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Home My WebLink About20220079 Ver 1_217005-Rinehardt - BW USACE Exhibits - 2022-03-02_20220314SCALE N.T.S. 1-' '' y✓"v� - TRIBUTARY 135 LF WETLAND "E" 0.0104 AC EXISTING 100 YEAR EXISTING 500 YEARFLOOD PLAIN FLOOD PLAINT 1 SURVEYED CREEK CENTERLINE JURISDICTIONAL JURISDICTIONAL -- s FOND CCC - 1.217 AC ,� a JURISDICTIONALND - - — - TRIBUTARY 'J"-38 LF WETLA ANDC/CC C/CC - 1.682 AC PROPOSED OFF SITE SEWER EXTENSION 1 ' 'J .JURISDICTIONAL JURISDICTIONAL WETLAND K"-0.0039 AC \ EASEMENT , ,/ PROPOSED OFF SITE SEWER JURISDICTIONAL /l, - TRIBUTARY "N" - 173 LF NON 404 JURISDICTIONAL l i 4I i CONNECTION POINT (WITHIN WETLAND"M"-0.0002 AC PR SEWER ESMT) - WETLAND"C-0.0168 AC I JURISDICIONAL WETLAND B/BB - 0.165 AC 81 mil S `b Y, s s 9 aB711i S 0 °e e> S i e° a ; 3 ® S JURISDIJZONAL TRIBUTARY A - 836 LF SURVEYED 1E i CREEK CENTERLINE 1 x I RIT \ . 60 Pueuc RDRpgD - - — RIGHT OF WAY \ I RINEHARROAD , — -- v 60' PUBLIC RIGtG HT OF i - GB Y� EXISTING 100 YEAR L FLOOD PLAIN JURISDICTIONAL a- �(�� TRIBUTARY "O"-529LF - ��- S 0 250 500 1000 \ \ GRAPHIC SCALE 1"=500 FT. E OQo� _�--2 4 AM w O �i �o ~ e 0 N Z O ca Z H Q� X �> 06 w e > =go W : i a� Q N REVISIONS: �hACO2R W110 l NORTH ARROW a JURISDICTIONAL POND CCC - 1.217 AC e JURISDICTIONAL CROSS ) / .� WETLAND C/CC - 1.682 AC SECTION 8 (SL8) _ _ -JURISDICTIONAL 695 SF PERMANENT "A" TRIBUTARY A 836 LF STREAM IMPACT \� •' H W 1 ♦ III I '`'•i•I�I,�.i• `��•'••. „� ••""�� ..•• �� 120 LF OF 36" RCP •, %; 126 LF OF PERMANENT STREAM" " IMPACT / :IIIIIIIII TEMPORARY STREAM •••. -•'"� "A" IMPACT - 80 SF �J (TO BE REPAIRED) / TEMPORARY WETLAND "A" IMPACT - 208 SF _� JURISDICTIONAL (CONTRACTOR TO REMOVE 6-12" OF TOP SOIL IN DISTURBED AREA. TOP WETLAND B/BB - 0.165 AC / SOIL TO BE PLACED ON FABRIC AND f- / URISDICTIONAL, f REPLACED UPON COMPLETION) TRIBUTARY A - 836 LF WETLAND "C" IMPACT 1'�- 3,209 SF - 0.073 AC TOTAL STREAM "A" LF PERMANENT IMPACT = 126 LF - 695 SF x —� TOTAL WETLAND "C/CC" SF / AC PERMANENT IMPACT = 3,209 SF - 0.073 AC r 0 20 40 80 GRAPHIC SCALE 1"=40 FT. RINEHARDT SUBDIVISION �+• 40SCALE HensonFoley w STREAM "A" IMPACT DATE: 11 -9-2020 Landscape Architecture I Civil Engineering U 121 Gilead Road, Huntersville NC 28078 p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com PLAN FILE: 217005 Q 845 845 84C 340 PROPOSED GRADE PROPOSED GRADE 3:1 ROAD TIE OUT SLOPE 3:1 ROAD TIE OUT SLOPE 83 35 83 120 LF OF 36" RCP - 0.8%SLOPE 30 HW 1 INV OUT:829.20 (HW 2) INV HW 2 IN:828.20 (HW 1) STA=1+33.76 EG ELEV= 830.00 STA=0+12.45 EG ELEV= 829.00 EXISTING GRADE 82 PIPE TO BE SUMPED BY 8" 25 O O N CO 01 0` O CO CO 000 CO Co LU b b b b b LU LU IL LU ILL. 0+00 0+50 1+00 1+50 AMENITY CREEK CROSSING PROFILE - 1" = 40' PROPOSED GRADE 81 EXISTING CREEK TOB $L-8 (CREEK MEANDERS AWAY FROM PIPE CENTERLINE) EXISTING GRADE �+• RINEHARDT SUBDIVISION 40SCALE N HensonFoley w STREAM "A" IMPACT DATE: 11 -9-2020 Landscape Architecture I Civil Engineering 121 Gilead Road, Huntersville NC 28078 p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com PROFILE U Q FILE: 217005 PVI STA: 3+00.00 PVI ELEV: 840.22 K: 30.00 LVC: 28.5.00 O n 00 N V a` V O Cl) V m N O N O 11� m O V m 'i IO O� O 7 I O N O Co h 'O O V Cl) O, M 00 V O V) V � V V V m V N V m V V 00 m 00 00 00 00 00 00 Co 00 00 00 Co 00 W LL W LL W LL W LL W LL W LL W LL 1+50 2+00 2+50 3+00 3+50 4+00 4+50 AMENITY DRIVEWAY ALT PROFILE - 1" = 40' H - 1" = 4' V �+• RINEHARDT SUBDIVISION SCALE: HensonFoley STREAM "A" DRIVEWAY DATE: 11-92020 w Landscape Architecture I Civil Engineering U 121 Gilead Road, Huntersville NC 28078 PROFILE FILE: 217005 p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com Q W N E 5 NORTH ARROW TOTAL WETLAND "K" SF / AC PERMANENT IMPACT = 170 SF - 0.0039 AC PROPOSED IERT EWER MAIN - EXISTING CU PIPE I _ / JURISDICTIONAL TRIBUTARY "J" - 38 LF l + 1 &oo •1-1`.I •.,.••'•' \WETLAND JURISDICT NAL "K" - C. 39 AC JURISDICTIONAL °o TRIBUTARY J // "REEDS CREEK" - 3,200 LF ;\ I 1 I CROSS WETLAND "K" PERMANENT ♦�' J SECTION 7 (SL7) IMPACT 2 - 170 SF - 0.0039 AC C 1\ 1 � + I + + I I + + + RINEHARDT SUBDIVISION 40SCALE X DATE: 11 -9-2020 H e nso n Fo I ey Landscape Architecture I Civil Engineering WETLAND 1 1 I C/ \ 1 1 IMPACT (L� `-' 121 Gilead Road, Huntersville NC 28078 p:704.875.1615f: 704.875.0959 1 www.hensonfoley.com FILE:217005 Q S L-7 PROPOSE[ RINEHARDT SUBDIVISION 40SCALE X H e n s o n F o I ey DATE:,,-9 �020 Landscape Architecture I Civil Engineering WETLAND 1 1 I C/ \ 1 1 SECTIONS (wU 121 Gilead Road, Huntersville NC 28078 FLE:217005 p:704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com Q +00 7+00 8+00 CROSS \-SECTION 3 (SL3) \\ M CROSS M SECTION 4 (SL4) ) Z NON 404 JURISDICTIONAL \1 \ WETLAND "L" PERMANENT IMPACT \ 730 SF - 0.0168 AC CROSS SECTIOIN 5 (SL5) \ \\ 844 CROSS SECTION 6 (SL6) �I TOTAL WETLAND " L" SF PERMANENT IMPACT = 730 SF - 0.0168 AC � � 8 NORTH ARROW 0 20 40 80 GRAPHIC SCALE 1"=40 FT. RINEHARDT SUBDIVISION 40SCALE X HensonFoley NON 404 JURISDICTIONAL DATE: 11 -9-2020 w Landscape Architecture I Civil Engineering 121 Gilead Road. Hville NC 28078 WETLAND 1 1 L 1 1 v p:704.875.1615f: 1 704.875.0959 0959 1 vvww.hensonfoley.com FILE: 217005 Q SL-3 SL 44 0 1 0 84 40 84 40 PROPOSED GRADE PROPOSED FGRAFDE TOP OF BANK TOP OF BANK 83 30 83 30 82 20 82 20 81 10 81 10 EXISTING GRADE EXISTING GRADE 80 00 800 00 -0 I 0 S L-5 S L-6 0 13 84 40 PROPOSED GRADE 83 30 TOP OF BANK 82 20 81 10 EXISTING GRADE 800 800 84 PROPOSED GRADE 40 TOP OF BANK 83 30 82 20 81 10 EXISTING GRADE 805 05 o M RINEHARDT SUBDIVISION 40SCALE HensonFoley NON 404 JURISDICTIONAL DATE: 11 -9-2020 w Landscape Architecture I Civil Engineering 121 Gilead Road. Hille NC 28078 WETLAND " L" SECTION S FILE: 217005 Q p:704.875.1615f: 1 704.875.0959 0959 1 vvww.hensonfoley.com E w�o - E ma ivai�r 'LU l./ Z Z O Q /_ Y v) Q � 0 O 0LU LLI o U Q REVISIONS: AC31