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20200941 Ver 2_8_Environmental Impacts 9.28.20-compressed_20210120
1 2 3 4 5 I LHEET 16- rvPo-�e=< ae no F — — SHEET 2-- 4ET --- A �r���� L LHEEi 3 J �� �F��o .v.�y •?7 �0 c r \ 1 SHEES 6 � I ; �, rLF, (IF1 «" oaaEo'Y ; y \� SEET J H . - SHE i 12 .�,ee/ - - - yo • I I � 'ee/ ,am,.., - - - set L- % ` L- I+EETIJ SHEET 15J �> Eo� WE w a�a a = 1 2 3 4 5 1 2 3 5 X 000 a5bd s.�aMoB N �008 Aa ual/ y a0 Ss SS ss SS Css 1A1 E THIS DRAWING 6 AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTYOF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. bi / I / VITY SEWER ( 30 LF TEMPORARY IMPACT PROP pSED 12 GRA — — — — — — — - — — — — — — — — / I I I 11000 PROPOSED 12" GRAVITY SEWER �� \ SS All0 , • o o: o � o ss I. I / _ ••• / oo LEGEND I I \ k k Existing Wetland I \ I Temporary Stream Impact \ I \ Permanent Stream Impact / Temporary Wetland Impact •� .�•• • Permanent Wetland Impact 0 1" 2" ,�• \ �`\ SCALE 1 "=20' —0 50 47 46 ° 46 ( 45 ° rws.T. rwIIIII12-r., 1 inn 1iFn 2+00 70 M Z X LLI U7 • N N In Ui Z > E z to LD OOEOLnLF I +LOZ� Q Q 01 0) � DO H t O » EXISTING GRADE I / 148.65' of 12" DL ctile Iron @ 0.50% GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 45 —0+50 -65 -55 50 2+00 X L OEM ALBEMARLE ,cN1ORTH GAROLIN^ LLI Q z 0 a_ U co LLI 0 Y w Q 0 z 0 U co U1 Y Q 0 w z z 0 m O � O O N U Z H — U 1 0 J z 0 00 v 00) U U 0 I acli 0 O a E — Lij O04 m I Q a � N LIJ : c w oN U rn 0 1 a N zl u1 0 m J_ Lu m LL -1Lu U Ld Z m H CO ~O 1-n< m � Zz U 0 In0-0 co In aQ cc Z o r L iY N P ro w N U ci iL Z rn u--I _ r'i m W O J O 0 d m a aU)N c �a z .e w O z ED U —1 W J W rn i u- O=Q d }Ofw E UOm s Itt a ZFA ell- H Z z U) ~ W 3 J U t� q T o a 00 ZZ o QO NWN O �= ww ma O z z w 2 w Z = QL LLI�a Q� G W LL1Z m m Q LLJ Q N� SHEET NUMBER s I J 1 UTUU UTJU 3 1 TUU 1 U C 1A1 2 3 4 5 \%\ \ 1 I \ 1 1 \ \ ` +� t+�*\ +\ \ \ \ \ I+ +\\ \ \\ \ \ \ 0o � ++ • O I \\\ + + \\ \e \\ \\ \\\ 1 t + + \ \ \ \ \\ • / I+� \ \\ \ \\\ \\\ 1 / ++�\ \ \\\ \ \ \\ 506 SF TEMPORARY / + �+ \ \ \\ IMPACT • _ ++++.++ \ ••1 \ \ \\ / ` � — — \ \ \ \\ \\ \ \ . y \ App�;Ok� qM\ p OF \ \\ \ THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX LEGEND k k Existing Wetland - Temporary Stream Impact Permanent Stream Impact Permanent Wetland Impact G� X L OEM ALBEMARLE -110RTH GAROLINAI LLI Q 0 z O a_ U co U1 0 Y LLI Q 0 z 0 a_ Of U co U1 0 ILIY O Q O w z z oz m � o N I-zo U � � I o � - J Z 00 0— OO UU (If E6 0rn I a_0 U 0 a E bi o04 m Q I a � V) c oN U rn �� a_N zwI Lu } m J W J m 0 LL Lu U � z U m H co0 Lu z m Z 0 Lu N aw 20 w Z rn LLILu = o J � O ,di .0 aU)N c �a z .e w O z C) Q W W J i LL o=Q 41 }rrw E UOm s Itt a ZFA Lu H Z z U) ~ W 3 J U t� q o a 00 ZZ o QO W E N o � N ww ma LLI O zz w 2 w Z19 = Q L LLId Q G W LLIZ m m Q LLJ Q t/� r SHEET NUMBER l 2 1 2 3 0 SCALE 1"=20' 1 0 5 U C THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. \ \ \ \\ \ \ \ \\ \ \ '• �`\ \ \ \ \� 7 \ \ \\\ \ \ \ 0+ •\\ of ,I I \Il \t+ • \ \ I \\+++� \I \\ \ \ \ \\ \ \\ • \ ♦ \ \\ ++ \\I \\ \\ \ \ \ \ \\ \ \ \ J +\ \ \\ \\ \ 177 SF TEMPORARY IMPACT \ I + \ • \ \ 1 I \ I \ I • I\ Mark Hall \ I \ I \\ \ I I I \\ Deed Book 1399, Book 670 \ I I Gus Schad Deed Book 834, Page 491 00 \\ \I I 1\ I \I \ Mark Hall Deed Book 1399, Book 670 NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX LEGEND k k Existing Wetland - Temporary Stream Impact - Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact Gus Schad Deed Book 834, Pag 0 1" 2" SCALE 1"=20' X L OEM ALBEMARLE ,cN1ORTH GAROLIN^ LU Q 0 z p a U co LU 0 Y LU Q 0 z O a U co U1 Y Q O w z z ° m O O O N U z H U I rn � J z U — v Oo pU 0 rn 1 a� U 0 a E Lij O04 Q Im a �V):� Iii oN U rn 0 1 d N zwI u1 } m r- J W m LL LU � —1LU U UJ z m H coO coz L U)LLI m � z p LU ci U- Z m LLI r NLu O J OfO1 , L Z C Q U) 00 00 N Q z •_ LU z O U Q W J W i LL o=Q 41 }Ofw E UOm s Itt a ZFA LU Q H Z z U) ~ W 3 J U v� TC) a 00 z_ LL z �o QO Ni LU N � cY) ma Ow z0 ww 2w z= a>LLI �Of 0- °_`� G W LL1z mP m w a� SHEET NUMBER 3 1 2 3 0 X C 1A1 E > 5 I J 1 2 / \ 10 SF TEMPORARY IMPACT S— — — — — — — — -- --- ------ -- —_ ROPOSED — = 12" GRAVITY _ y SEWER * yPRO x S# % * * * 'may as YL Y. 10L YL .% * YL 'A + + % % * + * ** \ T O� ^O 1:t (2) On (Z) Q O q) -('v Q Q) n THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. 49 48 M. 47 3 30 LF TEMPORARY / IMPACT I n , A I\ I 10,00 OFFSET / 4 to I \ \ \I YJ \ aA II / I 5 256 SF TEMPORARY IMPACTY. IL Y. % \ % % +*%%+%%%*% % +% * + ILY.* % % + 14 % % * % * + % % it YL IL IL YL IL IL IL IL IL IL IL IL IL %%%%*%%% *++% %%"AIL IL*++ %%%t %IL11L %%%%%%%+% *++% %%++%%%*+++ *%%+%+ * %% %* 11L IL Y. % +** * +%%%* *YL % IL it + 14 IL IL IL ***%*%%%%+**+%YL *+ * * % % Q I NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX .S 5U 24 UU 24 5U 25 UU 25 5U 26 UU 26 51 0� nno -too10 Lo 0 Do Co N + Od M I Ln wt Q N Z Z O Lo Ln� _ >>> Oi Un T7 + / I0 M In E z z EXISTING GRADE Iron @ 0.50% 7//7//, 12 7/7 7/, / .06' of 12" Ductile -7 7 7// GRAVITY SEWER STREAM CROSSING PROFILE Li SCALE: 1 "=20'(HORZ.) 1 "=2'(VERT.) .3+50 24+00 24+50 25+00 25+50 26100 26 51 -95 -85 :o -75 a� co LEGEND k k Existing Wetland — Temporary Stream Impact — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact J L OEM ALBEMARLE ,cN1ORTH GAROLIN^ Lu Q z 0 U co Lu 0 Y O N I2 00 0) Lu Q 0 z 0 a U co Lu Y Q O w z z oz m O � O O N U Z H U Lu I rn � - J z 00 O — 00) U U I a0 cli .v' U a E — bi o04 m Q I a � In Iii < LJ oN U rn O1 d N zwl Lu m J_ W J m LL Lu Lu U z U m H CO ~O O Li (� In z -0 m � z U Na w � za 0 0 cn U) a- cn ro LLI N U ci iL Z rn LLI W Of O J O 0 d m a aU)N c �a w ZZ O e ED U Q W J W i LL o=Q 41 }Ofw E UOm s Itt a ZFA 19 U) H Z z U) ~ W 3 J U t�q To a N U 2 1 LL ZZ �o QO N�WON �� ww ma O ZO w 2 w Z = QL LLI�a Q� G W LL1Z m m Q LLI Q N� SHEET NUMBER El 1 I 1 2 3 4 5 + + + + + + + + + + + + +-1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++++++++++++++++++++++++++�+1 + + + + + + + + + + + + + + + + + + + + + + + + + \I i + + + + + + + + + + + + + + + + + + + + + + + + + — — — / + + + + + + + + + + + + + + + + + + + + + + + + + 1\ 1 oo + ++++++++++++++{\{+++++++++++++++++++++++++++++++ + + + + + + + + + i/ •� j / /i + + + + + + + + + -F + + + + + + +\ + + + + + + + + + + + + + + + + ��'' + + ... + + + + + +/\ + + + + + + + + + + ++ + + + + + + + + + + + + ��• ..• + oo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + // + + + + + + + + + + + + + + + + + + + + + + + + + + / /' + + + + + + + + + + + + + + + + + + + + + + + + + + + + — SEWER / + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++++++++ +++++++++++++++ ++ +++++++++ + ++ ++++ ,/ o.o< + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CEP •• 0-c��0 -N•0 + + + + + + + + + ....... + + + + + + + + + + + + + + + + + + + + �p*�,/ �C��0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + QP + + + + + + + + + + + + + + + + + + + + + + + + + + + + P/• + + + + + + + + + + + + + + + + + + + + + + + + + +�— / + + + + + + + + + + + + + + + + + + + + + + + + + + 000 + +. + + + + + + + + + + + + + + + + + + + + + + +/ + + + + *— +/+ *—.. + + + + + + + + + + + + + + / / + + + + + + + + + + + + + + + + + + + + + + + + o/ oo0 le •� oe C oe + 000 ...�.......... ' /// \\ /�/ / 423 SF TEMPORARY 4_ / / // / IMPACT o 00 I + r / ++ / + ++ + / // % I • �'� / 1 / \� 1 I \ 1 \\ I I I/ / I I I I I I I / °e o� o 00 / / %•/tl NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE LEGEND RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND / SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX / Existing Wetland / • / / / / \ / / / / / / / / � �/ / �/ ��// ���/� ��—__�'—_. � \ \ \ � � � � Temporary Stream Impact act I Permanent Stream Impact p Temporary Wetland Impact Permanent Wetland Impact p THIS DRAWING IS AN INSTRUMENT 0 ERWCE AND SHALL REMAIN THE RN OF CHAMBERS ENGINEERING, PA RET G ALL COMMON LAW, STATUTO OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT ERETO. THIS DRAWING S BE REPRODUCED OR ' COPIED IN WHOLE OR PART N ERWISE PROVIDED FO RING. — �.�..��.�.. + + + + / / / / l l / /l / // / // /// /// /��� ------ \\ /�\Jll / // /J j \ •\ AC E 1' 20' 2 3 4 5 2" X L nI OEM ALBEMARLE ,cN1ORTH GAROLIN^ Lu a 0 z 0 a_ U co Lu 0 Y Lu a 0 z 0 a_ U co U1 0 Y N M LO CO I� a 0 w z z 0 M O � 0 O N U z U Lu 0) � -D J z 0 — v OO O 0) UU I a_ 0 U 0 a E bi o m 0 � 'c oN U rn �� a N zwl Lu } m r- J W J M LL Lu U Ld z U m H co 0 0 L z v m z 0 w Q 0 0 CO U) a_ Q cn cc Z o I— IY jz N w Z w :Em W Lu Of O ,L zEi a U) N c ._ Luz z O U Lu d u-LU 0=a }Ofw E Upm s Itt a ZFA oc U) H z_ z U) ~ W 3 J U t� q o a ZZ o QO NW ON �Lo ww ma O zz w 2 w z= aL�a Q` pW m� co Q z w Q t/� SHEET NUMBER 5 1us 1 IN 1VA E 1 + * * * Ix _ II I I \ Y. I I I � I / I1 t APPROX. STREAM / ' J 10 50 11+00 51 511 50 501 2 3 4 IL IL * + *+ + * * + + * x + + + + x + + t t + * t t + x + x / 30 LF TEMPORARY IMPACT PROPOSED 12" GRAVITY SEWER 11 i Gn 11) nn cal g: 11) i Gn / 5 EXISTING STORM DRAIN / — 50 SF TEMPORARY : \ IMPACT \ • NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND / SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX 1Zinn 13 50 15 Do m M D00 O Do C5 O I� r7 0 + l l D F)z0 a >> / U)Fzz N ai rn EXISTING � + r, � GRADE \ 1�0 D m � Z 0 i / I ��o% PVC 4 SOR-55 0 12 OF 12' 13 T0� Psi < 1�0�? GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THIS DRAWIRG INSTRUMENT pA RIGHTS INNCLUDIN CHAMBERS ENGI RI �QyYRGHTRETAINTH THERETO. THIS DRAWING SHALL NOT BE REPROER D CED f�+00 COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. 1 IM ,05 95 13+50 IL IL IL --- t +IL -11L — LEGEND k k Existing Wetland — Temporary Stream Impact — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact 2" �1 �I nl OEM ALBEMARLE NOHTH GAROLIN^ LLI Q 0 z O a U co LLI 0 Y O N I2 GO 0) Lu Q 0 z 0 a U co U1 0 Y N I") � O r Q O w z z 0: m O 0 O N U z H U L I En J z 000 3. 00) U U 1 aO U O a E — b o m I a � V) Iii c oN U rn �� d N zwI Lu J _ W J m LL. L U LLJ z U m H 5 co F- O � 0� z Dv m c� z O aQ w �Q cc Z o r L iY N P ro w N U ci iL Z rn w _ `m r W O J 0 0 z It d m a Q�N c �a wzz O = U Q W J W rn i LL o T- d }Ofw UOm s � a ZFA w � •'��C.$�f' fr � f r #if�fltlall i111k4�1 H Z z U) ~ W 3 J U t� q o a LL ZZ �o QO yW �a ON �(p w mpwz zo 2w Z19 = Q LLLI d Q W m� m Q Z w Q N� SHEET NUMBER I ITJV ILTVV ILTVV IJTVV 5 IL I I 2 3 4 5 529--- ------ �---�/ /// // // /�----��----- /// // / // / // / / // / / / / / / / // /// •/ / // / / // —526-- I — ---_s2 -- — — -- -525 —s27— —�'524--�\ -� 324—, S36 \\ ---� ��� — / / / /' 76 LF TEMPORARY IMPACT, REF. — — — — — — / TEMPORARY DIVERSION INSET. SLOPE _ — — — I \ \ — \ _ — — / MATTING TO BE INSTALLED ALONG STREAM 523 S \ — — — — — — — — i / I / / / / BANKS IN TEMPORARY IMPACT AREAS 5 / II // \\ // THICK COUNTERSUNK RIP RAP ALONG THE STREAMBED. TO BE INSTALLEDv`� �`� FLUSH WITH EXISTING STREAMBED. / / / / / / _19 / �/ \ --- — I / // ' / HW NV-518.25 _----------�- \ �� / I " cVc �I N N / / -� — 525 / / \ \S3 — — — — — — — — �' / / / v / 83 LF PERMANENT / `O / / INV: 519.25 / / / ;j -------526 `— -- \ \\ 2\\-- — I��' l / / /1 / 1 IMPACT _—__-----527 _ \--------------- --- -'S28- \ �\— — — — — — — — — — — — — — — — — TEMPORARY DIVERSION SWALE INSET \ \�__-530 ---- SCALE 1"=40' _529--------------- — �--- 528 — — — — — — — — — — — — — — — — — — ---� 525 I �--- —527---------- � � �----- _ / 524--- i :; � --- 526--— — — — — — — — — — — — — — APRON A-10. 10 LF OF 12" THICK 525 — COUNTERSUNK RIP -RAP ALONG THE STREAMBED. TO BE INSTALLED "..— — — — — — — \ FLUSH WITH EXISTING STREAMBED. \ - 1. HW A-20 � ---- HW A-19 \�— INV:520.15 >23------- �_- INV:518.25 —� M—/1\ / / / INV•519.25 \— — — — — — — APPROX. STR — — — — — — SOX'•• M •�... — - — — — — — — — — HW A-20 I _ INV: 519.15 �_ --- — — 522----- `�` — �/ /�j I / INV:520.15 — — - — - - — _� - - —� - - - PROPOS 2" R \ \ / I / '' / ��� \ // / / c 42 LF TEMPORARY IMPACT. SLOPE MATTING TO BE INSTALLED — — — / �� 2S N r7 h� ALONG STREAM BANKS IN 76 LF TEMPORARY IMPACT, REF. — - 525 42 LF TEMPORARY IMPACT. — — — - _ r — — .: \ \526 / '� �� �� /� �N / / TEMPORARY IMPACT AREAS _ SLOPE MATTING TO BE INSTALLED _ TEMPORARY DIVERSION INSET. SLOPE q —\ — — ALONG STREAM BANKS IN MATTING TO BE INSTALLED ALONG STREAM _ — TEMPORARY IMPACT AREAS — — BANKS IN TEMPORARY IMPACT AREAS .7 — — — — \ _ \ \ / —528— _ — 83 LF PERMANENT 528- — — — IMPACT \ - -529--�-- \ / \\ \ / LEGEND \� I �} / •/ // / / / / // �����i'S°��°`' l 530 \ ;+. \ \ I �— E ' t' W tl d -0 50 54 541 53 531 52 521 M M 7 A THIS DRAWING IS AN INSTRUMENT OF SERVICE A CHAMBERSINCLUDING ENGINEERING, PA RETAINING ALL COMAI P --531— \\ — ` 532- — \ ni nn ni �n 1 inn 1 iC7n jinn 0—�n � I ` �n 0 I � w � II zlnn z_�n 0 1" 2" \ SCALE V =40' \ 4+00 45 A NOT BE REPRODUCED PROPOSED ROADWAY CONCRETE HEADWALL EXISTING STREAM PROFILE 54" RCP STORM FLOW CULVERT INSTALLED AT EXISTING GRADE 54" RCP BASE FLOW CULVERT INSTALLED 1.0' BELOW EXISTING GRADE 1 CROSSING — PROFILE ROADWAY SCALE: STREAM 1 "=40'(HORZ.) 1 "=4'(VERT.) '11W STATUTORY AND O ER RESERVED RIGHTS THE COPYRIGHT THERETO. THIS D COPIED IN WHOLE OR PART, UNLESS OTHERWISE PRRN WRITING. +00 7 © COPYRIGHT 2019 V T.JV I T V V I T.7V LT V V LT.JV .JT V V .JT.JV k xIs Ing _ Temporary Stream Impact Permanent Stream Impact / Temporary Wetland Impact 0 1., 2„ Permanent Wetland Impact /: /// / / / / / / SCALE 1 "=40/ 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10 00 10 50 55 i40 1 54° i35 1 54( i30 1 53.` i25 1 53( i20 1 52.` i15 1 52( 05 4+00 I`vWST.i 11 11 +50 50 / PROPOSED ROADWAY EXISTING GROUND PROFILE 54" RCP STORM FLOW CULVERT INSTALLED 0 AT EXISTING GRADE 54" RCP BASE FLOW 1 CULVERT INSTALLED 1.0' BELOW EXISTING GRADE 0 ROADWAY STREAM CROSSING — CROSS SECTION 1"=40'(HORZ.) 1"=4'(VERT.) SCALE: 51 6+50 /TVV /TJV O-ruu C7TJV Z7TVV Z7T JV 1 VTVV 1 VT JV 1 ITVV i45 i40 i35 i30 i25 i20 i15 10 11 +50 ZEN LBEMLE NORTH CAROLINA w Q p z 0 o_ U U LLI p Y < O O N r2 0 N LLI I � � Q N I p rn V) I— z w 0 U z 0 p � o_ c� w of p U U U z w p Q 0 w V) w of Y Q' N M I.C) CiJ Lu 0 o oz o 0 U z N _ 1 U H o rn o o ao U CS Q E Lij O m p QQi LLJ c � 0 11 w N U n a- 0 z I W 00 J m m p LL J H Q �w w z m H U U p c7 z z 0Lu p .N a � .N d ¢ cn W Yn U LL Z ro rn W C— N V o o •Qi v J O rn s �a ¢U� 0 _ WZz .M O C fn W Q W J i ��O d O=a R >_�w m �z_ a v Z', It rN. Fzz � ~ W J U � oZ w N av U cb LL ZZ �o QO N W O N IL Z0 W Lu J W� O Z 2 � aW <a 0 ma W > m F co Q Z Lu aw SHEET NUMBER 7 1 is Elm 1: I10TA \ II II I \I / 0 �s \ I 2 3 4 5 /-525 \\\� \ \ \\ •• \ \ \ \ \\ \\ \ \\ \ \\ \ \\ \ \ \ \ \ \ 00 \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ v' /�/ \\ \ \ \\• \ \ I \ \ \\ \ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ 30 LF TEMPORARY \ \\ \ \ \\ \ / \ \ IMPACT \ \ \ / 530 \ \ \ \ ♦ I : \ \ \ \ I \\ \\ I \\ \\ \ \ \ \ LEGEND \\ I \ \ --531— — \\ I �� \ I� ` \ \ \ \ \ ` \ \ \ \ \ \ k k Existing Wetland Temporary Stream Impact Permanent Stream Impact Op0 \ \ Temporary Wetland Impact /\ \\ \ Y CRq(r/T \\ \ Permanent Wetland Impact c / / \ a I• / .=.,.. CAM I \ \ ------------- \ \ -------------- I ( \ I \\ II 53( 52! 52( 51! s THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED 51( C RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. I ....... ...................... - 1 \ I \ * t f X t X x f X t t f t t iR IF IL +� x'` xx 1- +� +x fx +� IL +� + \\\ \\ \ LE 1"=2IL 4 5U 25 UU 25 5U 2b UU 2b 5U 2 / U EXISTING / GRADE / i r ' of 12» puctile Iro 0 1.57% � 76.6 STREAM CROSSING PROFILE GRAVITY SEWER SCALE: 1 "=20'(HORZ.) 1 "=2'(VERT.) 4+50 25+00 25+50 26+00 26+50 27+0 i30 i25 520 515 510 2" O1 Al 411 n1 OEM ALBEMARLE ,cN1ORTH 1GAROLIN^ w Q 0 z 0 a U co w 0 Y O N W2 00 6) Lu Q 0 z 0 a U co w 0 Y Q o w Z Z OZ m O D O O N U Z bi U Lu I T J Z o °o OO UU oN 0 0T 1 a .�' U O a E bi o04 m Q aI � N Lu. � c oN U rn 0 1 d N zwl Lu m J_ W m LL Lu -1 U UJ Z m H co O (� Z v m Z U LLI V) 0 0 CO a_ Q ITn Q Q Z. o r � .N ro W N U ci L Z rn w� _ Luo J O 0 d .0 QU)N = �a w ZZ O e U Q W J W i u- o=Q d �0�w E UOm s a ZFA � N H Z Z 07 ~ W 3 J U t� q o a 00 ZZ o QO yW ME ON map ww O z0 w 2 w z= aLLIL�a Q_ W m co Q Z LLJ Q N� SHEET NUMBER I 1 Von 1 1 546�' ANY WATER FLOWING FROM i550 i' INTERMITTENT CHANNEL SHALL BE BLOCKED AND PUMPED TO1� ' TEMPORARY DIVERSION I I �II II I ,544 11 / I / 21 65.47' of 60" RCP @ 0.61 % of TEMPORARY DIVERSION SWALE INSET SCALE 1 "=40' / HW A-16 / INV: 541.92 INV: 543.10 / ti APRON A-8. 10 LF OF 12" THICK COUNTERSUNK RIP -RAP ALONG THE \ / STREAMBED. TO BE INSTALLED \ 1 FLUSH WITH EXISTING STREAMBED. / 60 LF TEMPORARY IMPACT, REF. \ / TEMPORARY DIVERSION INSET. SLOPE MATTING TO BE INSTALLED ALONG STREAM 47 / BANKS IN TEMPORARY IMPACT AREAS / \ i ' -0 50 0+00 57 56' 55' 55( 54! 54( 53° THIS DRAWING IS AN INSTRUMENT OF SERVICE AN� CHAMBERS ENGINEERING, PA RETAINING ALL COMMON 3 4 5 •`ippROX ro I 560 i' / / / / / / \ •�••• \ \ '1 i / ``«`«`«+«*«`«*«'«'«`«' \ \ \ \, cS 60 LF TEMPORARY IMPACT, REF. �556 � /' i / // / / / \ \ \ \ I •«*«*«•«•«'«'«`«««««««`+ �cS\ TEMPORARY DIVERSION INSET. SLOPE h� / - \ J, 555 __ _ __ _ / I / / / \ \ \� \ *«`«'«'«'«'«'«'+'+«+«+«+ Q� MATTING TO BE INSTALLED ALONG STREAM + S \ \ \ \ BANKS. IN TEMPORARY IMPACT AREAS 6�� — �5~'+`+«+«+«.«.«+«+«`� A3 HW A-16 / 5 \ \\ \ \ \ •+«+«+«+«+'+' \ \ INV: 541.92 / / / �64 \ 81 LF PERMANENT .« ; ;* / I / / / / \ \ \ \ +++++«+« \ \ \ \ INV:543.10 IMPACT ;� *�*�* I / / \ \ \ \ \ \ \ `;+ -54 APRON A-8. 10 LF OF 12" THICK 0 * * I / / / \ \ \ ` ,ar COUNTERSUNK RIP -RAP ALONG THE HW A-15 ++++++ ++t+++ \ I I / / / 'SS \ ` �s S 544, STREAMBED. TO BE INSTALLED INV:542.32 +«+«««««« « «++ I I I I I 2 �cs� ss-`S� A�z',�6�� �S FLUSH WITH EXISTING STREAMBED. INV:543.50 _=«;= I I I I // I \ '\o \ \ 1 70 LF TEMPORARY IMPACT, REF. + +++,+ TEMPORARY MATTIING TI O BE INSI�ET. P INSTALLED ALONGSTREAM BANKS IN TEMPORARY IMPACT AREAS I I I I I I I! of Ir` \ \ \ \ \ \ \ \ \ 47_' of 60"\RCP 0 0.61 % - I - - 1 LF PERMANENT - 21 65.47' of 60" RCP @ 0.61% ��� ��'Q ` \ \ \ \ \ \ \ \ \\ \ \ \ \\ HW A-15 1 \ INV: 542.32 \ \ \ \ / .,� \\ \\ \\ \ \ \ \ \ \\ \\ s� `� \� \s\� ss \3.50 70 LF TEMPORARY IMPACT, REF. \\ \ \\ \ \ \s\c3 \` \ \ \ \ \ \ \\ - \ \ \ ccsr S' r' ' S' TEMPORARY DIVERSION INSET. SLOPE \ \ \ �o `� `r s� `L" `ram U, t- Ou a-) p \ L) o Cp \ \ \ \ MATTING TO BE INSTALLED ALONG STREAM \ \ n ,n LSD \ BANKS IN TEMPORARY IMPACT AREAS \ \ \ \ \ \\ \\\\ LEGEND / / // \\\;%• \\ \1 \ \ I \ k k Existing Wetland Temporary Stream Impact / \ I I I Permanent Stream Impact \ +*++.'+ + +«+.«++ I \ \ \ \ \ \ \ \ I / I Temporary Wetland Impact \ C\ �// //+•`+`.«�i+«+! ) \\ \ \\ \\ \\ \\ \ \ \\ \\ \ \ j/ 49 Permanent Wetland Impact \ O� / \ + '++ \ \ \ \ \ \ SCALE 1 "=40\S� L 1 "=40' 0_r'n 3+00 3+50 4+00 70 LA PROPOSED ROADWAY CONCRETE HEADWALL 60" RCP STORM FLOW CULVERT INSTALLED AT EXISTING GRADE 0 60" RCP BASE FLOW CULVERT INSTALLED 1.0' BELOW EXISTING GRADE 0 STREAM CROSSING — PROFILE _T EXISTING STREAM PROFILE ROADWAY SCALE: 1 "=40'(HORZ.) 1 "=4'(VERT.) T ORY AND OTHER RESE RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS D $D4�I.L NOT BE REPRODUCED 0@1+00 COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. 7 © COPYRIGHT 2019 VTJV ITVV ITJV LTVV LTJV JTVV JTJV 565 555 550 545 i40 535 30 4+ 00 57. 57( 56' 56( 55, 55( 54' 54( 53! / UU 4 / 5U 4b UU 4b 5U 4y UU 4y 5U 5U UU 5U 5U 51 +UU 51 +5U 5L U PROPOSED / ROADWAY / GROUND OFILE PROFILE 60" RCP BASE FLOW CULVERT INSTALLED 1.0' 0 BELOW EXISTING GRADE 1 60" RCP STORM FLOW CULVERT INSTALLED 1 AT EXISTING GRADE ROADWAY STREAM CROSSING — CROSS SECTION 1"=40'(HORZ.) 1"=4'(VERT.) SCALE: 7+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+0 575 570 i65 555 550 545 540 535 ) 2" U LBEMLE NQRTH CAROLINA w Q p z O 0- o_ Ir U U) w p Y U O O N r2 0 N LLI I � � Q N I p rn z w O U Qf o o � o_ cY w EE p U U z uJ p a p w L -> w Y Q' N M I.C) CiJ Lu z o oz CD 0 U z N U H o Lu I 00 rn o 1 o ao U CS Q E bi Ocli m I- c oN ool w U n 0_ n z I W 00 J m m p ILL J Lu Q p w z m 1- H U w U p c7 z z O w p .N a .N d ¢ cn IL W Yn U LL Z ro rn WLu N V o Of ow •Qi Z v J O s � �a ¢U004 _ W Zz .M O C fn W Q W J i ��O d O=a R ��w coZ', �za_ v r � N H Z Z ~ W J U 0 � o a w N a� U CIS LL ZZ �o QO N W O N IL Z0 W Lu J W T_ O Z 2 0 � aW of �a 0 Q W > j H 120 Q Z Lu aw SHEET NUMBER 9 1 2 / / / C s THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED C RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. I - 1 8+00 54 53! 53( 52! 3 4 5 I \ \ \ I I I 1 I 1 4-/� ' ,`soo/ /� / \•• STREAM I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 30 LF TEMPORARY IMPACT 00 LEGEND �_ \ I I / / / / / / / / /, k k Existing Wetland \_ _ — — _ �� �\ —�''• \ / / \ \ 1 1 I / / / / / / / / / / Temporary Stream Impact — — — — — — Permanent Stream Impact p Temporary Wetland Impact 1 0 1 / / / / / / / / / / / / / / / / / / / / / / / / / / Permanent Wetland Impact _ � � SCALE 1 "=20 \ a—r,n r•,NWATAI o- rn 10+00 40 N / N C7 N N � / I U +r) •'O 0)Lo Z O / MInEZZ / O � O N O Lf) �L�Loil-: / I � O UD��ZO >> EXISTING GRADE / i J 12 uctile Iron g5.79 of GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 52 8+00 i35 i30 i25 20 10+00 OEM ALBEMARLE ,cN1ORTH 1GAROLIN^ LL1 Q 0 z 0 a U co Lu 0 Y O N W2 00 6) Lu Q 0 z 0 a U co Lu 0 Y Q O w z z oz m O � O O N U Z U (If Lu 1 IT D J z O — oaT O O I a0 04 O a E — Lij o04 I Q a lii oN U rn d N zwl Lu } m J W m LL -1L U LJ z m H co 0 O co z 0 v m Z O LLB 0 to co a-Q Tn Q cc Z o r L r iY -/5 N P V W z m W _ W LuO J O 0 d m a QU)N = �a w ZZ O e Q W J LuU i u- o=Q d Few UOm s Itt a ZFA � N LLI H Z Z U) ~ W 3 J U g O cy) Ny U o � LLI ZZ H� TfoN JLL NW �O w� maz0 w Ill T- O _ Q W d Q W m� m Q Z w Q t/� SHEET NUMBER 10 OT:J V :7TVV :7T JV 1 2 3 4 5 ALBEMARLE NORTH CAR�OjLINA GYp�"� fifty �d� Sl��4. D DTo C C B p)sSr� V i 4 f DEL J. ff��r�illllltik�� H Z Z W J ~ O U N Uo Lo , LU �00 JU NW �oN �� mdO0 WH W A ~ �W T_O 0Lu = aW �a 0 � Q W � co Z mFQ w aw 3 a SHEET NUMBER 11 �� \ \ \ \ I � \\�� ,o .\�\��_`�'I'� \\ \ \ \ \ \\ \\ \ �' , \\ .., � � rn \ 1 � S '� I � 1 1 / / /,/ /�•�i//% ,/ / / / / / / / 1 1 I 1 I I � ran � � � � j�., \ � ••. \\ \ \ \ \ \ \ \ \ \ \ \ I APRON A-7. 10 LF OF 12" THICKMwr�� COUNTERSUNK RIP -RAP ALONG THE \� \ \ , STREAMBED. TO BE INSTALLED o °O•-'La '� I I '• \ \ \ FLUSH WITH EXISTING STREAMBED. �`�� w Q 0 z 0 a U U w 0 Y � r7 � 0 N W � Q N I p rn z w 0 U � z � o o � a o w � � U U co Z W 0 3 a 0 w w Y � 0 o oz � o 0 U z N U � o � I rn -° o� o ao I U CS CL E o m 0 � � c oN ool w � z I W � m J J m 0 LL H Q �w w Z m H U U c7 z O 0 .N � � a � .N d ¢ cn W U z ro rn W � = N V o o � •Qi v J� O rn s 0 W z z 8i O = W Q W J i LL � � d o=a � R ��w ��a v r 1 2 I I I D • I I i I I 0 • I cD 0 cc I o o ai CA I N O • 0 -0 77 I Q rn Q I CA I C I I ge 213 THIS DRAWING 6 AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. 1 2 TF) 3 \ \ \ I\ I + + + + + + 1 +I ++++++++ + + + + + +I ++++++ +++t+ ++ + t 5 SF TEMPORARY ++++++++ IMPACT + \ I I I I V I II G 11 II I + + + 1 +++++ +++ � �'�I \IIII I III I111� IIjI + + +++++ + �I1� 1\ll 11 IIII II I +++ ++++ + \ \ \\ I I II I\ II I + •,. � i l i\ �\ I I � I I I I\ I I I I � I :I IIII I`I11 II II I I I I II III 1 1\ I I I I I\ I I I ++ // I IIII \ l l i I I I I Ij j I j II +++ I II II \I I ++ +I + + + + II \ I I I I I I \\ \ + + I I 1 1 I I I IIII I I\ I\I I I 1 I I \ \\ \ I 1 I I II\\ \ I I\1 1\ I I II I I I I I 1 II I II I\ \1 1 1111�1111 II II I I II I II\ I\ \ I\ 1 1 1 1\I 1 I I I I I\ \ i�/j o I I I I I \ lloo V 1 I I � I f 1 I✓ • I/ I I I I I I I I II I I I II I II II I I III I Imo/ I I I 11 I 1 I ••A`x.• s� •. 1� II 11 I 1 � � I A 314 SF TEMPORARY IMPACT • I + I I ++ + + \\ I — %+ / + T + + 1 + 1 + + + + 1 1 II ++++� : I + / I X 3 0 0 cD rn 0 (D CID O p C/). 77_ p w6 cn -i N O O -0 D lQ � CD Q N_ — W NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX 1 1 LEGEND k k Existing Wetland — Temporary Stream Impact Permanent Stream Impact rmanent Wetland Impact 5 I 0 1" \ 0=20 X L 14 OEM ALBEMARLE ,cN1ORTH GAROLIN^ W Q 0 z 0 U co U1 0 Y O N IM -'t Da W Q 0 z 0 0- a_ E U co w 0 Y Q 0 w z z oz m � o N v zo U _ � rn J z 0 °o O OU 0 Di 0rn o I a_04 U 0 a E bi 04 m Q a � In Iii < oN U to 0 1 d N zWl W } m r- J W J m LL L U � z p m H ~O O co W 'rn z 3 m D z p J In w N z o 0-0 CO rn a_ Q cn Q a �o w Z m w� _ w o J O 0 d m a aU)00 N c �a w z 0 z e C) LU W U) d LL o=Q � }Ofw E Upm s a LiA Lu H Z z U) ~ W 3 J U g O cy) Ny U o � ZZ �� Tf oN JILL N W � N w� maz0 w Ill T- O _ Q W d Q W m� m Q Z w Q t/� SHEET NUMBER 12 110 VA 1 2 3 4 — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — �--------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- --- _ _—_----' / / \ \ ---- _ , \ _--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — _--------------- --__ _— --- �� r 30 LF TEMPORARY \ —_------------- ------------------ _—_ —\ I IMPACT — — — — — — PROPOSED 12" GRAVITY SEWER = - — _ — — \ — — _ _ _� /j •_ \ \ \` — — — 000 ooll + •�• / + t++ } t +++ + } 53 SF TEMPORARY _ _ �/ .o. � ••/— �� ++ + + ++ + } IMPACT P•/ ` / / / / J , / NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE oo + } + + + + + — — — _ \ / // \ ••. \ \ / / / / RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND ` — ++ ++ + + + / _000 j/ \ \\ \>\ / / / / / �` % / — SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX t + /o ++ + ,"\ oo THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED C RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. I - 1 51 M 50 501 49 5 III -111:� 11 APPROX. STREAM + +++ + + �•• LEGEND ++}+� + ++++++++,+ +++++++ ++ ++ ++ k k Existing Wetland +=tom}j + ++ + + + +++++ ++++++++++ — Temporary Stream Impact ++ + + + + ++ + + Permanent Stream Impact + ++ ++ ++ ++ + + i' Temporary Wetland Impact + + + — — Permanent Wetland Impact 1.. \ ALE 1" y UU Sy 5U 4U UU 4U 5U 41+UU 41+5U 4L U 00 u� o— O O � n O N + Ci Q�LnZ0 EXISTING = > > GRADE z z ao N 00 , O Co CO Lo 0 + Q I 0)z a�Ln-0 Q > > M N Z Z 1 Iron @ 1.60% R 35 PVG 20 Duch e 165.49' S L—r (IOTA) of 12 185.49' GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 9+00 39+50 40+00 40+50 41+00 41+50 42+0 515 505 I$e i95 2" 01 Al �I nl OEM ALBEMARLE ,cN�?/ORTH GAROLINA U1 Q 0 z O a U co U1 0 Y O N IM : Dp w Q 0 z O a U co w 0 Y N I") Lt7 CO r- Q O w z z 0 m O � r- O N U z U < I rn � � J z O — v 00T O O vi I ao U O a E — bi o04 m I Q a N Lu c oN U rn �� d N zwI w J _ w J m LL. L U � z 0 m �_ co~o 0 � o z oo m � z O w — �Q coaQ cc Z o r L r iY N P V w Z m w _ �iW w o J O o d m a QU)N c �a w zz O e ED U Q w J W i LL O=Q 41 }Ofw E UOm s Itt a ZFA 19 U) Lu I--Z Q U) ~ W 3 J U O o cy) � Lu ZZ �� JILL NW �oN �c-) maz0 w� w —1Lu T-O LLI �_ Q W d Q W m� m Q Z w Q N� SHEET NUMBER 13 2 5 VA E 1 \ \\ \ \\ \ \ \\ f 565 \\\\\\ \ \\ � \\ \\\\ \� I \ 560 to \ \ \ \ \,\ N II — —555 1 INV:534.93 \ \' -- — _ 0— I v�40.00 \ \ I I I I I I I •.•�••• III I 1 It 550 o —555 \ \ \ TEMPORARY DIVERSION SWALE INSET Mill .. SCALE 1"=40' •• �P I q N V: 534.93 \ • P s•�...• �.••/ o 141 Rp \ \ 1 \ �\ SED SEW 10 LF TEMPORARY IMPACT, REF. / TEMPORARY DIVERSION INSET. SLOPE — / / MATTING TO BE INSTALLED ALONG STREAM i BANKS IN TEMPORARY IMPACT AREAS / APRON A-2. 10 LF OF 12" THICK,)5 COUNTERSUNK RIP -RAP ALONG THE STREAMBED. TO BE INSTALLED FLUSH WITH EXISTING STREAMBED. / ° / mot/ -0 50 56 55° 55( 54° 54( 53° 53( 52° THIS DRAWING CHAMBERS ENG RIGHTS INCLUDING TH COPIED IN WHOLE OR n-nn n-Gn 1 _nn 1 -r-n 7-nn 2 3 4 5 \J 575 _ — — — — — — — — -573 572------ - ` — 1— — — / / r — — — _ _ \ \ \ 10 LF TEMPORARY IMPACT, REF., 57 / \ TEMPORARY DIVERSION INSET. SLOPE 570 MATTING TO BE INSTALLED ALONG STREAM — — — _ i / / / // / / / — : \ \ BANKS IN TEMPORARY IMPACT AREAS \ �,/ / 535 APRON A-2. 10 LF OF 12" THICK,,\ \ \ // / // // // ////-------_ �\ COUNTERSUNK RIP -RAP ALONG THEE \ I \ /��� / // /////// 550---\—\���_ 565 STREAMBED. TO BE INSTALLED— / FLUSH WITH EXISTING STREAMBED. \ INV: 534.93. / / // / — — — — ••ir / —566—� s6s/// ��-----__ --_ -- 560---_------�/L// / /�/i�i��' 555 _ / ��/� / / O /i—� \ 1 555 I 550 f 33 LF TEMPORARY IMPACT, REF. I I —TEMPORARY DIVERSION INSET. SLOPE / / / / / / 99 LF PERMANENT -MATTING TO BE INSTALLED ALONG STREAM / / / / / / IMPACT o \\ \�.b�'1 f BANKS IN TEMPORARY IMPACT AREAS / / / / \ I 1 s \ 1 I _// \\ 33 LF TEMPORARY IMPACT, REF. \� 11 II I o I I I \ \ \ \ \ \ — — -99 LF PERMANENT \ I / / / / / I I I TEMPORARY DIVERSION INSET. SLOPE s I — — — IMPACT \ \ I / / / ( I \ / MATTING TO BE INSTALLED ALONG STREAM I i\ �I� I I I ) I I 1 I'n I I I I I I I I 1 \ \ \ \ \ \ \ 6 Go BANKS IN TEMPORARY IMPACT AREAS 1 I I I \ / 1 1 I I I I I I 1 1 I 'n I I I \ \ \ \ s 560 �`� / II IIII \III I111 III ( � �,� N\. • \ II \ I I I j 1 / LEGEND / / / / / / / \ 565 \\ \ I /��� — — -566. \\ \\ \ / I II I ( // Existing Wetland / / j /I /// // (; - \�C,) \\ �` I I I 1 1 \ \ III // �_----- �s\�\ \�� \ \\\ \\\\ \\\ \ \\ \ \ \ \ I Temporary Stream Im act / / / \ �� -•. �' \ \ \ \ \ \ \ \ \ \ \ \ / Permanent Stream Impact / \\\� — � r / — \ \\\ \�� �� \ •;�"y� \\\ \\\\\ \\\ \ \ \\\ \\ \ \ � � \� Temporary Wetland Impact ( \ \ `J \ \ \ ``� )\\\ \\\\\\ \\\ \ \ \ \ \ \ \ \ \ \ 7-Fn Z-nn Z_Fn A-nn A -Fn SCALE 1"=40' 5+00 60 PROPOSED ROADWAY r r EXISTING STREAM PROFILE 60" RCP BASE FLOW CULVERT BELOW INSTALLED 1.0' EXISTING GRADE 1 r ROADWAY STREAM CROSSING — PROFILE SCALE: 1"=40'(HORZ.) 1"=4'(VERT.) G, PA RETAINING ALL COMMON LAW, ST HT THERETO. THIS DRAW, LESS OTHERWISE PROVIDE F6 ORY AND OTHE RESERVED NOT BE REPRODUCED OR WRmNO. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+OC )55 )50 45 40 )35 )30 )25 )20 / 11 +11 50 57 571 56 561 55 551 54 541 Permanent Wetland Impact \ \ \ \\\\\\ \ \\ \ \\ SCALE 1 "=40' 12 00 12 50 13+00 13+50 14+00 14+50 15+00 15+50 16 00 16 50 75 PROPOSED ROADWAY / EXISTING GROUND \ PROFILE / \ 60" RCP BASE FLOW / CULVERT INSTALLED 1.0' \ BELOW EXISTING GRADE 0 ROADWAY STREAM CROSSING — CROSS SECTION SCALE: 1"=40'(HORZ.) 1"=4'(VERT.) 53 11 +50 I LY V V I LY:JU I JY V V I JY:JU I` -r UU I `FT JU I JTUU I JTJU I u-ruu i70 i:� 65 60 45 40 35 16+50 �I nl mum ALBEMARLE NORTH GAROLINAL A i.,w w Q z 0 a U co w 0 Y O N M 00 0) 0 cV W I � � Q N I 0 rn I- z w 0 U 3 0 o F__ LL CY w E p U U co z LLI 0 a 0 w In w Y Q 0 w z z oz m O � O N U z 0 U _ Lu 0)1 � � J z 0 — _0 00) U U vi I ap cli U a E — bi o04 m I Q 0- 0 Lu c oN U rn �� d N zwI Lu m J W J m LL Lu Lu U LJ z U m H co O z o 0 m Z 0 w Q o f CO 0- Q� Q Z. o r � .N ro w N U ci iL Z rn w W O J O 0 d m a QU)N = �a w ZZ O e U Q W J W i U- O=Q d �0�w E UOm s Itt a ZFA ell- � N Lu H Z z 07 ~ W 3 J U g O cy) Ny U o � Lu ZZ �� �oN ILL J0 NW �t w� maz 0 W Ill T_ O _ Q W d Q p W LL1 m co Q Z W Q N� SHEET NUMBER 14 2 3 I 1 2 3 4 IIII\ __ \\ \\\ \ \ 1 \\ \\\ •, I I \ \ I I I I 1 1 1 l // / I I I I I I I I I 1 1 1 1 I I ��� \ \ \ \ \\ \\\\ \\\\ \I 111 \\ \\ \ \ems\ \\ \ \\ •' / I I I /i \ III I I / / / / / / / I I I I I I \ I I � , \ \ \\ \ \ \ \ \ \ \ It \ \ \ \ \ It \ \ \ \ \ \\ \\\\ \\ �\\� \ \ \ \ \ \ \ \ I 1 \ \\ \` \W \ \ \ \ \ \\ \\ —563— I \ \ \\\ \ \ I II I I ► III / / / // F/A U \ \ \ \ \\ \\ \ \ \ LO I It \ \ \ \ \ \\\\11 \ \ It\\\\ 1 \\ \ \ \ \ \ \ \\ \I I\ \ \ \\\ \\\� �\� • , 1 1 I I III I I III l l l ." / I /' / / / / \ \ \ It WL j11 I I IIII IIII I I 1 I 1 I I _ \ \ It \ \ 1 \I \ \ \\ \ \ 527.1 \ \\ \ 1 \ \ \ I I \ \ \ \ 1\\ \ \\\\ \\\\ 11 \ \\ IIII\\ 11111i l �11 1 1 1 IIII I I I IIII IIII I I I I / 572 C I\ \ IIII I IIII IIII i I i i I i i l i lirl� I I i � II II 11 11 1 1 1� 1 1 1 I % �\ //���_—�__---_--------� \ \\ \ I I I I I I I I \ � � \\\\ III II II I I I 1 I I I 1\ 111111111 I I 1� C / 1 1 1\ 11 I IIII II01111I1I I I I I I 1 01 I I II I I II I I I I 1 1 1 1 1\ — / ?I 0 0.60 ACRE POND \ \\ \\�\\ \\li \ 1 I I 1 570 TO BE DRAINED HW A-2 \ \ \ ' INV:526.9 \ \ \ \ \\\\ \'\ j69- APRON A-1. 10 LF OF 12" THICK -, COUNTERSUNK RIP —RAP ALONG THE / STREAMBED. TO BE INSTALLED, -5 FLUSH WITH RESTORED STREAMBED. 67 I \ \ to 550 It o i — B 55 HW 532.2— \\ \ 1 I I I \ \� \ \ I •/ \ \ / / / / / / / / / / / / / / / // to \ _ 562 ss \ 561_ ,/_ \ \ \ \ \ \ IIII \ \ \\ \ \ •� I I I I 1 / /z —' _ 'ss'�\ _ \ \\ \ \ \ IIII \\\ \\ I l l I 1 / l I / l l I \ — 562= _ , ,5 ° \ \\ \ \ Rs \ 1 I I IIII \ \ \\ \\ \ \ \ I \ / �l / —562 /' \ \ \ \ so\ \\ 0.53 ACRE POND \ x S \ \ \ \ \ \ TO BE DRAINED \ \ \ \ ,563 sss \ \ \ \ \ \\\ \ \ U) It,"56\1 19 560\\\\\\ \\\ \\\ \\\\ I I II 1565 Ln— �\ /—\56 `\ \ \ /5632 LEGEND /-564— Existing Wetland Temporary Stream Impact It \\ \\ \ \\\ \ II I I I ( ( 1 1 I I I 11 1 I I I I I — 566 Permanent Stream Impact P Temporary Wetland Impact \ / 1 \ 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ 1 1 III • I I I I I 1 1 / / / / // / I I I 1 1 1 I 1 1 1 / Permanent Wetland Impact '567- — _' Pond Removal \ \ \ Or It /' / \ \ \ � I \ \ _ — / I I 1 1 1 \ \ \ \ \ \ \ \ \ \ \ 11 111 • I \ \ � \ \ \ 1 I I I I I 1 1 / / / / / �' / / / / / / / / / / / I l l l / l - / \ — — — .569' \ \ 1 1 I I I I I 1 \\\\o\\\ \ \ I 1 I I III I 1 I \ \ \ I I I 1 1 1 I I I I / 0 2" THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF / CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVEDRIGHTS / / \ \ I I tS I 1 I I I COPIED ING DING IN WHOLE RE COPYRIGHT THERETO. PART, UNLESS OTHERWISE IPRO PROVIDED FOR ING N WRITING. NOT BE REPRODUCED OR c,n` \ l \\ / / _/ I 1 1 I I I I I \ 1 1 1 I I 1 \ 1 1 I I I I / / / / / / / / / / / / / // / / / / / / / / / / / / / �GAIL 1 It =/40 I / `� / / /// /// / / ©COPYRIGHT 2019 L 1 2 3 4 5 ALBEMARLE NORTH CAROLINA w Q 0 z 0 a- a of U U) w 0 Y O O N r2 w Q 0 z 0 a- a - of U U) w 0 Y 0 o 0Lu CD 0 U z N Ljj U H o Lu rn o 1 o ao CS Q E bi ocli m 0 a Lu oN ol w U N m o a z I J w7. o m 0 LL J H Q nw w z m UU 0 0 U) z z o Lv 0, 0-0 U) .N d ¢ cn r W LL z rn r = m n Lu o �/,// UW a Q CV 0 C w zz M O C W Lu ILL. d O=a L R � mIt _ �za v ZFA r FZQ C/) ~ W J U O to , J0 ZZ H NW ly-oN Oz0 LO mIL wH w DIY �O 02 aW2a 0C/) �pw j LLIz mPQ w aw SHEET NUMBER 15 D 1 1 1 \ N 1 1 � 1 1 / / 1 / / ZA 3 —548 _ / ,\ / goo\/, / 1 / III 1 C 545 / 3,052 SF PERMANENT IMPACT / + / \ I + Elam / / THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED C RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 ....... ...................... - 1 / / / / / v � � 1 I 1 I 1 1 I I I 11 I I .1 I 1 I 1 1 ' 1 I 1 1 11 11 11 II I1 4 5 gook \ \ \ \ \ /—546— 1 � 1 1 545 1 1 —�—-544--- 1 / 1 / 543T I/ I h� 1 / / . �c^• I1 1/ I / I 11 1 I I I I LEGEND k k Existing Wetland — Temporary Stream Impact — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact 0 1" 2" SCALE F =20 ' X L Il OEM ALBEMARLE ,cN1ORTH 1GAROLIN^ w H a ❑ z O U rA U1 Y O N W2 : Dp w a ❑ z O a U U) w ❑ Y a O w z z 0 m 2 Or O N z H ~ — H� U J z W I � 0 Do T v O O vi ❑rn U U 1 a_04 U 0 a E — bi o04 mC)Q, I 1 2 E- LLJ 0 U) 0 a N Z w m J O J m ❑ LL 0 U z m U) ~o ❑ U z cooZ Lv� LJ� Z rn LJJ o `m r J C:) a QU)N = �a w z 0 z e C) Q W J W i LL o=a 41 E UOm s Itt a ZFA Z a U) W 3 J U gw O N y U o ZZ �� �N JILL �� VFW w� mdz0 w .j W � O Lu ZO 2 of �Wp wa LLI J co Q Z w a� SHEET NUMBER 16 1 2 3 5 Ic C W FLUSH WITH EXISTING STREAMBED. CULVERT A-2 CROSS SECTION VIEW NO SCALE APRON A-7. 10 LF OF 12" THICK COUNTERSUNK RIP -RAP ALONG THE STREAMBED. TO BE INSTALLED FLUSH WITH EXISTING STREAMBED. CULVERT A-7 CROSS SECTION VIEW NO SCALE MATTING TO BE INSTALLED STREAM BANKS IN ;ARY IMPACT AREAS SLOPE MATTING TO BE INSTALLED ALONG STREAM BANKS IN TEMPORARY IMPACT AREAS STREAMBED. TO BE INSTALLED FLUSH WITH EXISTING STREAMBED. CULVERT A-2 LONGITUDINAL SECTION VIEW NO SCALE STREAMBED. TO BE INSTALLED FLUSH WITH EXISTING STREAMBED. CULVERT A-7 LONGITUDINAL SECTION VIEW NO SCALE J G MEN ALBEMARLE NORTH CAROLIN^ f�� LLI a z 0 a U co LL1 0 Y O N : Dp 2 a O cV LIJ I F__ a N 0 rn Ln I- z w 0 U of 0 o F__ a Ci Ljj 0 U U co z Lu 0 a 0 Ljj Ln Ljj Y fl� N Ih CO a O w z z 0 m O � 0 0 N U z H U Lu I T � - J z 00 0 — 00) U U I aO cli .v' U a E bi O04 m a IEz N Lu c oN U rn �� d N zwI Lu m J W J m LL Lu Lu Lu U z m H co ~O O (n z v m � z � W � Q m to O co U) 0-Q (n ro LL.I N U ci iL Z rn r Lu:E`m O J O 0 d m a QU)N = �a w zz O e Go U Q W J W i LL O=a 41 ��w E UOm s Itt a ZFA Ilm U) Lu Q Z a Z uA J U) t�q To W o') N U Lu ZZ = oo o Z ILL 00 N W ma O N zo ti w� W OJLu T_O Z= d Q Q W p W W OJO � Q Q Q N� r SHEET NUMBER l THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. ................................ 5 17 u 10 I10TA s THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED C RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRRING. I - 1 CULVERT A-8 CROSS SECTION VIEW NO SCALE CULVERT A-8 LONGITUDINAL SECTION VIEW NO SCALE am O1 nI OEM ALBEMARLE ,cN1ORTH CAROLIN^ W Q p z 0 a U co U1 p Y O N I2 Dp C) Q O N uJ I � Q N I p a> U) z w 0 U Of z o � a 0 w p U U co z Lu 0 Q p W In W Y N I") Lo Q O w z z 0 m O � 0 O U z H I U I � -D J z 00 0 — U U 00) I a0 cli .v' U a E bi O04 m Q Ia N Lu c oN U rn 0 1 d N zwl Lu m J W m p LL -1Lu U � z U m H � co ~O p co z m � z 0 Lu Q p p-'o co 0-Q (n ro W NU ci iL Z rn W _ `m W Of O J O 0 d .0 QU)N c �a w zz O e ED Q W J Lu U) � i LL O=Q al }Ofw E UOm s a ZFA 19 U) Lu Q Z Q Z Lu J U) v� oo w6, Lu ZZ = oo Z LL 00 N W ma O N z0 co w� w -j Lu T- O Z = d Q W p W Q a LLI OJO � co Q Q Q N� SHEET NUMBER 18 2 0 5 1 I Ic C CULVERT A-10 CROSS SECTION VIEW NO SCALE CULVERT A-10 LONGITUDINAL SECTION VIEW NO SCALE J OEM ALBEMARLE ,cN1ORTH GAROLIN^ W Q p z 0 a U co U1 p Y O N I2 : Dp Q O N uJ I � Q N I p a> z w 0 U 0 o � a 0 w p U U co z LLI 0 Q p bi In bi Y N I") Lo Q O w z z 0 m O � 0 O U z H I U I � -D J z 00 0 — U U 00) I a0 cli .v' U a E bi O04 m Q Ia N Lu c oN U rn 0 1 d N zwl Lu m J W J m p LL Lu Lu Lu U z U m H co ~O p (n In z m � z 0 w � Q 0 0-0 co U) 0-Q (n ro LL.I N U ci iL Z rn :E`m r W Oc J O 0 d m a QU)N c �a w zz O e ED U Q W J W i LL O=Q 41 }Ofw E UOm s a ZFA 19 U) Z Q Z uA J U) v� To w6, U� > LU ZZ = oo �o Z LL O� N W ma O N z0 w� w Ill T- O Z = d Q Q W p w a LLI OJO � Q Q Q N� r SHEET NUMBER l THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRMNG. 1 w 5 19