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HomeMy WebLinkAbout20220972 Ver 1_2022-06-30.Ammons Impact Exhibit_20220718offilliffiffil OWN� r o M N N NO 11111111111110 - -. PJ IN MINIMUM N a / TTTT 7 T r TI,�T T7E TTF]—I—]—[ - iiw�wiwwiw t� w/wu�wi Ii�u a _I wilwui iLl TITFIF FITS llTFII Trir���L wiwL Iwi w L� l w wii l i w"T'y wL ,,Tww11TTiIf1wwTi w'm T1TirIn7TT ini'T nur 4i wi Trri liiiTiTr wr m iTT�K �- ° 1 ITl TT uiiiiuwuwuwilwwTLui ' w K�]_E� TTIT rmTirl nT°I gImirTTmI- % Lwi_ iwiiwuw IIMwwIi Cw Q� TI•�ilmm� i Iwii iiLwiiulw ILwIwLLLIJ� Tm�TITimT TI 7f e e kilLuuiuT� iiuwl �' !�'T'i o�nw� w lw_I �wiw� f nTi,.- w� €€F FJTT•<<\ �� ����1 �G Iv �— �, I L�E� TI��I��— p \ jiRiTniTniTi IK€ ITl nTTr \ �� uliLLJJ_u IM1T1, �� ff TFIT TT iuwuwi�l m,Il I T�LLAWLQ�/ IT 1 � (� T ,� .�,' � �T� k T lt� � LI NT � � I!✓Z� IT I -Till r i 'u/IUIJ-1 LL wLLw r m � Ud Z- 1 M Op I --I O I M LO I- T o U 2L (nniaonend,os) /v /� U rn (szez Ias�)GVMJlN—annSHsadw -r- o N Z M O 0 I II IIII �I I II �I Y,_ M IIIIIIIIIIIIINS NO N a / i IIII �77/ k II—[JII 0 a � II t oil � II Lea s o � W g Ua Z- l M (D 00 I --I O CO M o LO r N I pH (nniaonend.os) // � � cm)rn (szez Iasu)GVMJH O NannSHsadw � o N Z M N 100 0 ROADWAY IMPACTS ZONE ZONE WETLAND STREAM RIP RAP IMPACT # S. F. AC. S. F. AC. S. F. AC. L. F. S. F. L. F. S. F. R1 7537 0.17 12497 0.29 2398 0.06 191 764 60 1080 R2 0 0.00 0 0.00 9746 0.22 0 0 45 540 R3 8976 0.21 13744 0.32 8896 0.201 237 946 120 4320 TOTAL 165121 0.38 262421 0.60 210401 0.481 4281 17111 2251 5940 SEWER IMPACTS IMPACT# ZONE ZONE2 WETLAND STREAM RIP RAP S. F. AC. S. F. AC. S. F. AC. L. F. S. F. L. F. S. F. S 1 0 0.00 0 0.00 1037 0.02 0 0 0 0 S2 1320 0.03 2106 0.05 2177 0.05 35 142 0 0 S 3 0 0.00 0 0.00 489 0.01 0 0 0 0 S4 1201 0.03 1802 0.04 4580 0.11 30 180 0 0 S5 0 0.00 0 0.00 5794 0.13 0 0 0 0 S6 1304 0.03 1953 0.04 5827 0.13 32 192 0 0 S7 0 0.00 0 0.00 3487 0.08 0 0 0 0 S8 0 0.00 0 0.00 8549 0.20 0 0 0 0 S9 0 0.00 0 0.00 6254 0.14 0 0 0 0 S 10 1363 0.03 2044 0.05 0 0.00 34 204 0 0 S 11 0 0.00 0 0.00 7557 0.17 0 0 0 0 S 12 0 0.00 0 0.00 212 0.00 0 0 0 0 S 13 1220 0.03 2050 0.05 0 0.00 31 185 0 0 TOTAL 64081 0.15 99551 0.23 45962 1.061 1621 903 0 0 GENERAL IMPACTS ZONE ZONE2 WETLAND STREAM RIP RAP IMPACT # S. F. AC. S. F. AC. S. F. AC. L. F. S. F. L. F. S. F. G 1 0 0.00 0 0.00 34788 0.80 0 0 0 0 G2 0 0.00 0 0.00 14533 0.33 0 0 0 0 TOTAL 01 0.00 01 0.001 49320 1.131 01 0 0 0 G RAND TOTAL 1 229201 0.53 361971 0.83 1163231 2.671 5901 2614 225 5940 vNT M&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 Impact Table Date: Ammons Property June 30, 2022 + o 1 r \ I �Z I...........— I - i_.h- - - -� �- IMPACT G1 -0 ......... Al \ III \ IMPACT PROFILE G1 . I SEE PROFILE, NEXT . .o. . . . . — — — SHEET + . . . y 1� :.: .:.:.:.: .:.�� 101 EXISTING STORMPWATER EXISTING WETLAND AREA TO WETLANDS I BE PROTECTED PROPOSED GRAOTY . . . . . . SEWER OUTFALL / r v,MCKN4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 Wetland Impact Map Impact G1 & S1 Ammons Property IMPACT S1 Scale: 1"=60' 0 30 60 1 Date: June 30, 2022 310 310 305 305 i i 300 300 PROPOSED ROAD GRADE 295 295 UN £RDRAI _ _ Fl L 7R£ H WI STONE �'" 290 290 £XlSI E, GRAD£ (PER GlS CONTOUR DATA) 1 1 PROPOSED UND£RDRAIN 285 (LOCA77ON APPROXIMA7E) N NN o� o_4 CoM r-- coM1 1� c� EO r� ri t c� Pi c� N9 �N NN �l� US o� ed � N coN o Pi � N N oN Ol 00 'LA � r�� �O 'w N cis N �O N og N 0O ro N 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 v,McIQM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 Wetland Impact Profile Impact G1 Ammons Property Scale: 1"=80' 0 40 80 Date: June 30, 2022 \ \ \ 30' NEUSE RIVER RIPARIAN \ BUFFER ZONE 1 (TYP) 20' NEUSE RIVER RIPARIAN \ BUFFER ZONE 2 (TYP) J' EXISTING WETLAND AREA TO �� BE PROTECTED � � -*,00 . A . . . EXISTING . . °� — — �.. /' . ' . .. . .. .'WETLANDS . . . . . . . . \ . % '. . . . . . . . . . . . . . . . .� . . . . . . . . . . . . -' IMPACTG2 _---- / v,MCKN4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 Wetland Impact Map Impact G2 Ammons Property Scale: 1"=50' 0 25 50 Date: June 30, 2022 275 275 270 ° ° 270 265 265 260 PROPOSED GRADE 260 255 255 24' DEI.P U TRENCH FOR DERDRAIN 250 (PER EXISTING GRADE-1250 GIS CONTOUR DATA) PROPOSED UNDERDRAIN (LOCATION APPROXIMATE) 245 245 �N oOl c�M N N�N9AN9Ao� o CC)— t in r�1P 1P o'a a � -,— t oM o Mf in Mf n O c00 �l1 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 v,McIQM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 Wetland Impact Profile Impact G2 Ammons Property Scale: 1"=80' 0 40 80 Date: June 30, 2022 -77\ �� \ PROP ED Cl Y AL�GH SAN TA SE EASEM NT \ PROPOSED GRA 0 TY SEWER OUTFALL \ PROPOSED SEWER FORCE MAIN �\ \\ IMPACT R1 ; s M \ SS moo. \\' \ \ F� STORMWATER BMP \ f \\ \ EXISTING; /\ \ \ EXISTING �. /\ WETLANDS \ \\ \ EXISTING STREAM CENTERLINE / 72" RCP / STORM PIPE \ JO' NEUSE RIVER RIPARIAN / / BUFFER ZONE 1 (TYP) \ �. 20' NEUSE RIVER RIPARIAN \ i \ \ BUFFER ZONE 2 (TYP) RIPRAP OUTLET PROTECTION \ i v,MqQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact R1 0 25 50 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 0 Q 0 F 270 265 I PROPOSED FORCE MAIN PROPOSED � I GRADE STANDARD WINGWALL MITERED FOR J. 1 FILL SLOPE 260 3. 1 STANDARD MITERED WINGWALL FOR J. 1 3: 1 FILL SLOPE I 255 60' UPSTREAM 7 72�� ARY 250 0, LF (PRELIM/ LENGT) IN VER T=251.82 I DOWNSTREAM — INVERT=250. 08 EXISTING GRADE 245 (PER GIS CONTOUR DATA) KEYED- w RIPRAP OUTLET PROTECTION PLACED AT 36" DEPTH I I FABRIC UNDERLAYMENT 240 I-- 0 Ln (V I-- C) 1-- N N 0 � 00 0 p ) 0 O) 0 r� 0 (0 0 00 0 00 0 ul 0 0 0 0 0 Ln cG o n Ln N N N cV o c0 Ln N N o co Ln N N o co Ln (V N o co Ln (V N M o Ln N N 0 Ln N 0 Ln N 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13 v v,McIQM&CREED 1730 Varsity Drive, Suite 500 Wetland Impact Profile Impact R1 Scale: 1"=50' 0 25 50 Raleigh, North Carolina 27606 O: 919.233.8091 F: 919.233.8031 Date: June 30, 2022 Ammons Property \ PROPOSED SEWER \ \ \ FORCE MAIN Pal OPOS-ED CITY OF RALEIGH SANITARY SEWER EASEM�NT FM 1Z EXISTING RIPRAP OUTLET PROTECTION o" 'WETLANDS IMPACT R2_ - -V : . . .� j / . . . . . . . . . . . . . . . . . 11+p0 . % / . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . .�. \ 30' NEUSE RIVER RIPARIAN BUFFER ZONE 1 (TYP) 54 RCP 20' NEUSE RIVER RIPARIAN STORM PIPE BUFFER ZONE 2 (TYP) / $,MCIQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact R2 0 25 so Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 285 280 Q*j 0 0 275 PROPOSED GRADE 270 J. 1 STANDARD WINGWALL 3. 1 MITERED FOR J. 1 265 FILL SLOPE STANDARD MITERED WINGWALL FOR 3: 1 FILL SLOPE 260 UPSTREAM 777 RC @ 5 (PRELIMINARY LENGTH) IN VER T=260.68 255 (PER GIS EXISTING CONTOUR GRADE DATA) DOWNSTREAM INVERT=257. 98 7 KEYED —IN RIPRAP OUTLET PROTECTION PLACED AT 36" DEPTH 250 FABRIC UNDERLAYMENT 00 0 00 N O [-- * o O 00 � c0 00 1­ � o (7),O (7),6 00'06 cod r- Ln r- Ln(0 Ln(0 Ln N N N N N N N N O � 0-) 1__' O Ln N N 0-) oO N I- co O) N 0'L6 (_0 N N 00 r-) I�- 0-) (7),O (0 Ln N N �0 n co r� r-:� N L N N 0-) r0 N Ln N N 00 O N N 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13 v,McIQM&CREED 1730 Varsity Drive, Suite 500 Wetland Impact Profile Impact R2 Scale: 1"=50' 0 25 50 Raleigh, North Carolina 27606 O: 919.233.8091 F: 919.233.8031 Date: June 30, 2022 Ammons Property ............................. . . . . . . . . . . . . . . . . . . . . . . . ' 7 . . . . . . . . . . . . . . . . . . . . . . . . . . .CITY 6F'RAL'EIGH . . . . . . . . NiA NIT\ZO'A R Y SEWER EA SEMEN T . . . . . . . . . . . . . . . . IN, . . . . . \ . . . . . . . . . . . . . . .. * . . . EXISTING . . . . . . . EXISTING WETLAND AREA TO . . . . . . . WETLANDS . . . . . . BE PROTECTED - - - - / - - - - - - - - - STORM WA TER \ . . . . . . . . . . '. . . . / . . . . . . . . . BMP"*� . . . . . . . . . .. * . . . . . . . . . . . . . . PROPOSED GRA OTY SEWER OUTFALL" . . . . . . . . . . RIPRAP OUTLET PRO TEC TION IMPA C T R3 N 12'x6' CONCRETE BOX CULVERT % EXISTING STREAM EXISTING . . . . . CEN TERL INE WETLANDS . . . . . %\ . . . . . . . .......... . .... ............. JONEUSE RIVER RIPA RIA N STORM TER BUFFER ZONE 1 (TYP) BMP ) 20' NEUSE RIVER RIPARIAN . . . . . . . . . BUFFER ZONE 2 (TYP) Wetland Impact Map Scale: 1"=50' 4$�MCKEN4&CREED 1730 Varsity Drive, Suite 500 Impact R3 0 25 50 Raleigh, North Carolina 27606 Date: 0: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 r c�+ 0 0 z 250 250 245 PROPOSED C 245 GRADE 240 STANDARD KfN 240 3.1 3: 1 RW 3L 1 STANDARD FlLL SLOPE W/NGWALL • MITERED FOR J..1 FILL SLOPE 235 235 0&56 LF 12' 6' BOX CUk VE T ® 0.6OX (PR ZNAR 230 GTH) 230 UPSTREAM INVERT-231.94 Z' E Fit EA7S71NG GRADE (PER GIS CONTOUR DATA) DOWNSTREAM 225 INVERT-230.69 225 KEYED—lN RIPRAP OUTLET PR07EC77ON PLACED AT 36" DEPTH FABRIC UND£RLAYMEW � 01 01 r� NNf r7 r7 rn r7 o f r� r o r) 0 r� pp o M r� 01 c\1 01 N N N c� N c� N c� N N N cv N c� N c� N cv c\1 N N N 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 v,McIQM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 Wetland Impact Profile Impact R3 Ammons Property Scale: 1"=80' 0 40 80 Date: June 30, 2022 PROPOSED GRA VI TY /l ' SEWER OUTFALL _ l i �S-S� EXISTINGWETLANDS / EXISTING STREAM . �PROPOSED CITY OF RALEIGH ICENTERLINE \ \� \ UNITARY SEWER EASEMENT EXISTING WETLAND AREA TO \ BE PROTECTED ` N� . . . . . . . . . . . . / �. IMPA C T S2 00 . . . . . . . . . . .\. EXISTING WETLAND AREA TO BE PROTECTED �/ 1... {..........� .... .. . . . . . ... . . . . . . . . . . . . . `. . . . . . . . . \ �. �..... ..... ..... ..\ ........ 30' NEUSE RIVER RIPARIAN / I BUFFER ZONE 1 (TYP) _ �. . . . . . . . . . . . . . . . . .1�-�� STORM WATER I 20' NEUSE RIVER RIPARIAN / BMP BUFFER ZONE 2 (TYP) \ / �........... .. , /.. ...... ..... ..../ �. . ......................... $,MCIQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S2 0 25 so Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 17DI 285 285 280 z QN �N _z Q� N �' Ca z z 280 Z Q— QN 275 i EXISTING GRADE (PER GIS CONTOUR DATA) 275 I I I/ 01 270 I ' 270 -EWER Tr 1-1,411F d OF CO R MIN MUM 3' A ONG LENGTH 0 265 BYFFER ROSSIN 265 260 260 255 255 250 250 M co 00 u') n u') O vi ai O N ui N N N N N N N 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 v,McIQMCREED 1730 Varsity Drive, Suite 500 Wetland Impact Profile Impact S2 Scale: 1"=50' 0 25 50 Raleigh, North Carolina 27606 O: 919.233.8091 F: 919.233.8031 Date: June 30, 2022 Ammons Property - PROPOSED GRA Vl TY SEWER OUTFALL — �� \ PROPOSED Cl OF RALEIGH EXISTING STREAM . . . ` \ SANITARY SEWEI�,,EASEMEN T CENTERLINE . . \ / . . \ \ _._.-.�::. .�. IMPACT S3 ` .� . .......... % . . . . \ ' ... . . . . . . . . . . . . EXISTING WETLAND AREA TO �. BE PROTECTED EXISTING . . . . . . . . . . .\ ` . . . . . . . . . . . . . .WETLANDS . . . . . . . . . . . . . . . I ......... ...%..; . . . . . . . . . . . . . . . . . . . . ---. .. . . . . . . ��. .`.. . . . . . . . . . . .� — — �-- \.......... ..... .......\ \..� .. . i \... 30' NEUSE RIVER RIPARIAN . . BUFFER ZONE 1 (TYP) j .. \ �.f I20' NEUSE RIVER RIPARIAN BUFFER ZONE 2 (TYP) \ \ v,MqQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S3 0 25 so Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 X ' \ EXISTING EMBANKMENT \ \ EXISTING / / PROPOSED CITY OF RALEIGH POND / / // �'( SANITARY SEWER EASEME T PROPOSED SEWER FORCE MAIN PROPOSED GRA VI TY J SEWER OUTFALL . . . EXISTING STREAM J CENTERLINE \ FM -� �...:.�....... .. • ..... .... EXISTING WETLAND AREA TO \ %� \ BE PROTECTED` �\ EXISTING , , . . . WETLANDS . . . . . . . . . . . . . . �. .. `. . . . . . . . . IMPACT S4 ` �. EXISTING WETLAND AREA TO \ ^ �_ BE PROTECTED \ \ PROPOSE CITY �. SANITARY .�E SENIENT \� PROPOSED GRAOTY / I \ SEWER 0FALL \\\\\\ \� \. ' 30' NEUSE RIVER RIPARIAN / \ BUFFER ZONE 1 (TYP) \ \ STORMWATER \\\\\\\� NI M\\ \ 20' NEUSE RIVER RIPARIAN BMP BUFFER ZONE 2 (TYP) \ \ \ \ v,MqQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S4 0 25 so Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 17Ri 245 240 N LQ LQ Q � N Qr I I i 235 I I 00, EXISTING GRADE 230 (PER CIS CONTOUR DA TA) SE R TO hAVE A MINIM OM 3' OF COVER 225 ALONG LENG TH OF BU ER CROSSING 4 220 215 4 210 0 M 0 0 0 0 0 00 N M M M M M M M M M N N N N N N N N N 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13 Wetland Impact Profile Scale: 1"=50' v,McIQM&CREED Impact S4 0 25 50 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 A Wetland Impact Map Scale: 1"=50' 173OVarsity Drive, 8uitv5O0 Raleigh, North Carolina 276O6 Date: 0:919233.8091 v:919233.8O31 Ammons l,rotl« �r�|uoc3U" 2022 | | Property |� | y� v,MCKN4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 0:919.233.8091 F:919.233.8031 \ ` . . EXISTING . _ � _ .WETLANDS ..................... I 30' NEUSE RIVER RIPARIAN I BUFFER ZONE 1 (TYP) I 20' NEUSE RISER RIPARIAN BUFFER ZONE 2 (TYP) I.. ................................... Wetland Impact Map Scale: 1"=50' Impact S6 0 25 50 Date: Ammons Property June 30, 2022 240 240 7 235 23O PC QW QW KN KN Q: a QW K� PC A QW KN 235 W � (P£R CRAD£ DATA) 23O £XISTNG GIS CONTOUR 225 225 220 COVER i 220 MINIMUM 3' OF 215 ALONG BUFFER LENG7Y 7SING OF 215 210 210 205 205 200 200 O �qby �UNp1 � N N� �7aOj �p N N N N N N N N N N N 9 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 v,McIQM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 O: 919.233.8091 F: 919.233.8031 Wetland Impact Profile Impact S6 Scale: 1"=80' 0 40 80 Date: June 30, 2022 Ammons Property / PROPOSED CRANTY SEWER DU7F4LL / r / . S TORMNA TIER 1 BMp / l l PROPOSED GRAOTY SEWER OUTFACE A —.� /.... �.............................. PROPOSED CITY OF RALEIGH SANITARY'SEWER EASEMENT --- i / . �:...�...-:...:...:... / _ EXISTING . EXISTING WETLAND AREA TO % WETLANDS / . . BE PROTECTED, � �. / �.. / . ....f .... /.. :...:..., ... �. .. - IMPACT 58 ... �. .: .: . / �.. ....:...:...: , .. ,......:.. . ................,........ (' ...:..... ............... ............. ..........., i. ..................... .. .. /.r. . �.. ./ . . . . . . . . . . . . . . . ' . / ! . 20' NEUSE RIVER RIPARIAN �. . . . . BUFFER ZONE 2 (TYP) ..... .............. .......... ......... / . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . JO' NEUSE RIVER RIPARIAN / . . . . . . EXISTING STREAM . . . . / . . BUFFER ZONE 1 (TYP) /. . . . . . . . . . . . . . . . . . . . . CENTERLINE . . . . J . . . . . . . . . . . . . . . . . . . . . . I. i. . . . . . . . . .. �. �. /. -. v,MCIQMCREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S8 0 25 so Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 /I STORM WA TER / BMP PROPOSED GRAVITY _ /EXISTING WETLAND AREA TO I _ _ _ — — — _ SEWER OUTFACE BE PROTECTED _ — .. .. .................\.. — —sS— /. ........ .. _ SS . . - -PRO7OSED CITY OF-RALEIGH--. 7, Sr VhTAR -SEWER EASEMENT - .............................�/. . /I. .. . . I / ;�„� .. . .SS . . . / . . . . ..-. ..� . / i : EXISTING . /MPA C T 59 A04 00 / /. . .. . . . . . . . WETLANDS . . . . . . . / . . . . . . . . ..............................-...... ./. .ram.-.-. ._._. ..... i.� . . . . ... . . . . . / ...... v000 n: .:.'.... := := .. . .... j.. -0< .. .: .. ...' .. ..' . .. .. / . . �. . .. .. .. .. .. . . .1-01 . . . _ . . . . . . 20' NEUSE RIVER RIPARIAN ."00 . . . . . . — BUFFER ZONE 2 (TYP) EXISTING STREAM i _CENTERLINE 30' NEUSE RIVER RIPARIAN BUFFER ZONE 1 (TYP) '1100<- v,MgIQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S9 0 25 50 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 / EXISTING STREAM / CENTERLINE ' / I �. EXISTING WETLAND AREA TO / BE PROTECTED / / \ ♦♦ ,�/� PROPOSED GRA VI TY / SEWER OUTFALL / I. . . . . . . . / \STORMWA TER BMP / 1 ...Ss ... . ............ ... - 2 / /. ��. ; - %. . . . . . . . . . . . . . . . ` / :ROPOSED CITY OF &ALEIG.H - . . . . . . . . — EXISTING ` 'C SANITARY-SEEASEMENT . . . . . . . .... . WETLANDS . . .. ♦. IMPACT S l O . . . . . . . . . . . . ........... ......................�- --......... ................. .... . . . . . . . . . . . . . . . �. . . . . . . . . . ✓. �� j . .. - 20' NEUSE RIVER RIPARIAN . . . . . . � . . . . . . . . . . . . . �. . BUFFER ZONE 2 (TYP) �.i................. .... - . . . 30' NEUSE RIVER RIPARIAN BUFFER ZONE 1 (TYPE - / . . . . . . EXISTING STREAM CENTERLINE v,MCIQMCREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S10 0 25 50 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 265 m m m m C9j 260 Q� Q� W Qu QLQ I PROPOSED 255 I GRADE EXISTING GRADE (PER GIS CONTOUR DATA) 250 SEWER TO H VE A MINIM 3' OF COVER ALONG LENG H OF 245 BUFFER CRO SING 240 4 235 N 0) o N N 0 0-) CD N N 0-) N N N N N O-) co N N rn 00 0) Ln N N N N N N N LO N9) N N N N N N N N N N N N N 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13 Wetland Impact Profile Scale: 1"=50' v,McIQMCREED Impact S10 0 25 50 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 STORM WA TER BMP SEWER OUTFALL ^'-~ ,=~v~~,+^"'°�~ North Carolina 276O6 Date: 0:919233.8091 D:919233.8O31 Ammons Property |uoC3U 2022 EXISTING STREAM CENTERLINE -,x . . . . . . . . . . . . . . . . . . ................ ....................... . . . . . . . . EXISTING �/- - WETLANDS . . . . -77- . . . . . . . . . . . . . . . . . . . EXISTING WETLAND AREA TO BE PROTECTED PROPOSED GRA OTY SEWER OUTFALL PROPOSED CITY OF RALEIGH SANITARY SEWER EASEMENT, ............. — — — — — — — — — — . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IMPACT S12 ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING . . . . . . . . . . . . . . . . . . . . . . . WETLANDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .......... .......... ........... EXISTING WETLAND AREA TO . . . . BE PROTECTED .......... — x .. . . . . . . . . . . . . . . . . . . . . . . . . . . 1--,' 20' NEUSE RIVER RIPARIAN.'.'.'. BUFFER ZONE 2 (TYP) . . . . . . . . JO' NEUSE RIVER RIPARIAN . . . . . ♦ BUFFER ZONE 1 (TYP) . ... . . . . . . . . . . . . . ...... . . .. . . . . . . . . EXISTING STREAM CENTERLINE Wetland Impact Map Scale: 1"=50' *1$-��,NjqKIM&CREED 77=J=L-.� 1730 Varsity Drive, Suite 500 Impact S12 0 25 50 Raleigh, North Carolina 27606 Date: 0: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 \ \ EXISTING STREAM \ CENTERLINE / . . EXISTING . . l . / . . .WETLANDS. l . \% /� . �. . . . . . . . . . . . / STORM WA TER / EXISTING WETLAND AREA TO. BMP BE PROTECTED . . . . . . . . % \f .mot'. � . . . . . . .�. , i� . . . . . . . . i / Z.� ...... �xs . . . . . . �....... .........../ _ PROPOSED GRAOTY SEWER OUTFALL EXISTING '�� WETLANDS- SS EXISTING WETLAND AREA TO BE PROTECTED \ \ PROPOSED CITY OF RALEIGH IMPA C T S 13 - .. .. SANITARY_SE_WER EASEMENT EXISTING STREAM CENTERLINE / % 20' NEUSE RIVER RIPARIAN. BUFFER ZONE 2 (TYP) ".0 -% ♦ \ I... � 30' NEUSE RIVER RIPARIAN � BUFFER ZONE 1 (TYP) v,MgIQM&CREED Wetland Impact Map Scale: 1"=50' 1730 Varsity Drive, Suite 500 Impact S13 0 25 50 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022 275 275 � � � � 270 m m m m 270 Q QL 265 265 ' I ' I EXISTING GRADE (PER GIS CONTOUR DATA) 260 I 260 255 HWER TO HAVE A 255 ALONGLENGTHOF BUFFER CROSSING 250 0 250 245 245 240 240 Ln O Ln � � �D Ln Lu Ln 00 Ln 00 LO DO Ln LO 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 Wetland Impact Profile Scale: 1"=50' v,McIQMCREED Impact S13 0 25 50 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Date: O: 919.233.8091 F: 919.233.8031 Ammons Property June 30, 2022