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HomeMy WebLinkAboutSUB201700117 Other 2022-03-04 (2)� ��� �`�����`' ,Y�';v/ IIII '�� � ,�.,,�� �",.��,FA ,�1, � ` •,��� . ♦ ,� ,�,� �`\ � _ • i� • 1. �� ' IME/0 Mill FA J Dj� , I / � III ��I .;�� / . _ �:��•� "h`�i ! , ma, / �� pqp���•��_--'�► _ i�" lye• � ' •`��m ;; , •�� / �� —=�—��w— /% �.� tee• � IA/ � ', � ii� � 11 �� O /� erg• � . 1, b" � _ t:,,, •°i�;y�y�''��� � I� I�� i � �\..� `��I� ���°��� Gam , '`�/��`-``� I � aide � � � •;���_'���• � �. -��Sly x V� _ ' x e i _•• `. l / _ '".t 7 — . _. •___ _. • �/ / �� \\xxxxxxxxxxxxxxxxx x�\� . lvfAc\ 1•°_ I ) \ �Y k tX ` WATERS OF THE U.S.(R3)/ I I— x x x x x x x x x x x x x \ I x Shx x x x x x x x x x x \ - \ 1 (TEMPORARY) �f I— \ .xxxxx xxxxx xxxxxxxxx'xxxxxxx . W \ 83-LF (567-SF) ��—."- \ x x x x x x \ x x x x x x x x x x • W WATERS OF THE U.S. (R3) _ \� L\ \ \ �� r`, x x x x x x x x x x x x x x x x x x I 1 xxxxxxxxxxxxxxxxx \ I I r x LL- x x x x x x x x x x x x x x x x � � (PERMANENT), �` \\\� � ✓ �\ nY h� \ I x x x x x x x x x x x x x x x x x x x x x x x x x °� x u x u x u z u u x x u u z x u x x z x x x x z — • t Y \ ` x x x x xxx x x x xm x x — 0.01-AC (336-SF) ° xx x x xxxxx x xxxx 'xxx xxx x x x x x PEM WETLAND x x x x x x x � x x x x xxx1x x xxxxxx xxx v \ 1 xxxxx f x x x x x x x x x x. (PERMANENT) �— xxxx xX.-.-xx xxxxx & IMPACT #a -� / i� J xY. I II I® REVISIONS: xxxx xxxxxxxx _ xxx — _ . x x x x x x x x xx`x xxxxx xxxxxxxxxxx x 0.1-AC(4,128-SF xxxxx °� \\ / I xxx 21-LF(158-SF) x DATE COMMENTS xxxxxxxxxxx xxx PFO WETLAND xxx x x x x x x x x x x x x u x \ x x \ xxx WATERS OF THE U.S. (R4) ��\\\ 9 6 AMS \ x x (PERMANENT) \ (PERMANENT) °�•��� \� )If] \ M i I I 1 I l "xxx" II I 0 7 1 AMS x xxx x x xxx x x xxxxxxxxxxxx x x xxxx xxxwxxxx ( ) '\ �_ \ I xxxx i— x x x x xxxx x x x x 0.01-AC 503-SF \� m \ I I / xxx I 1/21/ 6AM5 . x x x x x x x x x x x PFO WETLAND x I I I xxxxxx ) ..xxxx xxxxxxxxxxxxxxxxx x / x x x x x x x x x x x x 30/1 AMS \ / \xxxxxxxxx (PERMANENT) & \ / \� \\\ . / I I \I 1 x x I 2/20/1 AMS 1 \ x x xxxxxx%xxxxx 0.003-AC(143-SF) NOTES: PEM WETLAND '� \ \\\�\� \ / I I \ \ I / % I 11/20/ 7 AMS 1. THE WETLAND DELINEATION WAS CONDUCTED BY TNT \ / (PERMANENT) n \ \\\•, �\ - /� I III / /� 1 14 2 SSS ENVIRONMENTAL, INC. (TNT) IN APRIL AND MARCH 2O15. THE \ \ ��/ 1 WETLAND FLAGS WERE SURVEYED BY ROUDABUSH, GALE & ASSOCIATES, INC. EXISTING CONDITION, TOPOGRAPHY, AND 1 \ PROPOSED DEVELOPMENT PLANS WERE PROVIDED BY COLLINS \ \\ ` r / \\ \�• \ ` / / l Jill I I (// (` \ \ y y SHEET ENGINEERING. p 2. THE WETLAND AND OTHER WATERS OF THE U.S. BOUNDARIES =- \ _ I l / \\\� \•�� \\ \ / // II IIII \� OF 4 DEPICTED HEREON HAVE BEEN CONFIRMED DURING A JURISDICTIONAL DETERMINATION WITH THE U.S. ARMY CORPS OF ENGINEERS (USACE) DATED DECEMBER 8, 2015 (NAO-2015-02084). \ _� \ \ I \ \ \�� �`K' x �\ �= _ �� / m m SCALE: 1" - 100' 3. THE WETLANDS LOCATED WITHIN THE EXISTING SANTIARY \, ` _ \ m SEWER EASEMENT WERE FIELD DELINEATED AT THE REQUEST OF SCALE (IN FEET) I II \ \\ \\� J_ ^' PROJECT DATE: THE USACE DURING A SITE VISIT ON JUNE 16, 2015. �� ` ��� �� s _r�R 4. THE WATER PROTECTION BUFFERS SHOWN ARE PRELIMINARY 50 100 \ ) I I �= _ \� �\ — - 716116 1 AND SHOULD ONLY BE USED FOR PLANNING PURPOSES UNTIL \ �\ ��� �� - _ DRAFT: CHECK: APPROVED BY THE COUNTY. ^ �/ \ ��_-- SS AM \ �=— S. THE PROPOSED TRAIL DEPICTED HEREON IS TO BEAN EARTHEN 100 0 TRAIL. NO CLEARING OR GRADING IS PROPOSED EXCEPT WHAT IS I _ \ - \ / ��_a J �� \ FILE NUMBER: NECESSARY FOR STREAM CROSSINGS. 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I� �i'u►'�..0 1'��� jjII .%.v�..��',I��j Ali "J�/J,, '■s�' I �<°i/`�I,����I/`lri���le����, •.�'I I I �1'1..�I� �� ■�Q�i.�, ��a•�1II1�I(-.I,iI�,I�� �r�.l���_��-� ��/��,;�-�i`f�>�. ! L��.`�00.RZ avrlVA �Q•��<O �p. ��/0i{i��!if =. � -, 11yyN�11 % uI►�le �� ►''-�a �. ,!� �`_��-- _ , r--1 p��/ =��i�= �I ail► ���-�■�/! 1 ���� ! ■ ���, ��`..�-��=� �� �, , .�� �,� to IIQ�I � -��s�, I �j �IIIf, l � �'.� � g p��■ •�'" p�� � ` � \ 0��� `�� ��_ I•' I ( ,V I�/� . OI� `p, , // l���r i? I �; l i/�'` R,w�eJ .I „6s*•'/ ��`1��\\ �.y- �— IVY. �\ Elm •AO RION �1`�/ ` ����Of • ,%,�/j ��� I "me���i��.a�mcr■�gr -. ��\ \, � ,,J��� - i $�f �•.d / •. �1 � .I � r��i� � � Ali •�•�� :"•� \\ ��� i� �� FIA � �/'fl� �i/ �•, y'� �e �a �I9�" / �6 � -^. r ►��`,Iiti/� e !� `li !L`�,/� ' \ �, 'J, �'••221 ?► -�as` t•��/�'. FAA �!i `-� ���r / / �� �� , • .. I�III 3333'''" — l� �.� '� fir, I Az"-••" .11S76— e NN FA mg �, ! �\ OYo �` A�� �tn ,/, illy to, ? IL-jIli 04, ' ' . . ♦ .. d� ' i�► ..... .. . a� .� fib/ I' ►u" I�V���� !• �� �i���//'��%// III 1 w �r VA �r/•%rw �YIAZEN '111111 �I PROJECT DATE. • 1 '/�IOI ' • ■ •716116 DRAFT. CHECK: 5i FILE NUMBER: LEGEND SURVEYED PERENNIAL STREAM CHANNEL (113) ® SURVEYED INTERMITTENT STREAM CHANNEL (R4) SURVEYED EPHEMERAL STREAM CHANNEL (RE) W W SURVEYED PALUSTRINE EMERGENT (PEM) WETLAND x x x SURVEYED PALUSTRINE FORESTED (PFO) WETLAND x x x PERMANENT IMPACT AREA TEMPORARY IMPACT AREA [ _ ] PROJECT SITE BOUNDARY [ _ ] 100' WATER PROTECTION BUFFER LIMITS OF CLEARING NOTES: 1. THE WETLAND DELINEATION WAS CONDUCTED BY TNT ENVIRONMENTAL, INC. (TNT) IN APRIL AND MARCH 2O15. THE WETLAND FLAGS WERE SURVEYED BY ROUDABUSH, GALE & ASSOCIATES, INC. EXISTING CONDITION, TOPOGRAPHY, AND PROPOSED DEVELOPMENT PLANS WERE PROVIDED BY COLLINS ENGINEERING. 2. THE WETLAND AND OTHER WATERS OF THE U.S. BOUNDARIES DEPICTED HEREON HAVE BEEN CONFIRMED DURING A JURISDICTIONAL DETERMINATION WITH THE U.S. ARMY CORPS OF ENGINEERS (USACE) DATED DECEMBER 8, 2015 (NAO-2015-02084). 3. THE WETLANDS LOCATED WITHIN THE EXISTING SANTIARY SEWER EASEMENT WERE FIELD DELINEATED AT THE REQUEST OF THE USACE DURING A SITE VISIT ON JUNE 16, 2015. 4. THE WATER PROTECTION BUFFERS SHOWN ARE PRELIMINARY AND SHOULD ONLY BE USED FOR PLANNING PURPOSES UNTIL APPROVED BY THE COUNTY. 5. THE PROPOSED TRAIL DEPICTED HEREON IS TO BE AN EARTHEN TRAIL. NO CLEARING OR GRADING IS PROPOSED EXCEPT WHAT IS NECESSARY FOR STREAM CROSSINGS. SUMMARY OF WATERS OF THE U.S. AND WETLAND IMPACTS Permanent Impacts Temporary Impacts Impact ri Impact Type Impact Description Source Of Fill Material Average Stream Drainage Area Flow (cfs) (Sq. Mi.) R3 (LF) R3 (SF) R4 (LF) R4 (SF) RE (LF) RE (SF) PEM (SF) PEM (AC) PFO (SF) PFO (AC) R3 (LF) R3 (SF) R4 (LF) R4 (SF) F, S, PE, NT, R3, PFO, Replacement of culvert and associated Onsite, VDOT-approved fill 1 PEM, V, NV riprap aprons material will be used wherever -1 cfs 0.0687 83 567 - - - - 336 0.01 4,128 0.095 - - - - practicable Placement of fill for commercial Onsite, VDOT-approved fill 2 F, PE, NT, R4, RE, NV development and roadway material will be used wherever <1 cfs 0.0356 - - 410 2,059 577 3,669 - - - - practicable Placement of culvert and associated Onsite, VDOT-approved fill 3 F, S, PE, NT, R3, NV material will be used wherever -1 cfs 0.025 280 2,030 riprap aprons practicable Replacement of culvert and associated Onsite, VDOT-approved fill 4 F, S, PE, NT, R4, NV material will be used wherever <1 cfs 0.025 - - 21 158 143 0.003 503 0.012 riprap aprons practicable Onsite, VDOT-approved fill 5 F, PE, NT, R4, PFO, NV, Placement of fill for commercial material will be used wherever <1 cfs 0.015 - - 100 630 - - - - - - - - - - V development practicable Phase I Impacts 363 2,597 531 2,847 577 3,669 479 0.01 4,631 0.11 Replacement of culvert and associated Onsite, VDOT-approved fill 6 F, S, PE, NT, R3, NV material will be used wherever -1 cfs 1.07 135 2,336 - - - - - - - - riprap aprons practicable Grading associated with placement of Onsite, VDOT-approved fill 7 F, PE, NT, R4, NV material will be used wherever <1 cfs 0.02 - - 5 13 riprap apron practicable 7A T, NT, R3, NV Construction of span crossing N/A -1 cfs 0.02 - _ 14 206 associated with pedestrian trail Grading associated with construction of Onsite, VDOT-approved fill 8 F, PE, NT, R4, NV commercial space and courtyard material will be used wherever <1 cfs 0.069 68 405 practicable 8A T, NT, R3, NV Construction of span crossing N/A -1 cfs 0.069 26 407 associated with pedestrian trail Construction of span crossing Onsite, VDOT-approved fill 88 F, PE, PFO, V material will be used wherever - - - - - - - - - - 60 0.001 - - - - associated with pedestrian trail practicable Onsite, VDOT-approved fill 9 F, S, PE, NT, R4, NV Placement rip rap outfall material will be used wherever <1 cfs 0.085 - - - - 2 13 - - practicable 9A T, NT, R3, NV Construction of span crossing N/A -1 cfs 0.085 - - - - - - - - - - 6 52 - - associated with pedestrian trail 9B T, NT, R3, NV Construction of span crossing WA -1 cfs 0.085 - - - - - - - - - - 10 29 - - associated with pedestrian trail 9c T, NT, R3, NV Construction of span crossing N/A -1 cfs 0.085 10 135 associated with pedestrian trail 9D T, NT, R3, NV Construction of span crossing N/A -1 cfs 0.085 - - - - - - - - - - 10 38 - - associated with pedestrian trail Placement of culvert and associated Onsite, VDOT-approved fill 10 F, S, PE, NT, R3, NV material will be used wherever -1 cfs 0.55 24 190 - riprap aprons practicable 11 T, NT, R4, NV Construction of span crossing N/A <1 cfs 0.55 - - - - - - - - - - - - 6 42 associated with pedestrian trail 11A T, NT, R4, NV Construction of span crossing N/A <1 cfs 0.55 - - - _ _ _ _ _ _ _ _ _ 12 92 associated with pedestrian trail Grading associated with placement of Onsite, VDOT-approved fill 12 F, PE, NT, PEM, V span and abutments material will be used wherever - - - - - _ _ _ 1,812 0.04 - - practicable F, S, PE, NT, R3, PEM, Placement of culvert and associated Onsite, VDOT-approved fill 13 NV V riprap aprons. Grading associated with material will be used wherever -1 cfs 0.18 145 1,229 2,501 0.06 residential development practicable F, S, PE, NT, R3, PFO, Placement of culvert and associated Onsite, VDOT-approved fill 14 NV, V riprap aprons material will be used wherever -1 cfs 0.11 146 1,513 - - 2,021 0.046 practicable 14A T, NT, R4, NV Construction of span crossing WA <1 cfs 0.11 _ _ _ _ _ - _ - _ _ _ _ 14 64 associated with pedestrian trail Phase ll Impacts 450 5,268 73 418 2.0 13 4,313 0.10 2,081 0.05 76 867 32 198 Grand Total 813 7,865 604 3,265 579 3,682 4,792 0.11 6,712 0.15 76 867 32 198 F Fill; EX' Excavation; S- Structure; PE -Permanent; SEC ;Secondary Permanent, T- Temporary;NT- No`tidal,• RE: Ephemeral; R4- Intermittent; R3- Perennial; V-Vegetated; NV -Non -vegetated; PFO- Polustrine Forested;PEM - Palustrine Emergent o � U Z J zzO W O ZLjLj aj Z W 70 L � z Cll C>3 L O O O L0Cy') U � N CDc .0 `� C 0 0 LO LO z � U 0- LjLj GW C5 01 MW _ �z 0LU 0 O J co m Q MI W110 44 Is N USA �:����,�.��. ����� �- �,� � 1 ♦ ��,:INGNA NX 1.2 ' ♦ .wii��.�, (�� �lw - . F01 z r��i�►�,0� , `�``r�(�j +��YI 11 (�► .r71 '..,. ��i�ll����.�. �:�.L� IA���1��J�►�� '• ��i � .. � . � , VA RAW il/1 i� ��a!' .��ilZ' � taw .�! ►�_ I� _ �� � 9 I I P. SCALE (IN FEET) 50 100 100 0 DATE COMMENTS AMS AMS AMS AMS SHEET OF 4 SCALE: 1" = 100' 716116 DRAFT: CHECK: SSS AMS FILE NUMBER: 330 o U LEGEND z SURVEYED PERENNIAL STREAM CHANNEL (R3) J �� F— CD ® Lu SURVEYED INTERMITTENT STREAM CHANNEL (114) CU Z O SURVEYED EPHEMERAL STREAM CHANNEL (RE) (j > Lu Z F- W W SURVEYED PALUSTRINE EMERGENT (PEM) WETLAND 70 F- ca "x"x"x SURVEYED PALUSTRINE FORESTED (PFO) WETLAND p O o co PERMANENT IMPACT AREA U p C\1 CN TEMPORARY IMPACT AREA > co p M C I ] PROJECT SITE BOUNDARY m " 2 �0-W C •_• ] 100' WATER PROTECTION BUFFER I / L J PROPOSED LIMITS OF CLEARING �.. \ %// / // // : ' I II •xx \ �\ / �m m 7 p1 ■ ��� • _ I 1 ►' �� �l CIO , w �� ♦ 1 ORI /�►�'� �l e / ', fir' � _ l .I��1�/h1'1111 � •� � � �� � .�:�: `� 1'��,,i 1a �`��� • / ,/ 1 ; !� �1/i%I'�`o`� i,�. ,� ��� • lr��� ����I1I'�11� �����-'�iv�_ 1 �' II �i I����;Iri����� �•�� ' •�1 .�ihwn'Xayl � e4 :.....\\ �p ��, �-��_ lWN CL (� L -i ~ � U � Q NOTES: a\ I I 1 l 1. THE WETLAND DELINEATION WAS CONDUCTED BY TNT III I I� IIIII \ \ �\\ \ 6 \\ \\\� 1 \ / ENVIRONMENTAL, INC. (TNT) IN APRIL AND MARCH 2015. THE z IMPACT#3 �, III I IIIIII �� �\ \ s \\ \ �\ \\\ / WETLAND FLAGS WERE SURVEYED BY ROUDABUSH, GALE & Q l � / 280-LF 2 030-SF � ... I; II II l \ \ ( ) \ / n j%'6Y'lljjlj I. \ \ \. \\\A \ ASSOCIATES, INC. EXISTING CONDITION, TOPOGRAPHY, AND J W WATERS OF THE U.S. (R3) I /l y IILI III' �\ PROPOSED DEVELOPMENT PLANS WERE PROVIDED BY COLLINS �— ���/ (PERMANENT) lI l ill jll \ \ \\ \ \\ \ \ \� I ENGINEERING. I— J\��///\\\\\\\ \\ \ \ \ \ 2. THE WETLAND AND OTHER WATERS OF THE U.S. BOUNDARIES \� \\ DEPICTED HEREON HAVE BEEN CONFIRMED DURING A \\\\ 7 �\\\� \ 4 e I\ \ \\ \\ \� JURISDICTIONAL DETERMINATION WITH THE U.S. ARMY CORPS OF O / / J \ \\\\\\ xx \� \ l ENGINEERS (USACE) DATED DECEMBER 8, 2015 (NAO-2015-02084). \\\\ \ xXx \ \ \ I D D� 3. THE WETLANDS LOCATED WITHIN THE EXISTING SANTIARY ���771 \ \\ s x 1 \ SEWER EASEMENT WERE FIELD DELINEATED AT THE REQUEST OF THE USACEDURING ASITE VISIT ONJUNEI6 2015. REVISIONS.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 4. THE WATER PROTECTION BUFFERS SHOWN ARE PRELIMINARY // //� I / 1 ♦ ��\�\ \ ��\\�\ \ \ \\\ 1 \ ` �z�z AND SHOULD ONLY BE USED FOR PLANNING PURPOSES UNTIL DATE COMMENTS 9 7 16 —7 AMS APPROVED BY THE COUNTY. 5. THE PROPOSED TRAIL DEPICTED HEREON IS TO BE AN EARTHEN 0/7/1 AMS TRAIL. NO CLEARING OR GRADING IS PROPOSED EXCEPT WHAT IS 1/21/ 6 AMS AAA 1 ' NECESSARY FOR STREAM CROSSINGS. /30/1 AMS V / — \ \ \ \ \\ \\ �\�\\ \ \\ \ \` \ 2/20/1 AMS 11 20 7 AMS ........................................... SHEET44 q THE U.S. (113)i �\ OF 4 TEMPORARY) \ ! I ... ... .... \\\\\\ \\� I j SCALE: I" /oo' /MATCHLINE SHEET 4 / / // / \ \ \ \ . I \I MATCHLINE SHEET 4 MAT \:. uo ® SCALE (IN FEET) _ ® PROJECT DATE• MATCHLINE SHEET 1 / s \ MATCHLINE SHEET 1, MAT .'� �� I 2MFp 3 � �e 1\\ 1 �` \ \\'� �/ 50 100 DRAFT., CHECK: I 11 / / 1/ /� /♦� ,: t` s•Y:.. /�F\ \ \ D D I � WATERS OFTHEU.S. (RE) I \ Vm m/ SSS AMS (PERMANENT) �L _ �\ �� I \� z z� 100 0 FILE NUMBER: 33o