSED GRADES. DUE TO THE r z FLUSH w/ BANK SLOPE & ry6 ti° 1=18.8 CLOSE PR N NGITY OL HOEUSE TO WOULD BE rl W BOTTOM OF DITCH THE C7 "hy zz UNDER THE HOUSE FOUNDATIONS. GARAGE ! H a 47' x 27' d N FFE=26.0 ry: 0 q z M "" es I N/F �+ 2 m — 9 CHRISTOPHER LAWRENCE BONEY AND O (q O o " SPOUSE SUTTON FOY BONEY U 'z a a 25 a'h DB 5943 PG 1032 W "hry PIN#3126-07-69-7821 z 10' SIDE by O SETBACK -'1 0'"'' I 6 " 0' FRONT SETBACK H ry I H N/F JULIA E H BONEY ry IDS 5839 PG 2746 489°10'04"E 5.92'� p FROM PKN IL TO IRF I ti6 ,p PIN#0.76 AC 7-69-6805 25\ 9 0.76 ACRES ti6 ryb I 1"IRON PIPE FOUND y ry6 ry OPEN TOP p /W N88° '31" 6 —— 15_�zs _ Licence#G3641 2 WIDE HEAD 10 23000 80"005""ELIPTICAL DES JST ° 676^ CKD. JPN .. N78°38'55'yy8j181.63'(GRID DR". 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