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HomeMy WebLinkAbout20210268 Ver 1_Meeting Request Review_20210208ID#* 20210268 Version* 1 Regional Office* Asheville Regional Office - (828) 296-4500 Reviewer List* Kaylie Yankura Pre -Filing Meeting Request submitted 2/8/2021 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Donald Jehle donpjehle@gmail.com Snyder Pond Kenneth T, Snyder II Jackson Street Address 110 Stonecreek Landing Address Line 2 aty CASHIERS Rbstal / Zip Code 28717 Is this a transportation project?* r Yes r No State / Frovince / Region NC Country United States Type(s) of approval sought from the DWR: W 401 Water Quality Certification - F- 401 Water Quality Certification - Regular Express r- Individual Permit r- Modification r- Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No Do you know the name of the staff member you would like to request a meeting with? Kaylie Yankura Please give a brief project description below. Filing in existing pond and stream restoration Please give a couple of dates you are available for a meeting. 2/15/2021 2/19/2021 Please attach the documentation you would like to have the meeting about. 200018C1-SITE.pdf 778.11 KB 200018C2-DEMO. pdf 494.15KB 200018C3- DETAILS. pdf 203.6KB pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 2/8/2021 Reviewer Meeting Request Decision Has a meeting been scheduled?* C Yes r No 0 +�. 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VARIES UP TO3619 +/-AV a �� �+ �� �.s+� I eo , st 21 11 sod � EXTEND ROCK -LINED DITCH �� _ 2AU3 WW \ W TO TOP OF ROCK WALL "d 3/4'a m ed UNDERDRAIN BED WITH / 12M+1 +K ed 10 PIPE OUTFACE / THESE AREAS TO BE CUT AND SODDED o \ ,+ed �r { b ed + + \ 20 + 14 2&0 +90 ed 2"+ tN \ DONALD PATRICK JEHLE P.E. 017960 � \ moo t 2"+ / Revisions Date Description 20 2M+ .s+lob -s*l» \ + Designed By: DPJ Drawn By: DPJ / 1 tfw1 31A Checked By: / DPJ 3a7 �+90 31.=+90 \� Job No.: 200018 WW Date: 31.1 to �•7 er 1 3 0 2 3b, Scale: AS SHOWN V 31 3QA \� 304+ Sheet No.: 3"+V 0 a%, LEGEND ® paved road or drive ® gravel or rock a a +, � o OO © © 0II& c tax Wphom water meter C — ao N \ e3.e+90 rf 'oak roper fourx !tn4" i � (n C, cc Z f +fob \ + _ � Eob epr �pm�pnh b9opttom of Sank edas rood water ts sseewwexr ���h� nind veal •~ 0 U Cn m O I REMOVE EXISTING OVERFLOW TO EL. 16.0. 1 1xw W ,b b ttoP retaani R wall t bottom stairs, bottom •� � O N U 00 -0 E CONCTRUCT NEW ROCK -LINED SPILLWAY 1 / 1N\ or we f ad" rook walkway �� Cr 0 �CD z Xpad 00 e7.1 J \ \ dui ow droop i ! � rock w W m 1lA+ .s+feb + esc aw 9,k wv edge waYat of survey eb�rd#ewater ae�� glare %n%e creek = REMOVE ROCK SLOPE TO REPAIR DISCHARGE PIPE t mb ' +9' +� 10 0 10 20 30 ~ ,es+ �a3 +9k GRAPHIC SCALE — FEET "s ,a, REMOVE PLANTER BED AND WALL + 13S \ \ _\ 11 ' o Q z sZ3 =,''�t J+� \ .� '�7+'O"',3�°+"' ----- Q 7+� O s1.e�+%—•t�`i D + \ \ +rook as I , , b , \ a+a (n v U + 113+9. 113+v �� � —� �- � per— ' �+ 1Z7+s'oolt\ \ z 37.° + 7"oalt �-t "' / a, + 21.7 a 14%* 'Visas I I II \ \ % \ ,,., ad O 0 z +PD MA 1"+fob-ba + I , I 1�3+ bm \\ I tw C) O z + b— 1e3 lea aw Q /+ ", 9e.s 173-+ I _ _� ,41 �Gw L� F— 211+ + fldt 0.1 .e+fob-Oob�� 2 9 R 1b.6 Q K 1 t , LI W F— _ DQ Q x iae fo0-bw I I F — Q „►, P x � � O U 1f3+1 odl , 1N A+ IIIIII A / � 11►7 +ow "L2+69 , K 14111 flr N I"+N .1 I I 1 fl" ,1►� O U z + 1sA N 17A+� w +P/ / +N lu+w ,sA 1"+flit D 147+N 7+ Qr , I I I `' � � 1e3+ 1 2"+ oak/ ,6+0 ~ + / +7 ,4.= +oo 1 K I �A.s II I I II I I I + \1 em \ Y U Q +� ++4+ow 153+or ,Ird or 14A+69 or 1� �Q q it. 11.s+/DM I 1ae I r— I I I d 1 /ee ilw 1 + P � +* 17 +1N-bob IL4+ar ,b.1+oo ,b.4+oo + / 903+ +N /sA+fl1 / D Q : 11.7 or t \ ---- -- -- _ — / ----- 9s.1 1s.l+N 17 + ow � P +,e� 18.3+ A flw � + � 'Z + � 1sD \ 1es+beb /0.7+ 1 +or DQ D 21.0 + IDA*+-ow \ — — — — — — 1eA K 7.1 2L$+90 / 1e.s+ eb/ ,. —17A-*bob ' +95 21 al fA _, K ,es+N e/ m M 9p,9 hove +� +r 1e s+ flr + N 17A ff.T..L 4+ , � �A+ 1%1k 17.s+ / /Z/A / / 1L%s+v \l1.e + t 2L5+ID \ 21A}90 I 21 4l.1 + +� !es S3a \.11 2ee+90 �' .s +410 _% floe \ +9e 00 \ \ Z1�9r — - — 2s.3+9• b" it \ / fled 23.5+Vm +flr \ ed x_xx D 2&4+1 REMOVE EXISTING ROCK WALL. +� 234 + o ROCK TO BE RE -USED IN NEW WALL +�_,, �, 2W 9s.1 + x \ ed +90 \ 2MIL7+ 14 2&0 led 2"+eO n \ DONALD PATRICK JEHLE P.E. 017960 � \ 2M 1 2"+ / Revisions Date Description 21.7 2L4+ .s+lob -sPb» \ � see+ \ f" + �� / Designed By: DPJ Drawn By: DPJ / 1 t1w1 31A Checked By: / DPJ 3" +90 31.=+90 \� Job No.: 200018 bnr 31.1 1n �/ �•7 W Date: 1 3 0 2 9e 31►, Scale: 31 AS SHOWN 3QA \3es+ Sheet No.: 3"+90 a FILL MATERIAL PLACED IN 8" LAYERS 36" HIGH WROUGHT IRON FENCE (DESIGN BY OWNER) ENGINEERING FABRIC STACKED ROCK WALL II I 1=1 I - -4--7 VARIES II -III -II - 36" MAX.J I I-1 I I-1 I I- /� EXISTING ROCK TYPICAL ROCK WALL SECTION NOT TO SCALE * 10 MIL. POLYURETHANE TO BE USED (ONLY BY DIRECTION OF DESIGN ENGINEER)TO LINE THE BED IF GROUND WATER IS ENCOUNTERED. FILTER FABRIC TOP AND SIDES FINISHED GRADE -CLEAN #57 STONE 10" PERFORATED PE.P. UNDERDRAIN W/FILTER SOCK MANIFOLD INTO 10" SOLID PE.P. DISCHARGE TO ROCK WALL UNDERDRAIN PIPE SECTION NOT TO SCALE ENGINEERING FABRIC RIP -RAP STONE COVER END OF PIPE WITH WIRE MESH MINIMUM 10 GAUGE LINE WIRES 36" HIGH WROUGHT IRON FENCE (DESIGN BY OWNER) REMOVE EXISTING SPILLWAY DOWN TO EL. 14.5+/- 12" BROWN RIVER ROCK - TOP EL. 15.5+/- -------- ----- - EXISTING DAM I - -\',, ------------------------- EXISTING ROCK oUot z2�o 0 SPILLWAY SECTION NOT TO SCALE O iMAXI MURA NMI", SILT FENCE FABRIC INSTALLED TO SECOND FROM TOF n�i�i�►�i�i��i�iWIRE ,1���������������1; ■■■■■■■,•!i% ISREIM1410 � II I FRONT II I NOTE: 1. SILT FENCE SHALL BE INSTALL ALONG THE TOP OF THE NEW ROCK WALLS AND SHALL BE MAINTAINED IN PLACE UNTIL SODDING ON FILL AREAS HAS STABILIZED. 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE. ROCK WALL STEEL POST -WOVEN WIRE FABRIC —SILT FENCE FABRIC T-0" o 26" FILL SLOPE z N " GRADE 6" MINIMUM COVER OVER SKIRT ANCHOR SKIRT AS DIRECTED BY ENGINEER EXISTING DISCHARGE PIPE MINIMUM 12-1 /2 GAUGE INTERMEDIATE WIRES GRADE II III;, TEMPORARY SILTATION FENCE NOT TO SCALE zz 00 Q U W LL_ z0 cf� :�i (A J z O Q U z 3:O oz F z U� CIf� wz _5 U) O U U z O U) Y U Q DONALD PATRICK JEHLE P.E.017960 Revisions Date I Description Designed By: Drawn By: DPJ Checked By: DPJ Job No.: 200018 Date: 1/30/21 Scale: Sheet No.: C-3