The URL can be used to link to this page

Home My WebLink About20201211 Ver 1_More Info Received_20201218Moore, Andrew W From: Joel Lenk <jlenk@quible.com> Sent: Friday, December 18, 2020 10:59 AM To: Moore, Andrew W Cc: Fuemmeler, Amanda J CIV (USA); Leslie, Andrea J Subject: [External] RE: Request for Additional Information, MBA McKinney/Sunbelt, Sweeten Creek, Buncombe County (DWR Project #20201211) Attachments: P20005-MB McKinney Sunbelt Drawing Set 20201217rfsrfs.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Andrew, Please find attached a revised plan set that includes the reduction of culvert proposed in the UT to Sweeten Creek (Sheets 3 & 8). Additionally is has been confirmed that a Nationwide 18 will be used to permit the referenced culvert impacts. Please let me know if I can provide any additional information. Thank you, Joel Lenk, P.G. WNC Office Manager Quible & Associates, P.C. 90 Church Street, Suite B Black Mountain, NC 28711 t 828.280.8375 www.auible.com LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. From: Moore, Andrew W <andrew.w.moore@ncdenr.gov> Sent: Tuesday, December 8, 2020 10:49 AM To: Joel Lenk <jlenk@quible.com> Cc: Fuemmeler, Amanda J CIV (USA) <Amanda.Jones@usace.army.mil>; Leslie, Andrea J <andrea.leslie@ncwildlife.org> Subject: Request for Additional Information, MBA McKinney/Sunbelt, Sweeten Creek, Buncombe County (DWR Project #20201211) Joel, On November 19, 2020, the Division of Water Resources (Division) receiver your application requesting a 401 Water Quality Certification from the Division for the subject project. The Division has determined that your application is incomplete and cannot be processed. The application is on -hold until all of the following information is received: 1. During a site visit conducted December 7, 2020, it was discussed and determined that a portion of the culvert proposed to be installed on the unnamed tributary of Sweeten Creek could be avoided. Please provide updated plans reflecting the reduction in impacts. [15A NCAC 02H .0502(a)(9) and 15A NCAC 02H .0506(b)(2)] 2. Please confer with the US Army Corps of Engineers to determine the appropriate permit the proposed culvert impacts may be verified under and notify the Division of the determination. [15A NCAC 02H .0501(b)(2)] Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested information for the proper consideration of the application. If all of the requested information is not received by January 13, 2020, the Division will be unable to approve the application and it will be denied as incomplete. The denial of this project will necessitate reapplication to the Division for approval, including a complete application package and the appropriate fee. Feel free to contact me if you have any questions. Andrew W. Moore, PG Environmental Specialist II —Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources 828 296 4684 office email: And rew.W.Moore(aDncdenr.aov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 0 > 0 r, n It 0 N 11 0 E If 0 . w 0 0 m I 0 0 0 N 3- 11 .3 W I In . IS I n o 0 o N IL ll N O 0 LEGEND SUBJECT DEED LINE (NOT SURVEYED) ADJOINER'S DEED LINE (NOT SURVEYED) — — — RIGHT-OF-WAY LINE - - - - EASEMENT LINE ' SWEETEN CREEK INVERT/THALWEG - - - - EDGE OF STREAM - C/L STORM DITCH - -SS— SANITARY SEWER LINE - -P— OVERHEAD UTILITY LINE MARKED UNDERGROUND ELECTRIC LINE (LOCATION APPROXIMATE) 0- ELECTRIC WIRE FENCELINE - - -x— CHAIN LINK FENCELINE - — — FEMA FLOOD ZONE AE FLOODWAY FEMA 100YR INUNDATION BOUNDARY FLOOD ZONE AE 1% ANNUAL CHANCE FEMA 500YR INUNDATION BOUNDARY FLOOD ZONE X 0.2% ANNUAL CHANCE - — FEMA CROSS SECTION LINE - - - - 5' MAJOR CONTOUR LINE - - - - - - 1' MINOR CONTOUR LINE 4 4 STREAM DATA CROSS SECTION =11 m - STORM PIPE z z BLOCK WALL 0 GRAVEL AREA CONCRETE AREA grjgM RIP -RAP AREA ASPHALT AREA SANDBAR AREA [ _ ] EXISTING BUILDING AREA MAJOR STREAM BANK EROSION AREA ffI TOE OF BANK EROSION AREA ® STREAM POOL AREA EXISTING IRON REBAR (EIR) EXISTING IRON PIPE (EIP) EXISTING CONCRETE R/W MONUMENT (MON) C.S.D. TRAVERSE STATION (TP) SANITARY SEWER MANHOLE (SMH) SANITARY SEWER CLEAN -OUT (CC) FIRE HYDRANT UTILITY POLE LIGHT POLE GUY LINE ELECTRIC STRUCTURE AS NOTED BUILDING SUPPORT SIGN DROP INLET X SPOT ELEVATION DECIDUOS TREE CONFEROUS TREE BOULDER NOTE: THIS DOCUMENT IS PRELIMINARY _ INOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFO ATION SHOWN ON THIS D.1T NHL\E °_ _� \ NOTES: CURRENT OWNER: MBA MCKINNEY PROPERTIES I LTD PO BOX 7008 WACO, TEXAS 76714 1. PROPERTY INFORMATION: PI N S: 9 6 57 - 34- 5570- 00000 ADDRESS: 141 SWEETEN CREEK ROAD ASHEVILLE, NORTH CAROLINA 28803 2. SUBJECT REFERENCES: DB 3093 PG 0640, PC OPVT, SL OPVT 3.BOUNDARY SHOWN IS BASED ON COUNTY TAX PARCEL DATA. 4. PHYSICAL AND TOPOGRAPHIC INFORMATION SHOWN IS BASED ON SURVEY DATA RECEIVED BY WES COLE LAND SURVEYING, PA VIA EMAIL DATED 07/07/20 WITH FILE NAME 20-092-7-7-20.dwg. ADDITIONAL TOPOGRAPHIC INFORMATION OUTSIDE PROJECT AREA IS BASED ON QL2 LIDAR. 5. PARCEL LINES HAVE BEEN IMPORTED FROM DATA DOWNLOADED FROM BUNCOMBE COUNTY GIS. NO BOUNDARY WORK HAS BEEN PERFORMED. 6. PROPERTY IS LOCATED IN NFIP FLOOD ZONE AE & X AND SUBJECT TO CHANGES. BASED ON COMMUNITY CID NO. 370032; PANEL 9657; SUFFIX J. (MAP NUMBER 3700965700J) EFFECTIVE DATE: 1/6/2010. 7. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH. 8. EXHIBIT PROVIDED FOR STREAMBANK RESTORATION, AND CULVERT, BASIN & CHANNEL SIZING ONLY. INTER5TATE 40 ROe�RTS L / / �QU� -rap ZL_�E SL YCKIlCJKt I_ I -s IRE VICINITY MAP ASHEVILLE ' I N.T.S. .a, '\° _. -, _ o\ °\° \\ DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SU JECT TO ANY REQUIREMENTS I I D I / I I � \°\°� -_ \\ BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY m — — � __ \ ' FLOOD ZONE X 0.2% I J_ I— / I \ \ \\ QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE HE ACCURACY OR THE ANNUAL CHANCE Q Q I � \ °\° COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE / - \°\° I FOR ANY ERROR OR OMISSION OR ANY LOSSES OR bAMAGES RESULTING FROM THE / , � / I I W I I I \ \ USE OF THIS INFORMATION. - g - � I 0 1 1 �"I-, /I I \ I I I I F — — — I I I I ZONE X I 1 I I— — \I I z 0 z 0 J D m ,--, _jQ Q U a- W O U \ I °,° \ � I \ -- \ / \ \, NF - ZONE X ZONE X / � � �' \ 00 O (Wj m o U, � z(D W� U • 0 S N 0) o � J Z Z- `OV T Z O IT In ® Q >- :x - "!m W M 00 d U W J 11) * Z m Ul S Z m o O Z I- K�v,, U Z F < :D CNN VJ J W Q� 4 ()- OJ L 0-0 rnmdi,o W Ill O m o I- WMI • U U (' L� Z - m E O * J O n I" " o N _ cp � ro ®GO( * az D z > 300't6 xZ 0oo- , ZW w��a;a W Z I- O N V \ W O 0 <a v o Z_ 0� Z acne.)-, In QY Z Z Z W W U - N m (�03 o i E 0 'o Iv L o 000-dW o ,� >_ In ar n o wQo J n z U - p D d� N Z O J Z Z z N v) a- D H W I] w LJ 0 ,� O Wu) U O U 0 W c\I F- wLJ0 z�(In IZD W Q W OU¢ -Qoo o O U 1 0= m H r Z W O W OU } w �N cn-- zmw omw n N �� o wo��w �`>� a za�m �w �o zm )_3S ��3om Uaao�zoo= O W Uw0 O(W/1p W (wj�UOp U _ m omQ cno75m<LLI gig zm z ILLI cn -0< m �=z o0 / I I I� I /I z \� Ln FLOOD ZONE AE I / 1 I i 1 I ` z N.C. GRID NAD es (2011) / 1% ANNUAL CHANCE I L\ J D � � o I FLOOD ZONE)( m 1 � > I � \ FLOOD ZONE X w ANNUAL I Q Q 0.2% ANNUAL / \ � J \ Lr I ' I o.2% / CHANCE / I U 0- 1 I \ CHANCE I II I I � 1 � — W 1 — � 2N\ I I o 1 I \\ �y WL� I I a U �t I I >-w �— — — —- I �`\I-. m o I I I o w 1 (� U �\ 0 FLOOD ZONE AE a v 1 I U o a m I J 1% ANNUAL CHANCELjj ZNUj cn C,' \ Na � / I FLOOD ZO CHANCE z - V,2' o o I 00 0 � It .ap - ' r*z > co 0 If -�-°' 1%ANNUAL I I o� �a D Xm _t_to -/A ono' � I / S l � W LL 006 W � 00 o o N �� co w/ ` — / I O Q0 ^ o ZJ I 0NN~ � \ 1 /' \ I I N o _ _ _ - °�_ I I �z zX� w �'��I > o oD , =Nzzo/ o \Q ��'jZ �-11 \� � 77 o , �} � / I W ♦-7 ��W Q ONLLi J J HW O `% Q Q V I Ln 0_ZZZ —�,� t� °—= , ° '- S v - ! I I ...)0 W w c� X w 3 3 �' a V V. t7 _ - - - - �,-\2055- - -FLOOD ZONE AE oz a I Q a � IC V = _ -. ' °- ,4" DIP (A) c� _ _ I s a I. U o _ > Q � - 1 ELECTR _ __ - �,`_� ° i I a - - _ = RAp _ _ FLOODWAY - 1 .� D a , w� o c� - / j - 0 W 0 . / - I N a V NKEx4 �� o- - °- ,_° A SS+ s' I 0 9b01'c � ~ � v V I z I '; ` _.o °j zo - /� B � — r -_ _ �— i— 6� i, /� _ R\P _ _ / , \ \ \ �—\ \ % �i II rItIr o C} ' �' ' .� W(�� _ • _ i I Y — — ` � ��-I _�_�_ _ _. ° E-°� �Ti'o-w° n `('i R(�P_ _ _- 't' \ \ \_ I — — — — _L — — — - Ln _- W d' �J •Q d p . I— _2 = - m 00 � m- I O - '°_O� 0 N' ° II-c ° ° a n ° n ° ¢ ° ` � �/ - _ _ ' - i - - tI �'LLJ "z x-II, o o D \a \ - - - - - ._ - - - I _ - - - - J I ° ° �° x, �, ¢� OSOZ = - _ 2� c� -_ ; _ _ '- _ a _ I I N - `p�1 w c m - ♦ . No J _ - - - �� - - - � ° _ - ° - __ °- -°- -°-° ° GA ° - bu DBAR - - - - - - -- '� s`-/a - - - - ' w- S5c_ - _! •� "-- --" - N 1 ` 0 — Ir J � _— _ _ o o SA j ��y� �?O 1 N. � i 30' COMMON I d ` • `' w _ ,-°-°-°-�_ °l ° -° T° ° °� ° ° ° •. \ -\ '`, '° _ _ _ - _ _ _ o ;% > _' - D R I VE WA Y PER D B � ~ -- ��- _ _ � . --_--°-°-°- - -- '-°-° �1-°-°-_ } _ � - - - - - - - - - _ _ _ - - �20 \ - ,� - �- ° ° ° L\ _\ \ \ \�m •.� . \ \� - - - - - - �' - - _ _ Rpp' �, I N' �/ - X & DB 5318 PG 1468 FLOODWAY ? ! I _ _ - - - - - - - ' , : ` - - - - - - - - - - o zo m ZONE AE- a- _ _ - _� N o - - _ _ 3, N �, , ;' R\P �- i '� _ ♦ �� _ _ -� - �;' =- - -_-'�, , - ',FLOOD ZONE AE 1/=''j�65• a N 11 - - _ - - - - - - - - - - - - - - - - - - N \ n N \ LOOD WAY _N 3 - - - - _U _ - ' ' RPP `, _ _ - - =�_ -� "y" � ,; 1% ANNUAL - _ '� i 2 � ! I Y �, - , _I - - _ _ _ _ ' �. `-r`.� - _ _ 0o F F\ OOD ' - - _ _ _ - - - - - - ; . - , j r'i - - - - _/ - - • _ �"` -~ ' ,-, ,' ♦ - _ / _ _ / CHANCE - - , ' i FLOOD ZONE X 0 I '`_ - 0-yo :. � -' �- WO_' --- WO_ - -� c , \ - \I ,_____-_-5='� _ ---�` 'I' l'`� ' -/ n �'�' /, _j- >N - -;---------- -- - -'---__--- _ -_ i -- _r-=-_-- _ --- , ' / -' - /---- / _�_- , 0.2%ANNUAL - _ _ _ - - - - - - - - ' - 0' �' .- �, - ''-� - - - - U', SS�Z _ , /- +/' - � CHANCE Z \ \ \ e _ - - - - _ � _ � �-. �.2p5 \- '� \W ii¢--- '`tior-o� _-��__--------- �!ZI�,�h - -,4- -mom - -IIIIIIIIIIII p ft_�,�_011_1 - - - >,� \ -_-' '' Li-- "�-- / X .. 11` �'_ ' - - - - - - - - - - - ,' y, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \_ \ S. ;,_ \ _� .. pSol - - ! �\ - _ 1 11 I 1 I,I , . , - 0 - ; _ _ I OSOZ- - - _ '` �t — - _ _ - - j 2_ ' _ , - - �� I N / a 0 f O I I M`� W Q- ' _ _ - - - - _ - - - - - - \- - - - - - - - _ - _ _ _ _ _ _ - -m'-_ _ _ _ _ _ �—_ -y \ .< — \ '1' 11, ,' i , N j / I / ZONE X v0 ~_ _ a'3 `K - ----- ------ _ ------ _ _ a- - - iZO�J ,' I ,�� ,�� yY,'� /,' ' Z /° � / ZN /� / g I . W _ �a3- - - - ,- - - - - `- — — — m — — — - - - - - - - - - -ONE pE - - - - - - , - -JQ�- - — - - ' z v~i w °' / ' \ - ' t I`' O �I /1, /, ' ''coh �- / Ln Lr 1 . _ c � o e FLOOD Z W AY - - - - - a _ _ - -z >_ _ _ _ ` - �W_E_ I- FI� ® �\ 1 �' _. ` , / ' / o _/ _ / I / I a . z� J� z _ FLOOD --- N---oJ-- t T � Z �o _ �'�% -`1' U�� ®/ / \ FLOOD ZONE AE 1% I `I • :I ::. . 'i N z �Lq - � N o (mj a 1 i _ m w zy g N - �\ III` # I ' , /1 ,' / /� / �,/ I / \ \ I k o n. /:- a I 00. _ ANNUAL CHANCE r. -I ' 'n 1% \"U �� O< , , // , / \ / I \ I 1•'`•�' :of\:-� '0N. LOOD ZONE NCE o; W J: �N:' :!'•:;. iWmW �w 'r '�\ �` -III �rr, , ''/ /, / NN / I I - �SSOZ:: co F NU AL. CH A _� o O �, �. ' I /, ' Li l / oc I > : % J a Ln W' Y 'w , N I: / �/ m Li I � 1 / 1 I Ib - �aa<n zo w 1 /,Of w' L,, w > '� 1 I / - I / a I z' > T r O I 0 -w I 1 /i �m� a a w / I � J a o , 1 / - J � I Z H I 0 t w � 1 a , U :::' ,,. , w I H. 1 <n / W , C; - a \ / fY d '- Z - 1 1 J J , I , / T.i.incoo,ob,bloco / W W � _ �-H O . a U . // n . l / / to Ili '�i IFi°� Ili `I�i I°Pi / N w / N I / o 0 .. m 1 00 600000 I Q H I \� - Z I 1 N N I W \ I N N N N N N N N W '/l ' M N 1 M 0_ O 1 1 z / - I cii Lto / s� - 5��31%3a / - 'X H 1 \ m m � m mmm� ^N I�r W - 0 O' , w z �iO�iV G�eO iOG ./l' .Z z , / LLI* * ri o �FL CHAN O. zao W I 1 3 J a: / w od 33 00 -z a - -.'.' - ANNU m( / , \i / N a- z Z 2/c '� .' .' O p . I i W '1 1 , 1 / I N NNNNN NNN t]� ''0•. '. .:. I: 1' I �� m `III ZO- �� .I 0U) = I I 1 I �NMwmm�mIN I N - m fn Q n FLOOD ZONE X m m <; m m o o _ -- . m o , / s 3 tb^ \ ' / 0.2% ANNUAL CHANCE rLL2 r r co r ,n rn N : . : : . : : . : O W I /\ / / 20 ^ o � - :; :� . ° 1A W 1`/ CO lV 1� 1V 17 IA,O 1V M,D / �, I I 1 I M N Lr : I op op ! I ..' '.'.............................. (p Muf u)u�uf Q N _ \ �/ ----- ^to �(� .'I'!'��•'/ NNNNNNNNNNNNNN ' ZC� I I I I I' PI / I` - co of > r. ' . . � 11�f� ttpp c�pp NN�� ,pp j __ W � J .1!! !. '/. . • M M M M M M � � .Nt �F '.F -J � W I I 1 1 I I /I _C /v �d \ .':' ':' ': r:'''':':':::':':' /V / -j a J . r• : : : : : : : : : : : : : : : ;•': :•: :•. .•: •. am 3<3m « o ti� I /f II i I' / �� 6 \ / f -/_� z w wU I / ONE.X . .'.:` moSW WO�mm W ✓ = m t Zn \ N / Z _ •' _� F r F F F m F z I I /I IU I I ''1 1 /\\ / ��j� 6L go \ O ID / j--- i .. :' z N I I/ I /Z I /� I I 1 / & �� > \ O i _ :'. :.:' '�. m V S d � Q I /Qy I� 1 I I In I = / — _ ' :2060� • �, I .. 1 ' // 1 I I 1 W. \ / co i ZONE X - - _ �I J — I / lZ [L O II j, ICi 1 I I Ln cn :I, NI I /� I l l %o 0 _ _ _ / _ — I I O I �I 4 / N , I 1 / \ — — - I;' / Cl — — — — .I III - -� I — \ . . . . . . . . . . . . . . . . . . . . ....... . . � . . . .... ....... . . . -7-j T t ./ W _ 1 U cow ri� — — — — I \ - _`_--- -� - _--"---m---.---�_ _ _ _ _ _ - - _ _ _ _ _ -• - / 17 In O ' , ' -O 1 0 O Q Cn NI _ _ I 1 III -13 O � J fY \ } -.__ - - _ - _-_- - Y--`-_-`-_-, : ��,.I N N IN IN ; '\"fjy I SO: 4N m 09 --- \ m a ,) �---'---"-- __ —590 - - - _ _ - - _ _ _ _ --�'_-_4 I P / o r-I I- =I a \ 0 \J �� \I COoo-_-�----z _-_ - � _---__-___-____--_-_-_----_- ---_' __ I_I / Nzzzz0 1 O�-I, a - I oo W -- .'.' ; Iq a tla ffff l (1q r _ r - = - - - - - _ - _��_ -�_ _ _ �+'�' z�-=- --- 2065 - +� / � � > > > > > •ti/ N I p i i �1 / w Know what's below. Call before you dig. L-III --_-�_ -___-----�-- --- Ln LrZZZZZ, / N WI ��_____ -_ _ - ---- _ _ - - -_ -----..._----_ _ I' >i ''� ` GRAPHIC SCALE _ —� _ _ �' - - - - - - _ _ - _ I -r *4� WEETE -�_ _ ---_ �l /'' 20' D ,Q' 2D' 4Q' S CREEK R — _ _� ~--i-� ——oco �- L� - 1 '' A D a VA�111111111RIABLE R AINTAINEp By A �� _7yMNos -�- � - t - - J,�\ \ \\\ RAW B W PER NCDOT PRO NCDO� 5 ... - 3�0 0 �i�. -- -_ ( IN FEET) OOK 2 PG 391 JECT #8.18433 . • . . •.I ... = �9 �Tz_ a - ° 3 z o\ 1 inch = 20 ft. (PUBLIC - -- ASP. NOTE g) 02 1 • 0�0 .OEM• � �`� ^ '!' - Y� - _ � M�-.---._ HALT) I y ; �. Ln Lr . _ _ - \ 0 z m A IMI Ih1MI 04) F-4 134 W/�� 064 0 134 �a r W z z W U _9I gnMM 1� • A z O U k W Q z J O q 0 Q U 0 z 04 �4 o W t-,, 14) W� z 'Iz U M O �W ) m :2 U W z 66 m z W a W, W rw J �1 J Ld = Cl) d' " O z O COMMISSION NO. P20005 DESIGNED BY JDL DRAWN BY QAT CHECKED BY JDL ISSUE DATE 12 17 20 01 SHEET NO. OF 8 s�EETs u7 w 0 u7 w u7 w 2060 BRIDGE DECK 2060 Ln ELEV :2059.00 04 O o O Qr- ZO m0 UN Z� 0� I.LJ o ZO O r� r � M o0 O Q� O� 0°r U O� oN w� O� 2056 0+ w+ o+ o+ U 0 Z o Z o0 a, 2056 � 0 (n 0 P: H— (n N O N 0 rh N L.� U) 0 O ZO N O (n 0 (n O N O N O NO O 2056 ((na L)ia U)< cn< o< U)< ( a 0a 2056 o� oF- OF 0� o� F- W(n QN N WN Q(n WU) af(n Q(n U U U g U U g Ld Ld LL1 LL- L� LL_ 2054 2054 2052 BANKFULL INDICATOR — I I 2052 STATION: 0+38.07 BANKFULL INDICATOR BANKFULL INDICATOR ELEV: 2051.00 —STATION: 20.STATION: 1+81.52 _ ELEV: 2050.15 15 ELEV: 2049.4040 PROPOSED _ 2050 FLOODPLAIN BENCH I I 2050 ELEV :2050.50 PROPOSED PROPOSED BANKFULL INDICATOR FLOODPLAIN BENCH FLOODPLAINPR BENCH .. STATION: 2+62.15 STIMATED BANKFULL ELEVATION ELEV :2049.99 /-EXISTING THALWEG ELEV: 2047.70 PROFILE ELEV :2049.65 PROPOSED • • _ 2046 FLOODPLAIN BENCH PROPOSED� _ 2048 ELEV :2048.90 FLOODPLAIN BENCH I — I PROPOSED ELEV :2048.33 PROPOSED PROPOSEDLOODPLAIN FLOODPLAIN BENCH FLOODPLAIN BENCH -PROPOSED THALWEG FLOODPLAIN BENCH ELEV :2046.16 ELEV :2045.94 2046 ELEV : 2047.20 — — — — 2046 UESIUN GADED FLOODPLAIN EL V :2045.41 2044 2044 0+00 0+50 NOTES: 1. BANKFULL INDICATORS WERE FLAGGED IN FIELD BY QUIBLE AND SURVEYED BY COLE SURVEY & DESIGN (07/07/20). 2. PROPOSED FLOODPLAIN BENCHES TO BE GRADED APPROXIMATELY 6" BELOW ESTIMATED BANKFULL ELEVATION IN MOST LOCATIONS. N 0 N 0 N 1+00 1+50 2+00 2+50 PROFILE OF SWEETEN CREEK (STATION 0+00 TO STATION 4+22) HORIZONTAL SCALE: 1 "= 10' VERTICAL SCALE: 1 "= 2' 3+00 3+50 4+00 4+22 00 O U m O * Z �� U • O S N 0 o u Z Z U) • Q -z w M 00 :n Q 'j �l U * Z m Cll 2� ,�.� o J Z U F- 0: � u O O z Z * a : N VY ai"c (/J J (n w a o E w, V/ � U W OJ L O a Qt 0] 0_ li O w z m E O J o N p U * Q Z 3 c� °p r � - 00 :a Z�2 YZ'�rn� W Z \� O N o W O 0 ¢ a Ln a % w Z Z z W W c3 `Ooo x E 7 0 L o v 00 0_ 0_ Li O �z n o wmo J n U �¢ -Qz z cz D 5i of m � O 0 d N Z O J Z 2 Z S N V7 d D Hwi�LL, W 0 � 1-)O U DL w 1 ww0 z�cnw��wa n� ¢ SEED S UVL� V0 OU �Q w nQ��om�zz �rz�mLd L, m vv) LL] = c D >, Z Q w w 0�o QWQ"Zo>-�Oo wZ LL, O Uw0 O wU�0 zZ 00 m0mcm<m�s cn a N O Lda LL, -1 I-- LL -1 O Q w Z 0 O d z 0 w w Q 0 0 Q z J O Q U A O Z Wo W� U �7- LLJ M o U J m m woo W .• m Ld J J_ Ld '2 V Q COMMISSION NO. P20005 DESIGNED BY JDL DRAWN BY OAT CHECKED BY JDL ISSUE DATE 12117120 SHEET NO. 5 OF 8 SHEETS `o T d 0 0 3 0 N O N C O O U 0 2 I m I 0 0 0 3 0 U) C Y U m 0 o N 0 N O O 2115.0' 2110.0' 2105.0' 2100.0' 2095.0' 2090.0' 2085.0' 2080.0' 2075.0' 2070.0' 2065.0' 2060.0' 2055.0' 2050.0' 2045.0' 2040.0' 2035.0' 2105.0' 2100.0' 2095.0' 2090.0' 2085.0' 2080.0' 2075.0' 2070.0' 2065.0' 2060.0' 2055.0' 2050.0' 2045.0' 2040.0 2035.0' 2105.0' 2100.0' 2095.0' 2090.0' 2085.0' 2080.0' 2075.0' 2070.0' 2065.0' 2060.0' 2055.0' 2050.0' 2045.0' 2040.0' 2035.0' 203C - -550.0 -500.0 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 FEMA 105 - CROSS SECTION NO. 1 (STA. 0+85.79) • 100YR BASE FLOOD ELEVATION m m m -------------------------- m--------------------------- m --------------------------- -------------------------- -------------------------- ---------------------- ------------------- I ---------- --------------- --------------------------- FEMA CROSS SECTION NO. 104 CALIBRATED FLOW FROM HEC-RAS MODEL: 1,270.0 CFS FEMA EFFECTIVE MODEL WATER SURFACE BFE*- 21057.45 PROPOSED WATER SURFACE BFE*- 2,057.11 &NNW --------------------------- ----------------- ----------------- m -------------------------- - ------ -- FEMA EFFECTIVE MODEL WATER SURFA�CE BFE*M-mi PROPOSED WATER SURFACE BFE* m M -500.0 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 FEMA 104 - CROSS SECTION NO. 2 STA. 2+08.35 100.0 150.0 200.0 250.0 300.0 • 100YR BASE FLOOD ELEVATION --------------------------- --------------------------- m ------ ------------ ------------- ----------------- -------------------------- �l ---------- I -------------- CROSS SECTION NO. 105 1FEMA PROPOSED WATER SURFACE BFE*: 2,057.02 -------------------------- ---------------------- m F=,. =E � � � � � � � � � � � � � � ------------- i 1� i 1� i 1� 1 FEMA EFFECTIVE MODEL WATER SURFA 11 N"m i PROPOSED WATER SURFACE BFE* -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 FEMA 102 - CROSS SECTION NO. 3 (STA. 3+99.09) = 100YR BASE FLOOD ELEVATION 2105.0 2100.0 2095.0 2090.0 2085.0 2080.0 2075.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2030.0 2115.0 2110.0 2105.0 2100.0 2095.0 2090.0 2085.0 2080.0 2075.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2105.0 2100.0 2095.0 2090.0 2085.0 2080.0 2075.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2085.0' 2080.0' 2075.0' 2070.0' 2065.0' 2060.0' 2055.0' 2050.0' 2045.0' 2040.0' 2035.0' 2075.0' - 2070.0' 2065.0' - 2060.0' - 2055.0' - 2050.0' - 2045.0'- 2040.0'- 2035.0' 2070.0'- 2065.0'- 2060.0' 2055.0' 2050.0' 2045.0'- 2040.0' 2035.0' - 2030.0' - -100.0 -50.0 0.0 50.0 100.0 CROSS SECTION A -A' (STA. 0+38.08) --------------------------- -100.0 -50.0 0.0 50.0 100.0 CROSS SECTION C-C' (STA. 1 +81.52) .............................. FEaoo paaNE........................................................................................ ii.Yi'...................................................... . .............................................. .............................................................. ...... 12oz..............F000D'PRONE'AREA ........ A101N 'Ar..................................................... ....... . E•X:"CyRADE................. AT. ... ...................................... ........... .................... ................... ....10.a2............... ........................... nTH.............. ............................................. ............................................... ............................ A,-8 AT.BANKF1All........ .............................................. ............ PROP. ---GRADE ... .. ............ .......................................... .............. ............................... ............................................................................................. ............... ...... ... . ..... . ... ................... .. K.p ...................... ............... .............................................................. ..... ... ..... ....................... �.. ........................ ........... .. ............... ............................... .......MAX. . . ..... 1176........... ....MAX. g o ............... ............................... .. ... DEPTH ..a. .. ..... _ ............... ............... ............................... ............................... ...... AT-BAMOVI . ............ ..... AT BANKFULL """""""�................... a o ...................... ............... .................................................................................................................................................... ........... .......................... . .1k30'99. ..... ..... 6•.445G.fF .............................. ..............._ ............... ............................. .AT. BAM{MAL....... ......... .......... AREA. AT.8MK I........................... ..............._ ............... ..................................... PROP:•1NAL•TEO ............ L E*.1HALMG.......... ................ .............................. -100.0 -50.0 0.0 50.0 100.0 CROSS SECTION E-E' (STA. 3+88.437) 2085.0 2080.0 2075.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2075.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2030.0 2075.0'- 2070.0'- 2065.0'- 2060.0'- 2055.0'- 2050.0' 2045.0'- 2040.0' 2035.0'- 2070.0'- 2065.0'- 2060.0'- 2055.0'- 2050.0' 2045.0' 2040.0' 2035.0' .................................... ............... .......... MIM .................... F►000• ............................ AT......................................................................................................... •MEA................................................................................................... g..................................................................................................... ....................................................... NIH AVIII.... ................... ................... ..... ..... ........ iNDTN•*T....... ... FLOGD 4lRONE•AREA................................ .............................. ............... ........... 26.81 .......................................... ............ ................................ ....... .................. ............... N7DTH ....... KFULL'............. ........................... ......�. .........�............. ........................................ -................................ ............. .. ..................'.........................2 .......................................LAX.. ...................................... ........... AT. ........................... a:.... .. .... .. ........ .... ................ ......... ... .......... .......... ...... ..... ..... ..... ........2-1.5.......... ....... MAX..DEP.TH..... ....... AT. 5ANKFUJ,I..o .............. I.........O 4 za.......................... . m.......................... i.......................................... o ..................... ............... ............... ........... ..................................................................... ......................... a......................................... ..............................................IILR ................................................ ...................................................................................................................................................... .................................................. SQ F.T...............................a5.49: AT BANIffUl1........ ..... P.ROP.. UTALMEO................... 50. ff............................................... ..... ......AREA AT BANKFU . EX..Tmky£G......... .............................. ............. .................. ............... ................ -100.0 -50.0 0.0 50.0 100.0 CROSS SECTION B-B' (STA. 1 +17.70) .............. ..................................MOTH'AT.............................................................................................. .............. ............................. . .PRONE' i1REJC............ ............................... ............................................... ....................................... ............ ..........................ta ...................................................................... ..................................... ........ 3a'.......................................... ........................ ..... ... ...... MITN......... AT. 9Al4KINO ................:... 'W101H'Ar................ .............. ...................... ........ .. ......... . .............FEOOD' PRONE'AREA.............................................. .. EX: GR,4DE ............... ........................................... ............s.35• ........... ........................................... ............................:......... ......... ......... .......... ...... ............ va D.TH ........... .......................................... . .............. .................................. .... ............... ........ AT RANKFWI... .................................. .......... ROP GRADE .......... ................................................... x ......................:.......... .................... .......................... m......................................... .............. .............................. .0....... .. .... .... ..2.V2.......� .. MAX: DEPTH... o b.......................... 0 0 . .............. a g... .............. ........................................................ .............. I....... .... ... ....................................... _ .................................................................................................................................... .............. .............................. .42.96.Sa FT. ........... ... ..... •13:61... .............................. ............... .............. ............................ .AT BANKFUIL ....... .... .... ....... AREA AT. BANKFU .............................. ............... ........... .......................... ...PROP: 1N VM- ..... .... E#.-1HAlNEG......... ............ ................ .......... -100.0 -50.0 0.0 50.0 100.0 CROSS SECTION D-D' (STA. 2+62.86) 2075.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 2070.0 2065.0 2060.0 2055.0 2050.0 2045.0 2040.0 2035.0 GRAPHIC SCALE 50' 0 25' 50' 100' HORIZONTAL 15' 0 7.5' 1530' VERTICAL 00 O U m CD * z �_ U • (' O Z N m o Z Z � ai In < :2 �Zov ppp a > Y Z 0) Q) U (Y Q * Z m N�^rnUa m^ O J U 2� U (D N N H Q m N N Z V) ^ r� VJ O J W UY ai"C U C Q O x 0 VW � o-_c as rnmx W a AN ) z o v o V Z o ®c * Q z 3 ro v a U ZLLJ Y Z� rn W Z� o O W O (D Z LL' Z a 1L 1) D N N QVl"U7+- D= Z z Z W W U J N p O X v0_c as aD o_ x W a r I > "I�z n o woo jo Q z �Qz �� cL o O tl N Z O J Z L Z Z N V1 d D F-Wi�WLJ 0 wU O U CC w 0 Z :::j (n I S LL, Q �n Q S F- O r S U c) O w O OU �Q w cnQt-DOSQC cno=mu) �>. � w8 L, FE QDQ zawo go�� z� d ��w �aa��0o�S W Uw0 �(w O n ZOw(wj�UO~0 Um omQ cno�mQ=gig o z cn O" 00Ld F- awwo of w J � O Q w �= Z 0 O Z oo COMMI«ICK VO- P20005 DESIGNED BY JDL DRAWN BY OAT C'-IFCKFD 3" JDL ISSUE DATE 12117120 SHEET NO. 6 OF 8 SHEETS 0 T a 0 N O N r N 3 N 0 0 0 Z C 0 U 0 0 a 2 0 m 0 0 0 N d 3 0 0 / In C m 0 0 N 0 N O O B10-BLOCK COIR BLOCK SYSTEM TERRACED APPLICATION (GEOLIFT) ENTIRE DITCH TO N.T.S. EX. GRADE BE SEEDED IN ACCORDANCE WITH EX. GRADE -I PERMANENTI '--I I 1=1 _= SEEDING SPECIFICATIONS I I GRADE TO DRAIN SURFACE WATER AWAY FROM WALL o 'oQ I 1I- � .=:`','��='.;;.;:. :;,;-::=::; � � TOP FABRIC 11�11=I1�r,...., 11-I I I I1-III-III :.,...:..._,:,., .,.•..::.•:., h h FILL MATERIAL NON -WOVEN GEO-TEXTILE FABRIC BIOD-BLOCK EXISTING FENCE I I —III —III —III —III —III —III —III —III —III —III I �' ANCHOR BOTTOM FABRIC ROCK/LARGE WOOD DEBRIS LAYER TO STRENGTHEN TOE AND FOUNDATION FOUNDATION TO EXTEND 2' MIN. BELOW CHANNEL INVERT TOP FABRIC FILL MATERIAL BIOD-BLOCK ANCHOR BOTTOM FABRIC ROCK/LARGE WOOD DEBRIS LAYER TO STRENGTHEN TOE AND FOUNDATION NOTES: 1. LIVE PLANTS AND CUTTINGS SHOULD BE USED IN EITHER SITUATION. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. NOT TO SCALE. ENTIRE DITCH TO Q, BE SEEDED IN ACCORDANCE WITH PERMANENT o SEEDING I 0 SPECIFICATIONS BACKFILL PER DESIGN REQUIREMENTS INSTALL IN 6" LIFTS LOOSE AND COMPACT WITH 7001B PLATE COMPACTOR OR COMPARABLE BOTTOM ELEVATION OF KNEE WALL SHOULD CORRELATE TO — INVERT OF TRAPEZOIDAL CHANNEL INFILL STONE (NO. 57 OR EQUIVALENT) FILL BETWEEN ADJACENT BLOCKS (ALL BLOCKS) FILL VERTICAL CORE SLOP (PC BLOCKS) STONE TO EXTEND AT LEAST 12" BEHIND BLOCKS 1:121110:1616121 2.33' VARIES _ I Lo 0 17SOLID BOTTOM BLOCK LEVELING PAD (AS SPECIFIED BY ENGINEER) 28" 1—BLOCK HIGH INSTALLATION DETAIL REDI—ROCK COMPANY CHARLEVOIX, MISSOURI 1673m3111 KAMMII TYPICAL TRAPEZOIDAL CHANNEL DETAIL N.T.S. 8" X 8" TREATED TIMBER LENGTH VARIES ACCORDING TO WEIR TABLE 3.0' 1/2" REBAR 0 3.0' O.C. DRIVEN TO SECURE TIMBER ABC BASE EMERGENCY SPILLWAY WEIR INSTALLATION DETAIL TYP. N.T.S. EX. GRADE TOP OF BASIN & EMERGENCY SPILLWAY CREST iI III=j II I I I I I III=III=— 2. ENTIRE BASIN TO BE SEEDED OPT St IN ACCORDANCE WITH SL o —I II I=I I _ f PERMANENT SEEDING 2' —III—III SPECIFICATIONS _ — '''—III=1 I I=� I �_ INVERT OF BASIN I = I —III —III= y y y y y A y y A A INSTALLATION OF SLOPE MATTING ON STREAM BANKS y y y y CURLEX y y y y y EXCELSIOR STABILIZATIO y y y y N.T.S. FABRIC " y y y y y y y y y y y y y FIG. 1 C USE WOODEN STAKES AND PINS y FIG. 1 A MINIMUM LENGTH OF 12" y y y y y y y y y y y y y y y y y y y y FIG. 1 B AT THE TOP OF THE SLOPE „ ANCHOR THE MATTING } / IN A 6" X 6" INITIAL y y y y y } ANCHOR TRENCH y y y y A- } } } } ++++] D ++ - + } +++ + / ++ + + +.I = _ ++ ++ }„ + + ++- — + + — + +_ rREgM + } ++++ — _ + +I — PREPARE SOIL INCLUDING <oW / } +++ — — GRADING APPLICATION OF } +++ + = I LIME AND SEEDS / A_ +- +++' T—I I — + + = +++' — — "NOTE: PROVIDE A 6" X 6" ANCHOR TRENCH AT THE TOW OF THE SLOPE. -ITi =T SLOPE L D >1:1 3.0' 2.0' 2:1 4.0' 2.0' 3:1 6.0' 3.0' 4:1 8.0, 3.0' NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. NOT TO SCALE SLOPE MATTING DETAIL IN. I.. TOP OF BERM 10 O LOCATED AT DOWNHILL SIDE OF BERM 3.0' W X 0.5' H W/5:1 SLOPE TO CENTER EX. GRADE TYPICAL STORM WATER BASIN DETAIL SECTION VIEW N.T.S. TRENCHING NEEDED IF A MINIMUM OF 3'-0" IS NOT AVAILABLE AT THE CREST OF SLOPE OR IF OVERLAND FLOW IS ANTICIPATED FROM UPLAND AREAS, SEE DETAILS �Y�:��;�.4 ;�Y:��;�Y�:��;�Yp"��;�' ,NIW.��4 l��OIp�IOIp��OI will R'�OI �,,�oi�Vei��oi�►11-0 COI �'�OI OIp�� . • TYPICAL BANKFULL BENCH CROSS SECTION V.T.S. BOTTOM OF SLOPE TERMINATION SOIL PILE FROM TRENCH EMERGENCY SPILLWAY WEIR DETAIL VIEW N.T.S. STAPLE 12" O.C. ALONG BLANKET AT SLOPE TRENCH APPROX. 10" WIDE x 8" DEEP TYPICAL EMERGENCY SPILLWAY CHANNEL SECTION VIEW N.T.S. TOP OF BLANKET/`'' SLOPE O /\\�i / \ /�\ 1 ROW OF STAPLES, PROTECT .� 12" O.C. 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. STEP 1 IVIC I ryuU --b- N.T.S. FLOODPLAIN BENCH FLOODPLAIN BENCH EXISTING GRADE qAA VARIES VARIES 41 \/ / / M ROk EXISTING GRADE \ \ \ \ s AF 1 % SLOPE 1 % SLOPE c, \�\\/ \� qAA \of- /\\/\ /s�0py �� o \\/\\, F\ <m THALWEG c� \\/\\ \\ \ \ \ 2 ROWS OF STAPLES, END SEAM OF BLANKETS OVERLAP 2"-4". PLACE STAPLES, ONE ON EACH CORNER OF BLANKET, 12" O.C. ALONG BLANKET END END ROLL OVERLAP N.T.S. °0 O U m O * Z t:00 U • TC®/`1 O D N 0 o Z Z H O'OV ai LIB • Q -Z W " .0 ;n [, J (/j x � � _- o 00 N O Z U F- 0 % O z Z * ¢ N VY ai"c - (n w a o E U L O J L O Q 0] 0 w O w o C� .IN U cn z m E _MMIi'V o* J U N�cp c0i xz-00 WZ\ O N 0 W O a� o Z Z z`' J N G o x E W W ch 0 0 0- o 'o co 0- d w o r zr L �c z 'S'z�Q�� p 0' � NZOJZiiZZ N Lv" d H w' '. w 0 O W (n0 OU ��0� W' N— wwo z�nwzwaW� Q Scp� S UInGUO Oc� ~�� cnQ1ooQwozz -O cn0=m -rz- wc��w �N �(n wo��m�� Z Q w 1 >_�10� �-�� 3--'40 0�= O W Uw0 �(wn ZOw(wj�UOp "m omQ �o�mQ=gig cn NO� �awJo c� W J � O Q w �= Z 0 O KETS. UPSLOPE BLANKET u� PE BLANKETS IN A SHINGLE AFFECT. 0 w ry NOTES: 1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. SEE CURLEX® STAPLE PATTERN GUIDE FOR DETAILS. BLANKET OVERLAP 2'-4- E THROUGH _.,..:ETS. VEGETATED BIO-SWALE DETAIL N.T.S. ENTIRE SWALE TO BE SEEDED IN EX. GRanF ACCORDANCE WITH W < COMMISSION NO. P20005 DESIGNED BY JDL DRAWN BY QAT CHECKED BY JDL ISSUE DATE 12117120 SHEET NO. OF 8 SHEETS !9 0 T a 0 0 N r N 3 N 0 0 N C 0 0 U 0 a 2 i 0 m 0 0 0 N i 3 U) Y U m 0 0 0 N a SEEDING SPECIFICATIONS FOR DISTURBED AREAS OUTSIDE RIPARIAN RESTORATION AND ENHANCEMENT AREA PERMANENT VEGETATION SEEDING DATES: APRIL 1 - AUGUST 31: SEED MIXTURE APPLICATION RATES/ACRE REBEL EXTREME TALL FESCUE (307.) PENNINGTON TALL ATF10137 (207.) VERTICAL TALL FESCUE (20%) P.M.S. TREK PERENNIAL RYE GRASS (20%) KENTUCKY BLUE GRASS 31 (10%) •P.M.S.- PER MANUFACTURES SPECIFICATION TEMPORARY VEGETAT SEEDING DATES: OCT. 16 - APRIL 15: WINTER RYE 120 LBS SEEDING DATES: APRIL 16 - JUNE 15: SEED MIXTURE OATS APPLICATION RATES/ACRE 130 LBS SEEDING DATES: JUNE 16 - OCT. 15: SEED MIXTURE APPLICATION RATES/ACRE GERMAN MILLET 40 LBS SEEDBED PREPARATION: LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES (>3"), AND OTHER MATERIALS, AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE -COMPACTED UTILIZING A CULTIPACKER ROLLER AND A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE. DISTURBED AREAS WITHIN INFILTRATION BASINS WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NC MOUNTAIN RIPARIAN MIX AND AN ANNUAL WILDFLOWER MIX AT MANUFACTURER SPECIFIED RATES. DISTURBED AREAS OUTSIDE OF INFILTRATION BASINS WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A TURFGRASS MIX ACCEPTABLE TO OWNER AT MANUFACTURER SPECIFIED RATES. SOIL AMENDMENTS: OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER. MULCHING: APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. STRAW MULCH WILL BE PLACED SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER (APPROX. 75% COVERAGE). DISTURBED AREAS ON SLOPES GREATER THAN 3:1 MAY BE FURTHER STABILIZED WITH BIODEGRADABLE COIR COCONUT FABRIC WITH A WEIGHT NOT LESS THAN 200 GRAMS PER SQUARE METER. COIR FABRIC WILL BE INSTALLED OVER SEED AND MULCH, PER THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE: SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED.) WEAK OR DAMAGED SPOTS MUST BE RELINED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. RE -FERTILIZATION MAY BE NEEDED TO MAINTAIN PRODUCTIVE STANDS. QUART SIZED CONTAINER HERBACEOUS PLANTINGS MAY BE INSTALLED WITHIN BASINS AT A SPACING OF APPROXIMATELY THREE FEET ON CENTER. CONTAINER TREE PLANTINGS SHALL BE TOLERANT OF INUNDATION FOR UP TO 72 HOURS AND MAY BE INSTALLED AS NATIVE SAPLINGS AT A SPACING OF TEN FEET ON CENTER. DISTURBED AREAS WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF HERBACEOUS VEGETATION IS ESTABLISHED WITH A HEIGHT OF AT LEAST SIX INCHES. PLAN VIEW 5.33' 5.33' SPECIFICATIONS: PLANTING PLAN FOR RIPARIAN RESTORATION AND ENHANCEMENT AREAS 1. CONSTRUCTION WILL BE SEQUENCED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION SUCH THAT DISTRIBUTED AREAS OF THE PROJECT AREA ARE STABILIZED AT THE END OF EACH WORKING DAY. 2. DISTURBED AREAS WILL BE SEEDED FOR TEMPORARY GROUND COVER WITH A SEED MIX OF ANNUAL GRAINS (WINTER RYE, OATS, BROWN -TOP MILLET) AT RATES SPECIFIED BY THE MANUFACTURER. 3. DISTURBED AREAS WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NC MOUNTAIN RIPARIAN MIX AT MANUFACTURER SPECIFIED RATES. 4. SEEDED AREAS WILL BE FERTILIZED AND MULCHED WITH STRAW. FERTILIZER WILL BE STORED AWAY FROM AND KEPT OUT OF THE STREAM. STRAW MULCH WILL BE PLACED SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER. 5. DISTURBED AREAS BELOW TWO TIMES BANKFULL ELEVATION WILL BE FURTHER STABILIZED WITH BIODEGRADABLE COIR COCONUT FABRIC WITH A WEIGHT NOT LESS THAN 400 GRAMS PER SQUARE METER. COIR FABRIC WILL BE INSTALLED OVER SEED AND MULCH, PER THE MANUFACTURER'S SPECIFICATIONS. 6. LIVE CUTTINGS WILL BE INSTALLED AS LIVE STAKES AND WHIPS ON THE STREAM BANKS AND BETWEEN GEOLIFTS AT ELEVATIONS BELOW BANKFULL ON STREAM BANKS WITHIN THE PROJECT AREA. LIVE CUTTINGS WILL BE SELECTED FROM NATIVE SHRUB SPECIES INCLUDING: SILKY DOGWOOD (CORONUS AMOMUM), ELDERBERRY (SAMBUCUS NIGRA), AND NINEBARK (PHYSOCARPUS OPULIFOLIUS). LIVE CUTTINGS WILL BE INSTALLED AT A SPACING OF APPROXIMATELY ONE FOOT ON CENTER, WHILE DORMANT, DURING LEAF -OFF 7. CONTAINER HERBACEOUS PLANTINGS MAY BE INSTALLED BELOW TWO TIMES BANKFULL ELEVATION AT A SPACING OF APPROXIMATELY THREE FEET ON CENTER. 8. CONTAINER TREE PLANTINGS MAY BE INSTALLED AS NATIVE SAPLINGS AT A SPACING OF TEN FEET ON CENTER AND WILL CONSIST OF SPECIES NOT LIMITED TO: RED OAK (QUERCUS RUBRA), WHITE OAK (QUERCUS ALBA), TULIP POPLAR (LIRIODENDRON TULIPIFERA), AMERICAN BEECH (FAGUS GRANDIFOLIA), BLACKGUM (NUSSA SULVATICA), AND RED MAPLE (ACER RUBRUM). 9. THE SITE WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF HERBACEOUS VEGETATION IS ESTABLISHED OVER ALL DISTURBED AREAS WITH A HEIGHT OF AT LEAST SIX INCHES. 10. PLANTING OF THE PROJECT AREA WILL GENERALLY FOLLOW AND ACHIEVE DENSITIES OUTLINED IN A GUIDE FOR THE INSTALLATION. ESTABLISHMENT. AND MAINTENANCE OF RIPARIAN VEGETATION ON RESTORATION PROJECTS IN NORTH CAROLINA - NC COOPERATIVE EXTENSION SERVICE. PRECAST PIPE CULVERT ENDWALL WITH DISSIPATORS 1. CONCRETE MINIMUM COMPRESSION STRENGTH: F'c=5,000 PSI @ 28 DAYS 2. REINFORCING STEEL: ASTM A615, FY=60,000 PSI N.T.S. FRONT VIEW SPECIFICATIONS: 1. CONCRETE MINIMUM COMPRESSION STRENGTH: F'G=5,000 PSI @ 28 DAYS 2. REINFORCING STEEL: ASTM A615, FY=60,000 PSI SECTION A -A 5.0' 0 PIPE CULVERT HEADWALL WITH DISSIPATERS KDOT MODEL #: PC HW D-KY PRODUCT DETAIL PRECAST PIPE CULVERT HEADWALL N.T.S. FRONT VIEW OLD CASTLE PRECAST COMPANY LEXINGTON, KENTUCKY O 5.0' SECTION A -A PIPE CULVERT HEADWALL KDOT MODEL #: PC HW-KY PRODUCT DETAIL OLD CASTLE PRECAST COMPANY LEXINGTON, KENTUCKY STEEL POST N FLARED JLV IIVIY SYNTHETIC FILTER FABRIC (TYP.) J N f N d / m W ui WIRE FENCE 8' MAX SPACING FOR STANDARD STRENGTH FABRIC WITH WIRE FENCE MAX A IN AMA SIREFNH FABRIC WITHOUT WIRE FENCE J. FILTER FABRIC BACKFILL TRENCH / vY l?o" AND COMPACT THOROUGHLY F� L� SECTION VIEW 3'Tl��i�� ;LTIESLASTIC OR WIRE (EACH POST) C4 CV 4"X8" COMPACTED BACKFILL TRENCH SILT FENCE DETAIL N.T.S CONSTRUCTION & MAINTENANCE NOTES: 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION MAINTENANCE: INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. RIP -RAP OUTLET DETAIL N.T.S. LASH MAT CONSTRUCTION & MAINTENANCE NOTES: 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.62A). 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. INSTALLATION: 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. MAINTENANCE: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. CIRCULAR CONCRETE PIPE TYP. ELBOW DETAILS N.T.S GENERAL NOTES: 1. PIPE MEETS THE REQUIREMENTS OF A.S.T.M. C-76 (AASHTO M-170) 2. THIS DRAWING IS NOT INTENDED TO SHOW REINFORCEMENT DESIGN EITHER AS TO PLACEMENT OR STEEL AREA. CONSULT WITH MANUFACTURER FOR DESIGN INFORMATION AND DETAILS NOT SHOWN ON THE DRAWING. CIRCULAR CONCRETE PIPE TYPICAL ELOBW DETAILS MODEL: BEND OLD CASTLE PRECAST COMPANY LEXINGTON, KENTUCKY GROUT LONGITUDINAL STEEL SHALL BE REJOINED AND SUFFICIENT CIRCUMFERENTIAL STEEL TO BE PLACED CLOSE ENOUGH TO HOLD GROUT IN PLACE. FABRICATION DETAIL 0 O F U m^ z� I • 0 S N � o U 3E J cn m Z Op o 2 2 00 �opvNO Z � V Y ui c �� (/J O J V7 w a o E w, V/ U W � OJ L O a Qt O] d Li O w o ``' C� .0 U C) � m E G J O N.- cp � ®� az oz > 3�, xz�002 GO Z W 2 WZ\ 0 O N V W O o ¢o o Z 2� N ZzZ W W y (oo30 E v0 L o 0 00d 0- w o r r cn �� CL �c z oLJ_¢ �mm� p mod : N Z 0 -J Z Z N V7 d H WOww LJ 0 U O U w NNE Ww0 z�nw��wacn� Q SEED S Ucn� V 0 0� I nQ��oDOzz -O cno=m �rz� w0�w N un zmw omwWcn a Zawm �w �o zm 1- O d U J J 0 H Z Z W as m o = O W UwU O(Wn 0"0 �U z00 "m omQ cnm�m< gig m z cn a n0L acm = -< w 0 == 00 m z 0 > w w Q 0 0 z Q Z J O G_ Q U AH- C4 O Z w O w � U ' �7_ z M o U �J W m w o 0 U Z W..m w � Ld J J_ Ld V) Q COMMISSION NO. P20005 DESIGNED BY JDL DRAWN BY QAT CHECKED BY JDL ISSUE DATE 12117120 SHEET NO. 8 OF 8 SHEETS