19930475 Ver 1_COMPLETE FILE_19930602

WGILL ASSOCIATES, P.A.
0 CONSULTING ENGINEERS
June 28, 1993
Mr. David Baker
Corps of Engineer
Regulatory Field Office
37 Battery Park Avenue, Room 75
Asheville, North Carolina 28801
RE: Town of Maggie Valley
Moody Farm Road Sewer Line
Haywood County, North Carolina
Dear Mr. Baker:
Please find enclosed a revised set of plans for the above referenced project. The new plans show the
concrete piers being moved out to the edge of the creek with a spacing of 40 feet between piers. The pipe
will be a restrained joint Ductile Iron pipe.
Also included are details for the coffer dams required for construction, the piers and the pipe straps.
Please review the revisions and contact our office if you have any further questions.
Sincerely,
McGILL ASSOCIATES, P.A.
VANN WATERS
VW/pb
Enclosed
cc: Al Matthews
John Dorney
Micky Clemmons
Stephanie Goudreau
90243
P.O. BOX 2259 / 704/252-0575 / 38 ORANGE STREET
ASHEVILLE, NC 28802 704/252-2518 (FAX) ASHEVILLE, NC 28801
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PROJECT LOCATION MAP NOT TO SCALE
APPLICANT:
TOWN OF MAGGIE VALLEY
P.O. BOX 339
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH SEWER LINE
OVER JONATHAN'S CREEK
LOCATION:
BETWEEN U.S. 19 AND MOODY FARM ROAD
NEAR MAGGIE VALLEY, NORTH CAROLINA
COUNTY: STATE:
HAYWOOD NORTH C
SCALE: 1"= 50' DATE: REV. 6/2
31 SHEET 1 OF 5
PROJECT:
SEWER SYSTEM INPROVEMENTS
MOODY FARM ROAD SEWER LINE
ADJACENT PROPERTY OWNERS:
1. JIM LINDSEY

cGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
ASHEVILLE, NORTH CAROUNA
PLAN
SCALE: 1=50
PROPOSED
18" CLASS B RIP-RAP ON
CREEK BANK 10' EACH SIDE
CREEK CROSSING

STA. 11 +05.10 PROPOSED
(5' OFF PROPERTY LINE)
STA. 10+00
CONNECT T(
MANHOLE
PROPOSED
EXISTING
EXISTING
MANHOLE

IN
EXISTING
SEWER LINE
s\
PROPOSED
8" DUCTILE IRON
SEWER LINE
S 04' 48'
?J 250.1
105.10
APPLICANT:
TOWN OF MAGGIE VALLEY
P.O. BOX 339
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH SEWER LINE
OVER JONATHAN'S CREEK
LOCATION:
BETWEEN U.S. 19 AND MOODY FARM ROAD
NEAR MAGGIE VALLEY, NORTH CAROLINA
COUNTY: STATE:
HAYWOOD NORTH CAROLINA
SCALE: 1"= 50' DATE: REV. 6/24/9-3 SHEET
PROJECT:
SEWER SYSTEM INPROVEMENTS
MOODY FARM ROAD SEWER LINE
ADJACENT PROPERTY OWNERS:
1. JIM LINDSEY
CGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
2 OF 5 - A SHEVILLE, NORTH CAROLINA
PROFILE
KALE: HO IZ. 1"= 50 '
VE T. 1"= 5'
100 YEAR FL OOD ELEVATI ON 27
2790
TOP EL V. 2785.0
EXISTIN GRO

2785 ---- - ---- - --- ------ ---
I LF.
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ff
2780 8- at 0.4
-
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INV. ELEV. 2779.75
EXISTING
7 PROPOSED

2775 INV. IN ELEV. 2778.32
INV. OUT ELEV. 2778.16
8" DUCTILE I R OI
4n
PROPOSED
INV. ELEV. 2779.33
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APPLICANT:
TOWN OF MAGGIE VALLEY
P.O. BOX 339
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH SEWER LINE
OVER JONATHAN'S CREEK
LOCATION:
BETWEEN U.S. 18 AND MOODY FARM ROAD
NEAR MAGGIE VALLEY, NORTH CAROLINA
COUNTY. STATE:
MAYWOOD NORTH CAROLINA
SCALE: 1°= 50' DATE. REV. 6/24/93 SHEET
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PROJECT:
SEWER SYSTEM INPROVEMENTS
MOODY FARM ROAD SEWER LINE
ADJACENT PROPERTY OWNERS:
1. JIM LINDSEY
86.
JND
J
cGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
3 OF 5 lwk A SHEVILLE, NORTH CAROLINA
WATER FLOW
CREEK
LINE
A
L
WATER
SAN[
AT
OPEI
PIER
I-TOP OF STRI
PLAN
CLASS B
BED
SECTION AA
COFFER DAM DETAIL
APPLICANT:
TOWN OF MAGGIE VALLEY
P.O. BOX 339
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH SEWER LINE
OVER JONATHAN'S CREEK
NOTES
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2)
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR RACED
W STREAM FOR ANY REASON.
4. STREAM BED SHALL BE DISTMED THE MINIMUM REQUIRED FOR
CONSTRUCTION OF SEWER LINE AND NALL BE RESTORED TO ORIGINAL
CONTOURS WHEN WORK IS COMPLETE
5. ALTERNATIVE COFFER DAM MATERIAL TO BE APPROVED BY THE ENGINEER.
LOCATION:
BETWEEN U.S. 19 AND MOODY FARM ROAD
NEAR MAGGIE VALLEY, NORTH CAROLINA
COUNTY: STATE:
HAYWOOD NORTH CAROLINA
SCALE: 1"= 50' DATE: REV. 6/24/93 SHEET 4 OF 5
PROJECT:
SEWER SYSTEM INPROVEMENTS
MOODY FARM ROAD SEWER LINE
ADJACENT PROPERTY OWNERS:
1. JIM LINDSEY
t
"ILL ASSOCIATES, P.A.
IkAk CONSULTING ENGINEERS
ASHEVILLE, NORTH CAROLINA
j- SPAN
>1'-6" to 4- " 'LOOK FAST' JOM OR EQUAL
DUCTILE IRON PIPE
PIER FOOTING
PIER
" STRAM ( DETAIL THIS SHEET)
r-4• r-o• ?°Vv
PLAN
. ; VARIES
PER FOOM e o ?B4 • 1Y O.MEW.
NOW IRON PIPE II STRAP t ANCHORS (SEE DETAIL THIS SHEET)
•'' b•.' /6 TIES • TI' O.a
.. ? ? CONCRETE PER
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1

pp DDWEIS • 1'-0' as MOUND bx" W CONCRETE PAD TD BE
FBORNC PERBIETER. SET DOWELS CONSTRUCTED F BED ROCK NOT FOUNM
N 3Y x 1'-Y PRFDRILIED HOLES
N ROCK OROUT SOLD WITH "BABECO' NOTES
r53 NON-SH W OROUL EXTDID t. CONCRETE SHALL ATTAIN A COMUMSNE STRE?ICTH OF 3000
DOWELS T4' SIM PIER FOOT M PSI WITHIN 28 DAYS AND SHALL BE AIR ENTRAINED.
8EC T10N 2 ALL CONCRETE SNAIL BE READY IDC CONCRETE YAMIFACTURED
AND DaNEED N ACCORDANCE MW 7HE REQULRlNOlTS OF ASN
DESIGNARON C04.
3. SEE STRAP/MCHOR DETAILS FOR ADOMONAL PFLRYAIION.
CONCRETE PER DETAL
APPLICANT:
TOWN OF MAGGIE VALLEY
P.O. BOX 339
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH SEWER LINE
OVER JONATHAN'S CREEK
LOCATION:
BETWEEN U.S. 19 AND MOODY FARM ROAD
NEAR MAGGIE VALLEY, NORTH CAROLINA
I COUNTY:
SCALE: 1"= 50'
STATE:
DATE: REV. 6
10"
1
3" amrla.o+/IrJ
IIDI?
L ANp NLIS NO SWPS MAIL K ON.VA® NO W A7R4LT ORm
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• fOR ML W NO LNIOM IR T• OM KLAL
? NO= TD BE NV20 N WRAP.
L PWM UOSM NEM =W ¦pI AMT ~ R PWID OM IM
PPE STRAP FOR PIERS
PROJECT:
SEWER SYSTEM INPROVEMENTS
MOODY 'FARM ROAD SEWER LINE
ADJACENT PROPERTY OWNERS:
1. JIM LINDSEY
McGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
SHEET 5 OF 5 - ASHEVILLE, NORTH CAROLINA
1 /2 O.D. PIPE
.-a/4• NA NLT
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 7, 1993
Mr. James Miller
Town of Maggie Valley
P.O. Box 339
Maggie Valley, N.C. 28751-0339
..Dear Mr. Miller:
Subject: Proposed fill in Wetlands or Waters
Sanitary sewer installation
Haywood County
DEM Project # 93475
A14., tr-eejA
?EHNR
Upon review of your request for 401 Water Quality Certification to place fill material in
waters which are tributary to Jonathan's Creek for installation of sanitary sewer located
between US 19 and SR 1307 in Haywood County, as described in your submittal dated 28
May 1993, we have determined that the proposed fill can be covered by General Water
Quality Certification No. 2745 issued January 21, 1992. A copy of the General Certification is
attached. This Certification may be used in qualifying for coverage under Corps of
Engineers' Nationwide Permit No. 25.
If you have any questions, please contact John Dorney at 919-733-1786.
Sincerely,
V_U_
4stton oward, Jr. P.E.
93475.Itr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Vann Waters; McGill Associates
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

A, L
May 28, 1993
McGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
Mr. David Baker
Corps of Engineers
Room 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, North Carolina 28801-2714
UN 2 -19-M ?
INETIRNDS GRQUi'
T? tl,y eTV c?r??n,
4011S
RE: Town of Maggie Valley
U.S. 19/Moody Farm Road Sewer Line
Dear Mr. Baker: .
Please find enclosed a completed Joint Form for a Nationwide Perm o-__25 or the above
referenced project. Also included are plans and details on 81" X 11" sheets for you \ ppro al.
The projects consists of installing approximately 655 LF of DI sewer line in Haywood County for the
Town of Maggie Valley to serve additional customers. The portion of the project detailed on the plans
involves a creek crossing on piers over Jonathan Creek. Due to the elevation, of the existing sewer line on
Moody Farm Road, a crossing under the creek is not possible.
Please review the enclosed documents and contact me if you have any further questions.
Sincerely,
VW/pb
McGILL ASSOCIATES, P.A.
VANN WATERS
Enclosure
cc: Micky Plemmons
John Dorney
Albert Matthews
9W43
P.O. BOX 2259 / 704/252-0575 / 3B ORANGE STREET
ASHEVILLE,NC 2BB02 704/252-2518 (FAX) ASHEVILLE,NC 28801

DEM ID: ACTION ID:
Nationwide Permit Rcquested (Provide Nationwide Permit f): ZS
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGLN-EER
CORPS OF ENGIIN-EERS
DEPARTMEN-T OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAVt'-CO-E
Telephone [phone]
WATER QUALITY PLANTNLNG
DIVISION OF EN'vIR07< "AGEIMEN"T
NC DEPARTMENT OF EN ALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR JOHN DORNTEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENrVIRONMEINTTAL MANAGEMENT.
PLEASE PR NT.
1. Owners Name: Town of Maggie Valle
2. Owners Address: P 0 Bkw 149, Mai P Val l aye North Carol i na 78751-039
3. Owners Phone Number (Home): N/A (Wort;); 70!x/926-0866
4. If Applicable: Agent*s name or responsible corporate official, address, phone number.
N/A
5. Location of wort: (?IUST ATTACH MAP). County: _Haywood County
Nearest Town or Cin-: Maggie Valley
Specific Location (Include road numbers, landmarks, etc.): Between U.S. 19 and Moody Farm Road, S.R. 1307.
6. Name of Closest Stream,1PUver. Jonathan Creek
7. River Basin: Pigeon River
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, vt'S I, or VG'S U? YES [X) NO [ J
9. Have any Section 4,04 permits been previously requested for use on this property? YES [ ) NO [k)
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: Less than
nnP arrP
11. Number of acres of waters of:the U.S., including wetlands, impacted by the proposed project:
Fill ed: 0
Drained: 0
Flooded: 0
Excavated: 0
Total Impacted: 0
12. Description of proposed work (Attach PLANS-8 1/?" X I l" drawings only): Installation of new 8" S. S.
across Jonathan Creek to connect to existing 12" S.S.
13. Purpose of proposed work: Provide sewer service to approximately 100 new customers.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. No impact on wetlands
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [x ] NO[
]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ x] NO [ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? commercial/residential
F. If applicable, what is proposed method of sewage disposal? Sanitary sewer to Maggie Valley WIT.
-S
O is Signature Date

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PROJECT LOCATION MAP NOT TO SCALE
MCGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
ASHEVILLE, NORTH CAROLINA
SEWER SYSTEM IMPROVEMENTS
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROUNA ISHEET 1 OF 5

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#5 DOWELS O 1'-0" O.C. AROUND-
=00TING PERIMETER. SET DOWELS
N 3"0 x 2'-2' PREDRILLED HOLES
'N ROCK. GROUT SOLID WITH 'EMBECO'
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DOWELS 14' INTO PIER FOOTING.
SECTION
2 #6's O 9 O.C.
#6's O 12' O.C.E.W.
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2'Dx8'L.x5'W CONCRETE PAD TO BE
CONSTRUCTED IF BED ROCK NOT FOUND.
NOTES:
1. CONCRETE SHALL ATTAIN A COMPRESSIVE
STRENGTH OF 3000 PSI WITHIN 28 DAYS.
2. SEE STRAP/ANCHOR DETAILS FOR
ADDITIONAL INFORMATION.
CONCRETE PIER DETAIL
SHEET 4 OF 5
McGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
ASHEVILLE, NORTH CAROLINA
SEWER SYSTEM IMPROVEMENTS
TOWN OF MAGGIE VALLEY
HAvwooo couHrr, NORTH CAROLINA
'LOK FAST' JOINT OR EQUAL
DUCTILE IRON PIPE
PIER FOOTING
PIER
3'-0•
STRAP (SEE DETAIL THIS SHEM
)IA. BOLT
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NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED AND HOT ASPHALT DIPPED.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24' AND LARGER USE 1' DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
PIPE STRAP FOR PIERS
MCGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
Akikk ASHEVILLE, NORTH CAROLINA
SEWER SYSTEM IMPROVEMENTS
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
SHEET 5 OF 5