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HomeMy WebLinkAbout20220652 Ver 2_More Info Received_20221017CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. <mailto:report.spam@nc.gov> Doug, See the attached Cramer Estates civil plans and culvert details. Thank you, Jennifer L Robertson, President ATLAS Environmental, Inc. 338 S. Sharon Amity Road #411 Charlotte, NC 28211 (704) 512-1206 <tel:%28704%29%20512-1206> office (828) 712-9205 <tel:%28704%29%20512-1206> mobile www.atlasenvi.com <https://urldefense.com/v3/__http://www.atlasenvi.com/__;!!HYmSToo!c0l-58dA87_Kje3STz_xbHq5NXOUWswQcRDfbArS8u7ReD5DdG_BirE4_OVi6KWsUwDp54LA0uBkhjuS-yTD3Pnjt8E$> Offices in Asheville and Charlotte From: Vince Keene <vincek@y-wh.com> Sent: Monday, October 17, 2022 12:05 PM To: Jennifer Robertson <jrobertson@atlasenvi.com>; Bill Davis <billd@y-wh.com> Cc: tommy.leppert@pcdllc.net; Steve Bailey <steve@pcdllc.net> Subject: RE: Cramer Estates (DWR #22-0652 V2) Jennifer, See attached. This work ok? Thanks, Vincent G. Keene, P.E. President Yarbrough-Williams & Houle, Inc. 730 Windsor Oak Court (28273) Charlotte, North Carolina Mail to: P.O. Box 1198 Pineville, NC (28134) Mob (704) 685-0071 Phone (704)556-1990 Fax (704)556-0505 From: Jennifer Robertson <jrobertson@atlasenvi.com <mailto:jrobertson@atlasenvi.com> > Sent: Monday, October 17, 2022 11:56 AM To: Vince Keene <vincek@y-wh.com <mailto:vincek@y-wh.com> > Cc: tommy.leppert@pcdllc.net <mailto:tommy.leppert@pcdllc.net> ; Steve Bailey <steve@pcdllc.net <mailto:steve@pcdllc.net> > Subject: FW: Cramer Estates (DWR #22-0652 V2) Vince, DWR is close to issuing the 401 for Cramer Estates Phase 2. I need details for the stream crossing culvert. Attached is the site plan and impact map we submitted with the permit application. Doug’s last day with DWR is this coming Friday so I would like to get this information to him as soon as possible as there is no replacement for him at this time. Thanks! Thank you, Jennifer L Robertson, President ATLAS Environmental, Inc. 338 S. Sharon Amity Road #411 Charlotte, NC 28211 (704) 512-1206 <tel:%28704%29%20512-1206> office (828) 712-9205 <tel:%28704%29%20512-1206> mobile www.atlasenvi.com <https://urldefense.com/v3/__http://www.atlasenvi.com/__;!!HYmSToo!c0l-58dA87_Kje3STz_xbHq5NXOUWswQcRDfbArS8u7ReD5DdG_BirE4_OVi6KWsUwDp54LA0uBkhjuS-yTD3Pnjt8E$> Offices in Asheville and Charlotte From: Perez, Douglas J <doug.perez@ncdenr.gov <mailto:doug.perez@ncdenr.gov> > Sent: Monday, October 17, 2022 11:20 AM To: Jennifer Robertson <jrobertson@atlasenvi.com <mailto:jrobertson@atlasenvi.com> > Cc: Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) <Krystynka.B.Stygar@usace.army.mil <mailto:Krystynka.B.Stygar@usace.army.mil> > Subject: Cramer Estates (DWR #22-0652 V2) Hey Jennifer, Do you have the culvert details for this one? I didn’t see that included in the application. Thanks, Doug Doug Perez – Environmental Specialist NC Dept. of Environmental Quality (NCDEQ) Division of Water Resources - Water Quality Regional Operations 610 East Center Ave., Suite 301, Mooresville, NC 28115 Phone: (704) 235-2162 Fax: (704) 663-6040 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. LEGEND CB - CATCH BASIN ALL STORM PIPES CARRYING ONLY OFF RIGHT OF WAY DCB - DOUBLE CATCH BASIN SHALL BE PRIVATE AND WILL BE MAINTAINED BY THE DI - DROP INLET HOA. DDI - DOUBLE DROP INLET MH - MANHOLE HEADWALLS 1, 2 AND 3 TO BE POURED IN PLACE WITH FES - FLARED END SECTION CONCRETE PAD PER CITY OF GASTONIA STANDARD DETAIL 71C-12 INV - INVERT SEE DETAIL SHEET 4 GRAPHIC SCALE TC- TOP OF CURB 40 0 20 40 so SDE- STORM DRAINAGE EASEMENT ORANGE TREE PROTECTION FENCING(TYP.) S. W. E. 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DEPTH // v v v v I Q TYPE 1 71 C-24 1 1 i_ - - _ _ - - 3�! • I - \ \ �? yp �' \ /// I M Co CV o �o Z ®•� A»�� �� 6q o Co a �� � o �b qI. �. `O Co�Lo o O ® �z M U a) o I } m lz LU N N LU H so O _ Z ° IL O II N N I� N w (_0 m z 3 Y m o w 0 > J J r H r *k VW W Z a Z H0 Q QZW ouj aU0 W CD �o� W H< Q ~QO Qoa Z Sao WZWV OLU noo I- W ULU L,L W J O W _ ~ cn � 0 a Npa Ii ~O V U LL DRAWING NO. 1079 SHT 4 OF 35 SHTS i 0 30. o/ �� vvv vvvvvvvvvvvvvvv / / �F,P/ � e'• /pG`� e o \RFgR \ "/ \ao• \ a cy� 'vvv vvvvvvvvvvvvvv'.' / / yo/ �o�� IN,vv?vvv> 1T �♦ �" ;t y2 vvvvvvvv'.• ♦/ / VXOI♦ �'�o� \ �.• : �° �`°`'�/ OSo / � / / \ \ •. vvvv vvvvv // ♦♦ / � v •. // / / / i ♦ \+ �c�o \3O pF / \ ` a J vvv v v / / ♦♦ /'� 9 v vvv v v // / GOJypc�o/ ,?� t/ /. /ro \° °/ / / \ y a vvv . / ♦ / /0 ��pR/ �o� / / vel 777 /SIGN &/ O/ ♦ _SSE \\\ / / �° / / / \ v v v / / LANDSCAPE --- 0 \ EASEMENT v �i v v` 8 / / � /' ♦ Pei/ cy0 gYT :. \ \ • TSFjg �oF� / � / �/ \o \ �\ v •. .� v v •. \ / f • / / / // /// ♦61 o, \\\ ` . 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NOW OR FORMERLY / KELCHNER JANET WINSLOW KELCHNER THOMAS ALLEN DEED:43146-0052 PIN #3564912044 PB:013-071 I I / PIN 3564718067 NOW OR FORMERLY / / \ ♦ • /R ^ \ PB#073-031 / VMEBNE LING A/ / \ T o \ �` gygyp \ 4o DEED:4510-0807 a PIN #3564719013 / 5 7 PB:073-031 / / qRy\ • , \ \ o / �i�\ ✓j 1 ��o. NOW OR FORMERLY / �/ / / .)p• • '• C \ \ / / f► / / MATHIS, ROGER E MATHIS BRANDY S DEED:4454-0811 / q ++ ♦ \ o o �� iu C PIN #3564719050/ / PB:073-031 / NOW OR FORMERLY J• - - - - - - - - - ` / 18 \ / / HUSBAND G DEON CAROM !am No 200 THIS PLAN IS A FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION UNLESS INITIALLED/DATED AS APPROVED: APPROVED: G(n-vK / 2/2I/22 INITIALS DATE U + W � LU W � W O OW P IN S A Z-161U oo -" o VI ST 6 8 .0 0) o 0 11 M /100000 + K = 5. 3 U 0 N 277.00 N - _ - 0- / _ - \ \ oo W W \ O_ \ to p // / XY_C1// 'I V 011 99. 0 \ \ \ II 00 \ \ L0 + 1PROPOSED 5P / 00 \ o + o a / 1 I o °e i � a ' / IV 26.00LF 15"HDPE Sq � 00. moo- I ®1.00% ICI I �20 \ 'yP m CB 18 / INV OUT:693.00 CB 19 o / I I \\ s INV OUTS 8.74 9 60 26.00LF 15"HDPE\9 \® 1.00% \� S \ RO 0 ED GRAD CB 20\ \\ \• w o o o / I INV OUT: 688.60 CB 21 INV IN: 688.34\ \\\s \� a N � � / I 1 I INV OUT:688.14 // 1 I / / I V I (MH 6): 685.20 / I INkININ V UT: 685. 0 INV IN:684. 1 / 6 INV OUT 68 .15 4, IN IN: 68 .00 CB 22 \��� \\ \\ I I j //F $ INV IN:679.57 I INV OUT:679.37 ��r \ I I I m I \ 60 o \�� r \ �� 1 // / // JG 0 1 `26.00LF 15"HDPE i 35 '3D S 9\ \p 3.88% I I @ ;� - / / INV11N: (18")67 .09 CB 23 -' / / IN OUT:( 4") 73. 9 4' INV IN:674.85 INV OUT: 67465 1 / VE TIC ALL CB 15 \ / INV IN: 0 5")673.64 \ INV IN: (24")672.89 INV OUT: (30")667.49 \ // , „ \ 85.00 -90 HEL-COR PRO IN IN(MH ): 70.4 \ , 12 GAGE GALVANIZED CALCULATED INV OUT: 669.94 \ \ -- - STEEL PIPE ® 4.55%F- \ 5"X 1" CORRUGATIONS BURY 1.0' WITH 1' SILL AT BOTH ENDS 40 I I I 1 0 I 120 I 140 I I I 180 1 inch = 0 ft. 160 720 710 700 ••• N 670 m s ZS z o �' �D w Q' 9 w a � o O z Z � a II N N \ cD o o m Y o 'm o YY (� � U J J Q � r Z W W LLI 22 0 V a HJ ZLu in L o~ U '1 V 'a � v+O as W LI)CL Sao 0 WoW I..L p U) W Ill u) w CD LIJ W W w LL Oa tea/ � � C w w C.� Z5 ° DRAWING NO. 1079 SHT 15 B OF 35 SHTS