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Home My WebLink About20180756 Ver 1_2018-08-07_Statesville-Greenway - Sheet C-17_20180814Carpenter,Kristi From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Tinklenberg, Chris <Chris.Tinklenberg@kimley- horn.com> Tuesday, August 14, 2018 5:59 PM Hood, Donna Carpenter,Kristi RE: [External] Fwd: Statesville Greenway (SAW-2018-01120 & DWR# 20180756) Permit Modification 2018-08-07_Statesville-Greenway - Sheet C-17.pdf Follow up Flagged Hey Donna — attached is the revised Sheet C-17, part of the Grading and Erosion Control Plan, which illustrates the recently added turbidity curtain discussed in my previous email. This sheet has been included in our most up-to-date plan-set. No other revisions to the plans have been implemented. Please replace this page in your copy of the plans. If you'd like a full pdf set resent, please let me know. Thanks! ri� in I�n �r e Kimley-Horn Direct: 704 409 1�02 I Mobile: 910 53� 9�36 From: Tinklenberg, Chris Sent: Thursday, August 9, 2018 7:53 AM To:'Hood, Donna' <donna.hood@ncdenr.gov>;'Carpenter,Kristi' <kristilynn.carpenter@ncdenr.gov> Cc: Janiczak, Catherine M CIV USARMY CESAW (US) <Catherine.M.Janiczak@usace.army.mil>; Dobbs, Gabe <Gabe.Dobbs@kimley- horn.com> Subject: RE: [External] Fwd: Statesville Greenway (SAW-2018-01120 & DWR# 20180756) Permit Modification Hey Donna — hope you enjoyed some much deserved time off! I apologize if the information I provided a couple of weeks ago wasn't very clear. Attached is a pdf with tables showing changes from Version 1 to Version 2 of the PCN. Additionally, regarding your concerns about working in the vicinity of 303(d) listed, Fourth Creek, and efforts to prevent additional turbidity in the stream, we have i implemented a number of ineasures required for the erosion control permit. We have temporary silt fence along base of fill slopes and special sediment control fencing at required outlet locations and along long runs of fence. We included reforestation of disturbed streambanks and permanent rip rap protection below the creek-side walls for added stability which should decrease erosion since we have hard armoring. We have an impervious dike at the base of the rip rap slope under the US 21 bridge which runs the entire length of the bridge pier in the creek. In this most recent revision, we've added details in the plans noting that the contractor will install a turbidity curtain within the permitted impact limits of the project (temporary and permanent). In the event that erosion control measures fail or in areas at greater risk of incidental fallback, this measure should retain any sediment that may enter the creek, preventing it from washing downstream. I'm hopeful this addresses your remaining concerns. If you'd like a pdf of the latest and greatest plan-set or have any other questions or concerns, please let me know. Thanks! � ri� in I�n �r e Kimley-Horn Direct: 704 409 1�02 I Mobile: 910 53� 9�36 From: Hood, Donna rn�ailtcr:dcrnna.hcrcrd(c�_n_cd_e_n_r.:.�crv] ............._.............................................................................,,,�. _ Sent: Friday, July 20, 2018 10:38 PM To: Tinklenberg, Chris <C_h_r.%s.:Ti_n_klen�er�_(c�_ki_m�.l_ey.-_hcr_rn..�ca.m�>; Janiczak, Catherine M CIV USARMY CESAW (US) <Cath_er.i_ne.._If�ll.._J_a_n.i_cza_k(�_usa�e.:_arrrr�.�:_rrr�.il> _.__ . Cc: Lasitter, Addie <Ad_di_e.:_��sitter(c�_kim�.l_e.�.-_hcrr_n..�ca.m�> Subject: RE: [External] Fwd: Statesville Greenway (SAW-2018-01120 & DWR# 20180756) Permit Modification Chris, I am a little unclear on some of the additional impacts--- I did not have a chance to call you and now I am going on vacation. I am going to issue an add info letter to get clarification. You can email it to me, just make sure you copy Kristi Lynn Carpenter, who will be sending the letter out. I am sorry I didn't have a chance to call, but my time ran out. I'll look for the response when I get back from vacation and issue then. I just didn't want you to get really worried over the add info letter. Just need a bit of clarification and I didn't have time to call. Thanks! Donna From: Tinklenberg, Chris [rrr�a.i.ltcr.:_Chris.._Ti_n_kl_en_k�e_r�(c�_k.%rrr�l_e.y.-_hcr_r_n..�ca.rrr�] Sent: Thursday, July 19, 2018 2:54 PM To: Hood, Donna <dca.nna_,_hca.cr_d_..C,�_n_�d_e_n_r.�crv>; Janiczak, Catherine M CIV USARMY CESAW (US) <Cath_er.%ne:_If�II.:J_a_n.%cza_k(�_usa�e.:_ar_rrr�.�:_rrr�.il> Cc: Lasitter, Addie <Ad_di_e.:_��sitter(c�_kim�.l_e.�.-_hcrr_n..�ca.m�> Subject: [External] Fwd: Statesville Greenway (SAW-2018-01120 & DWR# 20180756) Permit Modification Cathy and Donna, Thanks for meeting us out at Statesville yesterday, it was a pleasure as always. As mentioned during the meeting, we anticipated avoiding impacts associated with three (3) rip-rap stormwater outfalls, however, after closer consideration, we decided to include them in the PCN which resulted in 381f of additional permanent impacts to the banks, totaling 2881f for the project. Since the modifications are minor and in order to get this over to you quickly, I've attached the revised figures outlining the additional bank impacts associated with the outfalls as well as Section 3- Stream Impacts, on page 5 of the PCN. If a more formal request, including a cover letter, is necessary, please let me know. Also attached is the approval letter from Duke Energy that you requested. Finally, we discussed clearing of inactive MBTA (barn swallow) nests, outside of the nesting season, prior to conducting construction activities beneath the US 21 bridge, similar to the methodology implemented for the 177 Toll Lanes project. Based on the current anticipated schedule, all work beneath the bridge is expected to be completed by March 1, 2019, however, if it is determined by mid- February that construction will not be completed by this date, then we will conduct the clearing activities beneath the bridge (remove all inactive nests) prior to the nesting season and maintain cleared conditions during nesting season until construction activities beneath the bridge is completed. Please let me know if you have any additional questions or comments. Thank you, Chris �hris iinkl�nb�rge P�i/S i ley- orn I200 South Tryon Street, Suite 200, Charlotte, NC 2�202 Direct: 704 409 1�02 I Mobile: 910 53� 9�36 I www.kimley-horn.com Cor�r�ect with us: ...�w.i.tt�.rl Il::,.l..rr..l«�.:f.rr.l IF.�.��.ra.r�.r�.l<I :f.rr..�;t�,c�..r�.m.. . .+ , � ., , . - . • � �� :- . •, - . . . „; :� � �, � � �, a ,� = � T �; ,,, ; �s ,� � lli (�l G � L T � � T=' �; ; � fJ � �, 3 �' � � � � ._ � �� , _ -' � � �� i `J �, :� Ws o �� i - �� % �� - o = � , C1 S� �j v Q � � �, � n, � � �� 2, _ �� > ,�, �„ � �' � �� 2 cn `; � �i � �� u i c; — �, a� � O � � .� � � L �, J� � z = �� _ 0 0 � s. � �� `r� �� ;; �� ,,, _ � � +, � � � � � °' o � � �; � a - � � � �„ _� - o n� �> z �, U � � �. o '” �f, N c� � W ,,; o '= _� � �;, � 0 � = � ,�� N �� ,, � ��, 2 U� a, � � a °, �� J_ � �, -� � � � v � —— �� .� ,r, � �, �� a� c� `"' �2 �� » �, � a• �� U) }, � o .� L� � 1+ �� - �, } �� CONSTRUCTION NOTES (APPLIES TO ALL SHEETS) LIMITS OF DISTURBANCE _ _ (LABELED ON PLANS) TREE PROTECTION FENCE TP (SEE DETAIL SHEETS AND GENERAL NOTE 6 BELOW) TEMPORARY CONSTRUCTION ENTRANCE HARDWARE CLOTH AND GRAVEL ❑ INLET PROTECTION CATCH BASIN INLET ��4 PROTECTION TEMPORARY SILT FENCE �/ SPECIAL SEDIMENT CONTROL FENCE � EXISTING CONTOUR PROPOSED CONTOUR EROSION CONTROL MATTING TEMPORARY ROCK CHECK DAM � GENERALNOTES: 1. A PRE CONSTRUCTION MEETING WITH THE CITY CONSTRUCTION INSPECTOR AND ENVIRONMENTAL ENGINEER WILL BE REQUIRED PRIOR TO BEGINNING CONSTRUCTION. A FIELD MEETING IS ALSO REQUIRED WITH THE CITY INSPECTOR PRIOR TO ANY STREAM OR WETLAND CROSSING. 2. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO EXISTING CURB AND GUTTER AND/OR ASPHALT AT CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE CONTRACTORS EXPENSE. 3. ACCESS FROM GLENWAY DRIVE TO BE DISCUSSED WITH CITY ENGINEER DURING THE PRE-CONSTRUCTION MEETING. 4. NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 50' OF STREAMS OR DRAINAGE STRUCTURES. 5. CONTRACTOR TO ACCESS BRIDGE LOCATIONS USING PROPOSED GREENWAY PATH FOOTPRINT. 6. ON UPSTREAM SIDE OF PROJECT, TREE PROTECTION FENCE CAN BE SUBSTITUTED FOR COMBINATION TREE PROTECTION/SILT FENCE AS DISTURBED AREA WILL NOT BE DRAINING OFFSITE. TREE PROTECTION NOTES: 1. BEFORE BEGINNING WORK, THE CONTRACTOR IS REQUIRED TO MEET WITH THE CONSULTANT AT THE SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, AND TREE PROTECTION MEASURES. 2. TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT. 3. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES. 4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. 5. NO MATERIALS, EQUIPMENT, SPOIL, OR WASTE, OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE. 6. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL. 7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES USED ON SITE MUST BE TREE SAFE AND NOT EASILY TRANSPORTED BY WATER. 8. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CONSULTANT SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. 9. ANY GRADING, CONSTRUCTION, DEMOLITION, OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE CONSULTING ARBORIST. 10. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW. 11. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6" OF MULCH OR GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTH. � � T Q ~ �.�. W (f� W W = Z � — �_ 2 �— � a � i, \� \ � �S `� �,� � \ � �� '�� \ e�'� SS � h�''�� DUKE ENERGY _ 68' R/W_ — D� o \ \ ��'��.---- �� . � G �� Q� �' s �' �. ��`�� s� �P I � � `'� � � — ° ��'�J _ �,`,�` % �/� 6'� �� c� � - �!(S e J S I ST,�Rd'G � �� °� q� �p ��/ � �, C�� J� �� R� �� y� ¢� � �` �' CATC ASIN INLET � � � _ 30"RCP _ _ — =� d /J � � PRC�i�CTION (TYP) �J .— —� —_ _ — _ �o �GJ �� Q � ��.�� Q- �° S P ``'�� , � — �,��',�o �� `�� Q / ��,� � � � E GRAPHIC SCALE IN FEET o �� .�'�� \ / s�� p o E S E � 0 10 20 40 � _ _ — ��oJ�� \ � _ _ � E P� R TRANSMISSION LINE \ � � 788 788 // � SS ,�, � e o y \ �s4 � �� , � e s °� 790 � `\ S� ° C u rb _ e� e— � � �j �s5 �s5 Q � e „GREEN w + AY DUKE ENE � D�� e \ ` ` ` Io � � - - , EA SEM EN T" , �— a $ � �� ° , � � _ 20 �W — — — 6 Q I— �,� �, ` !\ � � ��- — — _ � dl � W �-- � — - - - - W � � � � � � ` � `� ed 791 = �° �`� � �' a `� W (A � �Q D�h � . \ � a � ' °r° � _ �`r �, oa, r, 7 � � • �. , � � � o ` , C�� a ° ''�r:�'�.;�� - _ - _ ,� � �- - _ � �-� � � � ' � � �,�` � c_' J'` � cL � �; - - T _ � a � n i o � � `� � �� _ �� C/ d / . _ � �. � — �—� � � Tp _ _ �p U � . �' �v ERVIOUS DIKE `� �� --____-__ �-" � m`'1_-T_'`y- �' � � ,� �6 N 1�LDER e— e � Q � � ;% �'� A P e �t�� e c �-� � '� � ' � � _ _ ST _ A ��.; F�OTECTION c a � , � ._ __, - - - - - - ---------_ \, � FENCE(TYP.� - - � _ - / �� O �, �� •' � _ ,_ __ --- �'�p,� � ; �� \ �s� F�UR7H CREEK — �r a j , - o i ; i �� - _. ;-� , �� '1 � �� —� � \ / �' l � � � � ^�/ � � "` �'F�`'—_ - /�, /�� a � /� \ �/ �� ^ �-� �J�� ,/ _ , , • � � i � � ' `� '�-----�- �� , � / I c96. \ \ �, =-� �- �` '� � 2 ; / •.s. ,o, � ° � ` '� �q� /r � o � �� .'�'� � \� t \ LJ —��_ — � / ' � � � �� - ti � � ! a � o �G' '� �� \ ��0 ` \�� ! � S�� `� a J � � � �� ` /� , �� ,,; /� � FLOATINGTURBIDI�� NOTE: FLOATING TURBIDITY CURTAIN SHALL BE CONSTRUCTED OF TIGHTLY s �� / ; � J� � CURTAIN ` �I/�\ y�` %' ';' �o � ,� �� -�,� �_�, S% WOVEN NYLON, PLASTIC, OR OTHER NON-DETERIORATING MATERIAL, PER THE �� '9 �► e / � �' -� -� ^ ,� � �6' �; / r� __- �� s IAL NT PROJECT SPECIAL PROVISIONS. CONTRACTOR TO ENSURE INSTALLATION OF �j► �O ,� i � (�r - - �, -�. TR EN 6' O ; /�� --- - ___ _ -� �� CURTAIN IS FIRMLY SECURE AND PARTITIONED FROM THE PRIMARY STREAM FLOW. /�r �� - ��'�' `"�' �'`� z`�/� - CONTRACTOR TO RECEIVE APPROVAL FROM ENGINEER AND E&SC INSPECTOR - - - �� '� �' �,j�`� Q ._. ' PRIOR TO FINALIZING INSTALLATION OF DEVICE. REGULAR INSPECTION OF DEVICE J � ��,� Q aJ�,� �� e WILL BE MADE AS OUTLINED IN THE PROJECT PERMITS. ANY DEVIATION FROM THE Q O / . �� oo� � � � � � � — Q� �aQOQ �� Q � _— PERMIT SHALL MAKE THE CONTRACTOR LIABLE FOR RESULTING PERMIT c� / G�� VIOLATIONS, AND ANY DEVIATIONS FROM THE PERMIT SHALL BE APPROVED IN / �� WRITING BY THE ENGINEER. , /�►�� 1 GLENWAY nR�vF / ✓�,0 � i� �� — � — � \ — pl� DRIVE � GLENV1� \ I / � 30" CBcG — I � � _ - � ° E� I S T�.I� C�, ^R / . , s � � F�-Row � FU- - � 1 W CON UCTION ENTRAN� I�p I �` FR L N1�'V,�'�'�I �MA IN THI �ki�� ^ �„ �l � I C — c � �� 2 � �-, � � � � ��, C � ��0� �� a � � � ( �� e'�"�>�V�'��-.. � c9 > I c �� J �� v� '% �� a I � � J � � � �; > � ��,� � � � � �'�`� � � � (')' 'L6, �� c�- a X X � C� x — C ) / C � �, GLENWAY DRIVE MATCHLINE Z CONTACT FOR EROSION CONTROL: NCDEQ JAMES MOORE ASSISTANT REGIONAL ENGINEER LAND QUALITY SECTION JAMES.MOORE@NCDENR.GOV 704-663-1699 NOTE: CONTRACTOR NOT TO DISTURB BELOW ORDINARY NORMAL HIGH WATER MARK UNLESS APPROVED TO DO SO BY ENGINEER CONTACT: GABE DOBBS, P.E. 200 SOUTH TRYON ST., SUITE 200 CHARLOTTE, NC 28202 (704) 319-7688 �ISTURBED AREA = 1.90 AC 'ROPOSED IMPERVIOUS SURFACE =0.63 A� . � ao � 0 N N 0 � � N � N � � � � z � O o w � � � � � � o i � � � � Q o 0 _ � c� � z �^ aQo o�= � N I � Iw— r%� w � � � � I Y ~ � � � � � � o�� o � � � w � z �� o � � � 0 0 N ,,,��, . �N �qRO �. �. . ,� � •��c��+��• � / �I, � =O:Q20��JJ/O'y9<� �,: .� ' : SEAL : = ' ' 039877 : � : : . . G� � . % v�'•F�c i NE�-�•' �G' :, . ••.....•• � �. '� �'iF p0 .� ��''••�. � :...••�. z m � o U N � O o � � � � O c=n c� J �� N � � w �- � � d � m m Q � � N a � m � w = O � � � � v Y Q v� Q w �w�= cn o o v J O � 1..` Z � � � r� O z V z U Q — z J � � � O � 1..� V J V O 1..` W � a z Q J 0 � � Q � Z J = w J ~ � � W � � � z OW � � � 0 W Q� � a � J �� a0 � � � � z w ~ � U � � `-' � J J � W 0 � w � SHEET NUMBER C-17