20070741 Ver 2_Revised Fig 2-Site Plan - Wade Hampton Utility Crossing_20211217

NOTES:
1. PRELIMINARY- DO NOT USE FOR CONSTRUCTION.THIS
\ \ m \ PLAN IS NOT INTENDED TO IN ANY WAY TO REPRESENT A
\ \ \ \ \ \\ \ DETAILED CONSTRUCTION DOCUMENT AND IS INTENDED FOR
\\ \ \\\\ \ USACE NATIONWIDE PERMIT SUBMITTAL.
\ O \ \ \ \ \\ N 2. SURVEY BY JOHNSON LAND SURVEYING, INC. DWG NO.
\ 0 20-038T, 9-21-20. GRID NORTH NAD 83 (2011) 2010.0000,
\ , \\ \\ \\ \ \\ R NAVD 88
OST CONSTRUCTION STREAM CHANNEL MUST E RESTORED TO PR CONSTRUCTION CONFIGURATION
\ \ \ DIMENSIONS.
10 5 0 10 20
IN in IN I
\ \ \ \
\ \ \ \ 1 INCH = 10 FT
\ \ \ \ PROPOSED RIP RAP SCOUR PROTECTION ON WEST STREAM CHANNEL
\ \ \ BANK ONLY. TO BE KEYED INTO EXISTING GRADE TO MATCH EXISTING
\ EXISTING SEWAGE FORCE MAIN CHANNECDIMENSIONS AND CONFIGURATION. SEE SECTION VIEW. RIP
\ \ RAP TO BE INSTALLED IN 2 LOCATIONS ON WEST BANK CENTERED ON
ABOVE GROUND STREAM CROSSING WATER AND FORCE MAIN CROSSINGS. THE MAXIMUM LENGTH OF RIP
\ RAP TO BE INSTALLED AT EACH LOCATION SHALL BE 12.5 LF, MEASURED
\\ ALONG THE STREAM WATER'S EDGE, FOR A TOTAL MAXIMUM LENGTH OF
Z 6 APPROXIMATE £ \ \\ 25 LF OF RIP RAP ALONG THE WEST BANK ONLY.
\ EDGES OF WATER
\ S \ \ (UT OF SILVER RUN \r` MINIMIZE STREAMBANK DISTURBANCE ON EAST (LEFT)
CREEK) '\ �a \ \ BANK, RESTORE BANK TO PRE -CONSTRUCTION GRADES
o AND DIMENSIONS AND RE -PLANT AND STABILIZE ALL
LEFT BANK DISTURBED AREAS WITH NATIVE, WOODY
\ \ G� \ \ \ \ \\\ A P \ \\ VEGETATION TO PROVIDE PERMANENT STABILIZATION \ 1 4 \ OF ALL DISTURBED AREAS. TYPICAL BOTH WATER AND
\ \ ) \ J \ \ \ FORCE MAIN PIPELINE REPLACEMENT LOCATIONS.
\ \ \\ \ \ss ( ` •.\\\\ EXISTING 4" PVC AND DUCTILE IRON
\ ABOVE GROUND PORTION OF
\ \ \ \\\\ \ a\ SANITARY SEWER FORCE MAIN TO
\\� �� BE REPLACED. LEXIST
\ LOW PING FORCE OINT WITH 2AIN TODUCTILE EIRON BODWET-TAPPED AT
\ \ TAPPING SADDLE AND 2" FULL PORT BRONZE \ \ \ • • • • • • • /FM
BALL VALVE WITH APPROPRIATE ADAPTOR TO \� \ \' •.: ".: / PROPOSED 4" DUCTILE IRON PIPE.
\ U12 • • • • / INTERNALLY RESTRAINED
DRAIN FORCE MAIN BY PERMITTED SEPTAGE \ •\ • • /
\ PUMP TRUCK PRIOR TO TIEING IN NEW M • • FM SUBSURFACE FORCE MAIN TO
f REPLACE EXISTING ABOVE GROUND
\ SUBSURFACE FORCE MAIN SECTION. NO \ \ ° �•'\�•" SECTION OF FORCE MAIN STREAM
DISCHARGES OF SEWAGE ALLOWED. — ° ° (,BOSSING.
F
1 ;0, M°
\\ \ \ \ \ JW• Y} McKee Development Inc.
Deed
PIatBook
Cab.1,,91
PIN 75815-1Slgide 590
3-5823
LOW PIOINT/WITH 12"" DIUC I BEI OEN BODYED AT PL
TAPPING SADDLE AND 2" FULL PORT BRONZE
HALL VALVE WITH APPROPRIATE ADAPTOR TO
BLOW OFF AND DRAIN WATER MAIN PRIOR TO
TIEING IN NEW SUBSURFACE FORCE MAIN \ �•\:. ' P�
SECTION. NO DISCHARGES OF CHLORINATED \ ,• '• ,•
WATER TO \ .,d�k �' ,�•
McKee Development Inc.
Deed Book 2183 Page 871
Plat Cab. 18 Slide 350
PIN 7581-'30-1692
4 \ I I I \\ \\ \ \ \\\••\ \ EXISTING 4' DUCTILE
IRON \\ \ % I \ \ \ \ \\\\• •. \ PORTION OF WATERD
MAIN TO BE REPLACED.
EXISTING
PROPOSED 4" DUCTILE IRON PIPE,
\..,. :.,-�.., INTERNALLY RESTRAINED
AEND
GRAVEL DRIVE SUBSURFACE WATER MAIN TO °,� \ \\\� \'\
G' ' \ ; REPLACE EXISTING ABOVE GROUND
BUILDING /Y ' ' TO WELL SECTION OF WATER MAIN STREAM
/ \ � .' .'•� � :' .., `, CROSSING.
SEEDING
AREAS TO BE GRASSED SHALL BE SOWN
WITH A COMMERCIAL MIX PRE -PACKAGED
McKee Development Inc.
OF NATIVE GRASSES AND WILDFLOWERS Deed Book 1726, Page 859 JI
WHICH ARE NATIVE TO THE LOCAL AREA. NO PIN 7581-20-0066.57 =4
SEED MIXES CONTAINING TALL FESCUE OR
LESPEDEZA SHALL BE USED. TEMPORARY
SEEDING SHALL CONSIST OF WHEAT, RYE \ \ \ \
GRAIN OR OATS. ANY EROSION MATTING, IF
USED, SHALL BE FREE OF NYLON OR OTHER
TYPES OF PLASTIC AND SHALL BE SHORT
TERM, BIODEGRADABLE MATTING THAT \\ \ \ \ LVr�$ ✓_,. 1�1 r{.�
DOES NOT POSE AN ENTANGLEMENT
HAZARD TO WILDLIFE. ALL SEEDING AND \\ \ \ n �'• :$>m Za, �Su,(�:. •e,. _
MATTING PRODUCTS SHALL BE APPROVED \\ \ V� \ \ EXISTING WATER MAIN ABOVE
BY THE ENGINEER PRIOR TO THEIR USE. GROUND STREAM CROSSING
WADE HAMPTON GOLF CLUB FIGURE
Lofquist & Associates, Inc. PROPOSED REPLACEMENT OF POTABLE NUMBER
PLANNING ENGINEERING DESIGN PROJECT SITE PLAN WATER & SANITARY SEWER STREAM
2l�.so snv, Nc z9 I:=28l 7x11a>a CROSSING MAINS
•rzann�=-,I� I r� ©�o 1 PREPARED FOR: WADE IIAMYTON YOA, INC. Z of 3
RPVISED 121h 21 JACKSON COUNTY, NORTH CAROTIN A