The URL can be used to link to this page

Home My WebLink About20140081 Ver 1_More Info Received_20140218@McGill A S S O C I A T E S February 11, 2014 Ms. Karen Higgins, Supervisor Wetlands Compliance and Permitting Unit NCDENR — Division of Water Resources Water Quality Program 8th Floor Archdale Building 512 North Salisbury Street Raleigh, North Carolina 27604 RE: 401 Water Quality Certification North Carolina Highway 69 Sewer Extension Clay County, North Carolina Dear Ms. Higgins: On behalf of the Clay County, please find attached five (5) copies each of the completed water quality certification submittal for the above referenced project. The submittal package includes a properly executed Pre - Construction Notification Form, Agent Authorization Form, site impacts description attachment, applicable project drawings (5 -8.5 "x11 "; 1 electronic copy), and comment letter the North Carolina Wildlife Resources Commission. Please note that the required application fee in the amount of $240.00 (Clay County — General Account, Check No. 90374) was previously sent by Clay County directly to your office and was deposited February 3, 2014. Please feel free to contact our office if you have any questions or would like to discuss the project further. Sincerely, McGILL ASSOCIATES, P.A. JOSEPH C. WILLIAMS, PE Project Engineer J Enclosures FE? cc: David Brown, PG, United States Army Corps of Engineers wt s1 Paul Leek, Manager, Clay County Mike Dowd, PE, McGill Associates, P.A. X:/2013/13.0036 I /Letters/kh 11 feb 14.doc E n g i n e e r i n g • P l a n n i n g • F i n a n c e McGill Associates, P.A. - P.O. Box 2259, Asheville, NC 28802 - 55 Broad Street, Asheville, NC 28801 828 - 252 -0575 - Fax: 828- 252 -2518 North Carolina Highway 69 Sewer Extension Clay County Clay County, North Carolina Pre - Construction Notification Attachment No. 1 Site Impact Descriptions p FEB Impact No. S1 LW ed» vvN I ER a ►,da�&%rw..A The proposed gravity sewer line will be installed approximately 2 -feet below the streambed o1 Hyatt Mill Creek by open trenching techniques. Temporary sandbag coffer dams will be installed upstream and downstream of the utility crossing area and a temporary pipe will be installed to convey stream flows around the construction area so that utility trenching can be conducted in the "dry ". The construction area is immediately downstream of a concrete double box culvert owned by the North Carolina Department of Transportation. Photograph #1: Existing upstream box culverts Clay County 1 Preconstruction Notification North Carolina Highway 69 Sewer Extension Attachment No. 1 Photograph #2: Creek Crossing Project Site Photograph #3: Proposed Crossing Alignment Clay County North Carolina Highway 69 Sewer Extension Preconstruction Notification Attachment No. 1 ® North Carolina Wildlife Resources Comm_ ission Gordon Myers, Executive Director February 10, 2014 Mr David Brown U S. Army Corps of Engineers, Regulatory Branch 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 SUBJECT. Nationwide Permit Application for Clay County Water and Sewer District Sewer line, Hyatt Mill Creek, Clay County Dear Mr Brown Representatives of Clay County Water and Sewer District requested a permit to cut a sewer line under Hyatt Mill Creek in Clay County Comments from the NCWRC on this permit action are offered for your consideration under provisions of the Clean Water Act of 1977 (33 U S C. 466 et seq ) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended, 16 U S C 661 -667d) Hyatt Mill Creek does not support trout This work should not harm trout spawning and does not need to be avoided during the moratorium provided the work is completed as described in the application Thank you for the opportunity to review and comment on this project Please contact meat (828) 452- 0422 x24 if you have any questions about these comments or require further assistance Sincerely, ��it. Dave McHenry Mountain Region Coordinator, Habitat Conservation Program ec J.0 Williams, McGill Assoc P. Wheeler and A Bushon, NCWRC Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721 Telephone: (919) 707 -0220 • Fax: (919) 707 -0028 I 0 SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: NCDOT R/W adjacent to parcels LOT NO. PLAN,NO. PARCELID: 545900514898 & 545900620279 utility easement in NCDOT R/W approximately 300' north of STREETADDRESS: 2635 NC Highway 69, Hayesville, NC 28904 (See "North Carolina Highway 69 Sewer Extension" project plan set) Please print: Property Owner: Clay County Water & Sewer District (Stephen Sellers, Chairman) Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize Joseph C. Williams, PE of McGill Associates, P.A. (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 33 Main Street, Hayesville, NC 28904 Telephone: (828) 389 -0089 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. �f Date: 17 Jan Iq Authorized Signature Date: r/ ) 1 c: r , \ �i ' HA FSI9-1.E / •(y x . �. r� \ i i Tti. j 1 1�- :� f s. °; lu ivooQ r�"b 190) ✓ / ✓jam (R `o'er► ;)'' rt J for o �\ w?e> / r ao J // �� / _ r `-:. /( ',- � ,,� • \Jf J�t...1 ''�_� �; �.� .! r~ ��; tt�\ l-'� /\ �4�,.�'` i � / -' �� t,�iCt ••' 1 �l PM\ 8 lY� � y - ►ki�G�'" ( •� `` \ 1 1.;.j -.' ��\ll.. .J !:' � (/ p i 1 h` � { � � ; 7,'- �� BM IP 9 .. � � � 4 y� ��✓ � • � � N � EG 3� I) J I - !d.•R.+ya"' l\ +� �,1.. � *P�9 q 5 •.V ` l -� .J�• -` p ` 1Q� \��r "�1 -�.i� �`ae -rte �� _R- �•�`- -(( �,. �• /�� 4 -CA Pl0 ?�� `�'r.��• �M` \�.gV.�t.� /' i� \�� 1.�_l __ ��'•- �` , t of _ ' }'." �." �) �v : • � � � , s�� • � . > f ter. 1 ♦. � .mot -..'1. �� -< �y� L ' .� J- Q � - " I�i! � l A• - ! �� -"°`` - C �'' `c ) � _ "`; Cy. � • - JI � `� (f � N' ON ( '°� • � I"V' �y � �- �, �') i .. r�. � , (�.. /)_~ /J ��,� 7 ` '-.k J � l' t � 17� f"-� {�"� � •� �\ ?`� i, �i =�•1 •�� •4 � ��yr_�� •_ j_��,, I � \' _ C.i �� 'F�,` /i _ �..` � 1 _rl lc` � . ;� <f i! %.-.� ,1�1�.�.'lU %'• � - (iI_i 4 � /J.� -. ! %/, �.c l_ � �, 1 �Jf � ` (Jrf.�, �l /, 0 I.i-� /� .�`\ J. f ��`_l�i �i,��✓ �' '\7 .� '`f '1 I i�t• �N'r/ - 'llik oil 23 lip C' . � � •' � • a-1 ! �� ^ \' � G`f .. 7 C�; iti� i .\ � �.. ., !J` {Z'`�.• �--ti 'i S �y� r �i � Gs � .fie °� �, r ,3,:.: G�'ti"' ,�i�f -� -�( f /,, `J�)t,, ,� Ya�c.ov!�, !\\ (� \ � ��q� -1/ � �8 ,11. >i:j ar«as.r �"p�.fw'r �a '>•= �� , ^r_ �� ♦ PROPOSED s `- '.�� CREEK IMPACT NO. S1 f ri c� .11W'B - v 'j f -_ - �. 'Y S•.,• jam/ ! ' \ R <:. :\ `` 1, Z 7 �)F \��1) \., .,�iP.� 1 �� /: }..� t ,../ y�ri�3'•�r.;. i `.� t r j� �.. •' j( ate' Gib by Idend Ey'� FtH 47 a y � f t� /(� (_"J , e�•�1� -� c`\.� � � `'�_ � \ \C tc .\,•' � � � % J i �'•` I '"'^' uy �:� "� L \J �, s , ''+�7J' r� J.c� � �Y" "' ^.: /� :� � /- -.:. � �. JJ/� i'� (y'�_'X„ao !•!. �(,�) r/�; c t `F/i'-� I `i' �,;'. ! � ` � 4 1 \�i �.i r� `�i,�ti L '� �i /n I�J j`•` `i� '� f." �,� S��lir`�jl�il ~� �1 )��t V/! G��' �MBi /�� t)�lllf \ i r �" .. t V l •r !',�• � 1 -. ✓� t1f. ,. \. � �9 1 I�� 1Y ({ ✓V� � � \� ) �U� r }iJ 11J ',-'�� } �.iP � L/� �� ,• � �� ,IS�IB .arp i � J i RY ;--. � c� , -�� •�' X41 t ,- � 1 Ti 1� -t ;r t � ^.'� : '� \.��`s�.�• r1�'.. • ' - }.��• ~` {� \� l(� C�. -�,'l l) ` l � •_ � cif+ 1 �. � / ♦ � � � t' `5 \./,d-.�1, � j - f "1 LOCATION MAP APPLICANT: PROJECT: CLAY COUNTY NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION 33 MAIN STREET HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS: GENEVA BERRONG PROPOSED CONSTRUCTION: PARCEL #: 545900514898 NEW DUCTILE IRON GRAVITY SEWER LINE COLEMAN JAMES F & ROSEMARY C PARCEL #: 545900620279 LOCATION: HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35.006482 N, - 83.826009 W McG COUNTY: STATE: A S S O C I A T E S CLAY I NORTH CAROLINA ENGINEERING• PLANNING- FINANCE SCALE: 1 3000' DATE: JANUARY 2014 1 SHEET 1 OF 7 55BROADSTREET ASHEVILLE, NC28801 PH.(828)252 -0575 FIRM LICENSE#C -0459 ► I I // i I I I ( i /109- EAR I I I r 1 r / I J I rr l I I ' I � I / II I FLOOD P� L AIxN EL�E V \ 192 6 EXISTI G NCDOT PROPOSED BouNARY CONCRETE MANHOLE PROPOSED COLEMAN JAM 9 8 DI GRAVITY SEWER LINE PARCEL 5459 062027 INSTALLED 2' BELOW HYATT MILL CREEK BOTTOM BY � OPEN TRENCH PER DETAIL. �F�X - _ I 7 % 4 EXISTING � PROPERTY LIN IIII► I 1-j - -- - - -- --- /-- - - - - -- -r �_ �TYP) - -= /llk► ►_I II I - - ► -- I __ — II I HYATT MILL CREEK, — . �, / % - i - -a i it -- -------- r - - - - -- -�- - - -! 11--_ — — 2�= = — — /,� ► I PROPOSED EXISTING I I i l 1 i CREEK IMPACT S1 J I I 1 I CONCRETE BOX CULVERT �ND III i PROPOSED I WING WALLIS I I I I I I ► / I I CREEK BANK STABILI- I 1 i 0) i \ I i i i i ZATION PER DETAIL. I► I I III I I � 11 I I PROPOSED I I I I III I b l I► I I TEMPORARY SILT I o jr i I i i i l l i FENCE (TYP) I r l I II x I I I I I I I I BIER4ZONG GENEVA PARCEL 545900514898 APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 PROPOSED CONSTRUCTION NEW DUCTILE IRON GRAVITY SEWER LINE CREEK IMPACT NO. S1 PROJECT NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION ADJACENT PROPERTY OWNERS GENEVA BERRONG PARCEL #• 545900514898 COLEMAN JAMES F & ROSEMARY C PARCEL # 545900620279 LOCATION • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35 006482 N, -83 826009 W McG COUNTY STATE RASSOCIATES CLAY NORTH CAROLINA ENGINEERING PLANNING -FINANCE SCALE- 1 "= 20' DATE JANUARY 2014 1 SHEET 2 OF 7 55BROADSMEET ASHEVILLE,NC28801 PIL(828)252 -0575 FIRMLICENSE #CO459 EXISTING CREEK TEMPORARY PIPE (SIZED TO SAND BAG BERM CARRY NORMAL FLOW) INSTALL PIPE UNDER TEMPORARY PIPE SAND BAG BERM AL z p + PROPOSED :R LINE J A WWI MEDIUM CREEK CROSSING NOTE: ALL DISCHARGE FROM DEWATERING THE WORK AREA SHALL BE PUMPED TO A DEWATERING SILT BAG PER DETAILS APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 Y: Z�l l i �� T iZ�Zi P► �� I : i � I� l [� 7 ►1 NEW DUCTILE IRON GRAVITY SEWER LINE PROJECT. NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION LOCATION • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35 006482 N. -83 826009 W McG COUNTY STATE RASSOCIATES CLAY NORTH CAROLINA ENGINEERING PLANNING - FINANCE DATE- JANUARY 2014 1 SHEET 3 OF 7 55 BROAD STREET ASHEVILLE NC 28801 PH(828)252 -0575 FIRM LICENSE #C 0459 SAND BAG BERM TEMPORARY PIPE (SIZED TO /-CARRY NORMAL FLOW) EXISTING \_EXISTING CREEK BANK O ��/ CREEK BANK INSTALL PIPE UNDER TEMPORARY PIPE ---------------- - - - - -- - -- - - - - - - - - - - - - - - ----- - - - - -� 1•► APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 PROPOSED CONSTRUCTION NEW DUCTILE IRON GRAVITY SEWER LINE SECTION BB JGY►GR LII4G MEDIUM CREEK CROSSING TEMPORARY AM FLOW ,GS STREAM BED PROJECT NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION LOCATION• • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35 006482 N. -83 826009 W @mcG COUNTY STATE A S S O C I A T E S CLAY I NORTH CAROLINA ENGINEERING PLANNING FINANCE DATE JANUARY 2014 1 SHEET 4 OF 7 55BROADSTREET ASMVIlIZNC28801 PIL(828)252.0575 FIRM LICENSE# C-0459 RESLOPE EXISTING STREAM BANK TO ORIGINAL CONTOURS AND STABILIZE WITH NATIVE PLANT SEED MIX PER EROSION CONTROL NOTES iii -1 I 1 1111 =1 I 1 =11! 11- _ 1 1 =1 I I- III - I I -I I k INSTALL MATTING ON DISTURBED SLOPE I 1 =L1 11=1 I i AREA USING NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL. APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 PROPOSED CONSTRUCTION MAL STREAM LEVEL 3 " -6° RESTORE STREAM BED TO ORIGINAL CONTOURS W/ EXCAVATED MATERIALS. RETURN ORIGINAL STREAM BED SURFACE GRAVEL TO PREVENT SCOURING. STREAM BANK PROTECTION (NO FERTILIZER TO BE USED WITHIN 10' OF BANK) NEW DUCTILE IRON GRAVITY SEWER LINE PROJECT NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION LOCATION • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35 006482 N, -83 826009 W 0mcG COUNTY STATE A S S O C I A T E S CLAY I NORTH CAROLINA ENGINEERING PLANNING -FINANCE DATE JANUARY 2014 1 SHEET 5 OF 7 55BROADSI M ASHEVILLE,NC2888I PIL(828)252 -0575 FIRM LICENSE#C-0459 L INSTALL ON LESS 6 #57 STONE J \ \ \ \` THAN 5% SLOPE ai61 UNDISTURBED EARTH NOTES. 1 FILTER BAG SHALL BE CONSTRUCTED OF NON -WOVEN FILTER FABRIC WITH A MN. B OZ/SQUARE YARD WEIGHT 2. FILTER BAG FABRIC SHALL HAVE A FLOW RATE OF 80 GPM/S.F OR SIZED FOR PUMP DISCHARGE S SILT BAD SHALL HAVE SLEEVE SEWN -IN SLEEVE FOR RECEIVING THE PUMP DISCHARGE AND PUMP HOSE SHALL BE SECURELY ATTACHED TO SILT SAO 4 SILT BAG SHALL BE REPLACED WHEN HALF FULL OR PUMP DISCHARGE RATE IS REDUCED ENOUGH TO CAUSE OVERFLOW CONTRACTOR SHALL PROVIDE ADDITIONAL BAGS AS REQUIRED D. BOTH FILTER BAG AND SILT WITHIN SHALL BE DISPOSED OF IN A PROPER MANNER AFTER MATERIAL INSIDE IS DRY, RESULTING N NO DISCHARGE TO THE STREAM B FILTER BAG AND DISCHARGE HOSE SHALL BE LOCATED A MINIMUM OF 20' FROM TOP OF CREEK BANK TO ENSURE FILTERED WATER IS NOT DIRECTLY DISCHARGED BACK TO CREN WATERS DEWATERING SILT BAG REVISION DATE - NOVEMBER, 2009 APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 PROPOSED CONSTRUCTION NEW DUCTILE IRON GRAVITY SEWER LINE PROJECT NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION LOCATION • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35 006482 N, -83 826009 W McG COUNTY STATE MASSOCIATES CLAY NORTH CAROLINA ENGINEERING PLANNING -FINANCE DATE JANUARY 2014 1 SHEET 6 OF 7 55BROADSTREET ASHEVTLLE NC28801 PIL(828)252 -0575 FIRM LICENSE #C-0459 !_ 12" MIN GE07EXTU FILTER SAO Sam FOR PUMP DISCHARGE RATE : ::4 :::, L INSTALL ON LESS 6 #57 STONE J \ \ \ \` THAN 5% SLOPE ai61 UNDISTURBED EARTH NOTES. 1 FILTER BAG SHALL BE CONSTRUCTED OF NON -WOVEN FILTER FABRIC WITH A MN. B OZ/SQUARE YARD WEIGHT 2. FILTER BAG FABRIC SHALL HAVE A FLOW RATE OF 80 GPM/S.F OR SIZED FOR PUMP DISCHARGE S SILT BAD SHALL HAVE SLEEVE SEWN -IN SLEEVE FOR RECEIVING THE PUMP DISCHARGE AND PUMP HOSE SHALL BE SECURELY ATTACHED TO SILT SAO 4 SILT BAG SHALL BE REPLACED WHEN HALF FULL OR PUMP DISCHARGE RATE IS REDUCED ENOUGH TO CAUSE OVERFLOW CONTRACTOR SHALL PROVIDE ADDITIONAL BAGS AS REQUIRED D. BOTH FILTER BAG AND SILT WITHIN SHALL BE DISPOSED OF IN A PROPER MANNER AFTER MATERIAL INSIDE IS DRY, RESULTING N NO DISCHARGE TO THE STREAM B FILTER BAG AND DISCHARGE HOSE SHALL BE LOCATED A MINIMUM OF 20' FROM TOP OF CREEK BANK TO ENSURE FILTERED WATER IS NOT DIRECTLY DISCHARGED BACK TO CREN WATERS DEWATERING SILT BAG REVISION DATE - NOVEMBER, 2009 APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 PROPOSED CONSTRUCTION NEW DUCTILE IRON GRAVITY SEWER LINE PROJECT NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION LOCATION • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35 006482 N, -83 826009 W McG COUNTY STATE MASSOCIATES CLAY NORTH CAROLINA ENGINEERING PLANNING -FINANCE DATE JANUARY 2014 1 SHEET 6 OF 7 55BROADSTREET ASHEVTLLE NC28801 PIL(828)252 -0575 FIRM LICENSE #C-0459 W MAIL STANDARD STRENGTH FABwc wTM WIRE FENCE 0 MAX D(TRA STRENGTH FABRIC WITHOUT WIRE FENCE ( STEEL POST J C (111N. 133 LB/� B' DOWN k 4' J FORWARD ALONG THE TRENCH SECTION VIEW FILTER FABRIC EXISTING / GROUND THOROUGHLY UPSLOPE AREA) MIN. mISNI 24' SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SOFT) a2 100 10.000 2705% T5 7,500 570102 50 5.000 10 TO 20% 25 2 500 >202 15 1,600 APPLICANT CLAY COUNTY 33 MAIN STREET HAYESVILLE, NC 28904 PROPOSED CONSTRUCTION NEW DUCTILE IRON GRAVITY SEWER LINE PLASTIC OR WIRE TIES FASTING GRADE HIM 1 FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. a SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. REFERENCE NCOENR LAND QUALITY SECTION DESIGN MANUAL. 6.52 SEDIMENTATION /SILT FENCE REVISION DATE - NOVEMBER 3 2008 PROJECT NORTH CAROLINA HIGHWAY 69 SEWER EXTENSION LOCATION • HYATT MILL CREEK AT NC HWY 69 BOX CULVERT 35.006482 N. —83 826009 W amcG COUNTY. STATE A S S O C I A T E S CLAY I NORTH CAROLINA ENGINEERING PLANNING FINANCE DATE JANUARY 2014 1 SHEET 7 OF 7 55 BROAD STREET ASHEVRLE. NC 28801 PH (828) 252 -0575 FIRM LICENSE If C-0459