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BASE__FIfOQP ELEVAWN LINES ARE SURVEY NOTES
DEVELQEE
NATE LOCATION 0FROM `FEMj ZQMER:
I RM AP.,, CATAWBA COUNTY 1) THIS IS A TOPOGRAPHICAL SURVEY AND NOT ALL BOUNDARY LINES WERE SURVEYED. LINES
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PO BOX 389 NOT SURVEYED HAVE BEEN NOTED AS COMPUTED AND HAVE NOT BEEN VERIFIED BY FIELD
LOODWAkAREAS
F LOCATION.
IN ZONE AE�\ NEWTON, NC 28658 2) ALL ELEVATIONS SHOWN ARE BASED ON NAD 83 DATUM.
PHONE: 828-465-8261 3) ALL BEARINGS SHOWN ARE BASED ON N.C.G.S. NAD 83 DATUM (VIA GPS OBSERVATION).
FAX: 828-464-5216
4) ALL DISTANCES ARE HORIZONTAL MEASUREMENTS UNLESS OTHERWISE NOTED.
5) THIS PLAT IS NOT FOR RECORDATION AS PER G.S. 47-30 AS AMENDED.
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QQNIAQT PERSON RESPONSIBLE EQR MAINTENANCE: 6) ALL CORNERS MOINUMENTED AS SHOWN.
�k 7�L CATAWBA COUNTY 7) UNDERGROUND UTILJTIES WERE LOCATED PER LOCATION MARKINGS ON SITE BY OTHERS.
CD 4- PO BOX 389 THE SURVEY COMPANY, INCORPORATED IS RESPONSIBLE ONLY FOR THE LOCATION OF ABOVE
LO NEWTON, NC 28658 GROUND MARKINGS AND NOT THE ACTUAL LOCATION OF UTILITIES BEING MARKED. THERE MAY
00 -465-8261 BE OTHER UNDERGROUND UTILITIES ON THIS SITE OTHER THAN THOSE SHOWN. BEFORE DOING
PHONE: 828
FAX: 828-464-5216 ANY DIGGING CALL NC ONECALL (1-800-632-4949). -8
6) SURVEY FOR THIS PARCEL WAS PREPARED BY THE SURVEY COMPANY, INC., 4105
HERITAGE WALKING TRAIL CONTACT: MR. BARRY EDWARDS, P.E.
STUART ANDREW BLVD, CHARLOTTE, NC 28217, (704) 561-9970.
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CON 104 4-
CRETE SITE BEFORE YOU DIG CALL 811
WALL W/SAFTEY
GRAPHIC SCALE OR 1-800-632-4949
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RAIL
41 AT LEAST 48 HOURS PRIOR
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TO CONSTRUCTION
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0all (Tenter
(TYK) into A044 f0w1w Wie
-UPON AREAS SHALL MAINTAIN A MIN. 50'
BUILT
LEED S.S, CRECIT 1 - SITE SELECTION: ALL SILT FENCE
CLEA BUFFER FROM ALL PERENNIAL AND GENERAL NOTES
ITERMITTENT SURFACE WATERS.
M4� 1. PERIMETER DIKES, SWALES, DITCHES, AND SLOPES SHALL BE STABILIZED WITHIN 7 DAYS OF ANY
7
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2h CUT AND FILL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITHIN 7 DAYS OF ANY PHASE OF
R Q GRADING. IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
4 ALLOWED.
CCAS PROJECT
-M Tnio6ows Tn 4016-00 in
BOUNDARY
TO TD
-.9dr 6.36 ACRE GRADING AND 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
D ISTS 4- 3. CUT AND FILL SLOPES 3:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF
C) 4. ALL OTHER AREAS NTH SLOPES FLATTER THAN 4:1 SHALL BE STABILIZED WITHIN 14 DAYS OF ANY
C) PHASE OF GRADING EXCEPT FOR PERIMETERS A14D HIGH QUALITY WATER (HQW) ZONES WHICH SHALL BE
0
CID TS STABILIZED WITHIN 7 DAYS.
5. ALL DITCHES AND AREAS OF CONCENTRATED FLOW WITH A VELOCITY EXCEEDING 2 FT/SEC SHALL
BE STABILIZED WITH EROSION CONTROL BLANKETS, LINED WITH EROSION CONTROL STONE OR RIPRAP AS
SPECIFIED ON PLAN.
6. SILT FENCE SHALL BE PLACED 10 FEET OFF THE TOE OF FILL SLOPES AND SOL STOCKPILES TO
PROVIDE ADEQUATE SPACE FOR SEDIMENT STORAGE AND MAINTENANCE.
DISTURBED LIMITS
ACRES 7. STABILIZE AND SEED SEDIMENT TRAP SLOPES IMMEDIATELY AFTER CONSTRUCTION.
8. CRITICAL SLOPES (3:1 OR STEEPER) SHALL BE STABILIZED AS SOON AS POSSIBLE. FACE OF
V SLOPES 2:1 TO 3:1 SHALL BE REINFORCED NTH NORTH AMERICAN GREEN S150 DOUBLE NET STRAW
SS
SS
BLANKET OR APPROVED EQUIVALENT. AS AN ALTERNATE, THE GRADING CONTRACTOR MAY HYDROMULCH
100 LEE CREDIT 5.1 SITE THESE SLOPES WITH NORTH AMERICAN GREEN HYDRA-CX2 (A HIGH PERFORMANCE FIBER REINFORCED
.... . . ...... ... D Sl� MATRIX) OR AN APPROVED EQUIVALENT. DOCUMENTATION OF PRODUCT SELECTED BY THE CONTRACTOR
0%10 DEVELO ENT - PROTECT OR SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO APPLICATION.
fm F. E". 13 6 j7. Co RESTORE BITAT: AREA 3.67
ACRES
TS 9. INLET PROTECTION SHALL BE INSTALLED AT ALL INLETS IN THE WORKING AREA AND MAINTAINED
A UNTIL THE SITE IS FULLY STABILIZED.
10. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND
r-11 EM SIREETSCAPES, AS NEEDED, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE LIMITS OF
r-1 DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS.
___C Iss 11. THE STREETS AND PAVED AREAS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES
OR A WASH STATION WILL BE REQUIRED.
SS 11 REFER TO PLAN FOR AREAS OF PERMANENT SEEDING. COORDINATE PERMANENT GROUND COVER
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------ cv 4f 13. FLOOD PLAIN ZONE AE IS NOT WITHIN THE CCAS PROJECT BOUNDARY.
--INSTALL 22' THICK MIN. STONE BAS EXTEND
U)", 10' EITHER SIDE OF NGAS LINES TO IDGE 11 THE PROJECT MAY REQUIRE A PRE-CONSTRUCP0N CONFERENCE BEFORE THE GRADING PERMIT IS
5 TV! ISSUED.
CONSTRUCTION TRAFFIC (TYP.)
15. A RAIN GAGE MUST BE KEPT ON SITE.
IR I r JB- 16. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATEFTIAT STOCKPILES MUST BE
SOS
AN 17. TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORMWATER PERMIT CONDITIONS AND/OR
01- -301- -301- --301-
2 "M � OEM MINES HAVE UNAUTHORIZED I WATER QUALITY IMPACTS ARE SUBJECT TO FINES. IF SEDIMENT IS DEPOSITED IN A
D TD nd - ------ And ------ 71-177 And ------ ------ And ------ nd -
--- HOURS AND PROVIDE WRITTEN NOTICE N TIN 5 DAYS.
41 7 1.. AL W W 1W W CONSTRUCTION SEQUENCE
TD A
TO TO q!pt rl 7 b d! .1-4400 M-4� T9_ N�w momi 9* - 11, OBTAI�N,I GRADING PERMIT AND OR EROSION AN�_') SFIDIPFINT CONIROL PERMI-I F
PuE_ UE-,- - PUE-----, PUE PUE- PUE - PUE v u PUE-- PUE--- -- We ------ ------ PUE-
1 HOLD PRE-CONSFRUCTON CONFERENCE AS NECESSARY,
D all -
A -I
TCE-- TCE =�C-E.A_
PROP. TCE--- TCE- TCE- TCE ------ ------ TCE ------ - I ----- TCE ------ ----- 3� INSTALL TEMPORARY GRAVEL CONSIRUCTON [NTRANCE/EXV.
FUTURE DRIVE
"ONTROL DFVICFS
1 NEXT INSTALL SFEAMENI TRAPS WITH BAFkILES� INSTALL ALL OTHER EROSION C,
rfk�,DL U�-
UQE-- LM-
'D UTLITIES AdAD PERMANENT HARDSCAPES NOT REQUIRED TO HE
A PROTECT ALL INSIALLI_
T ---- UGE --------- Wx___ -UGE- REMOVED DURING CONSTRUCTION. CONTACT PIE ENTNLER OR GFNFRAL CONTRACTOR T ANY
ammomm � 00--A&I I i
B/L- B/L- B/L- B/I ------------ 8/0 ----------- EYN --------------- ES " d Abeam R H vwy- 1 UJTILITIES MIUST BE VOVED 70 (_,'OMMFNCE GRADING OPERATIONS. IRRIGATION SYSTEMS SHALL BE
50
Now W�u RNSED OR RELOCATED AS REQUIREP AND 05TAVO LANDSCAPING TREES AND SHRUBS SHALL, BE
'INAL LOCATION ASAP.
SAVED/RELOCATED AND PLACED BACK !N ,\PP'�0XIM/\TE ORiG
BA
6. RI1100m ALA DFSIROYED IRFES ANE DFBRS FROM SITL
Omm""m a B
7. OBTAKI CERTFICATE OF COMPUANCE THROUGH ON-SIFF INSPECTION BY EROSICIN CONTROL
OFFICER,
, AS 8 COMNENCE WITH CUT AND FIL AND OTIOR GR;xDING OPERATIONS TO BRING THE SITE TO GRADE
-10ULD CUAE FROM
FOR CONSFRUCTION OF UTIL11FEL DFYVES AND THE BUILDING, FILL MATERIAL SI
STOCK PILL FLR AL ON
ONSITE UNLESS THIERE IS A LARGE AMOUNT OF UNSULIABLE MATERIAL I M A I I
'ONTROL MEASURES AS REQUIRED AS THE SaE CHANGES SHAPE AND
SITE� ADJUS'I EROSION C
LEED NOTES MAINTENANCE PLAN ELF-VADON. �NSURE THAT DAL DIRECTION OF OVERLAND FLOW FL(OWS TOWARDS THE SEDIMENT
TRAPS OR OTHER EROSION/SEDIMEN1 CONTROL MEASURFS AND TIAT SEDIMENT WILL BE CONTANED
LEED SS PREREQUISITE 1: CONSTRUCT!ON ACTI\ATY POLLUTION 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION AT LEAST ONCE A WEEK AND ON SITE,
PREVENTION - FOR THE rPROJECT T() ACHIEVE LEED CERTIFICATION WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A 24-HOUR PEFTIOD). CONTRACTOR MUST TAKE
CONTRACTOR MUST ACCOMPLISH THE FOLLOWING OBJECTIVES FOR THE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE. 9. INSTALL SANITARY SEWER AND STORMWAFFFR UVOIFS. INSTALL WATER LINE UJILITIES. GRADL
CCAS PROJECT SITE AND ANY OFFSUE BORROW OR WASTE SITES: FOR DRIVES, PARKING AND BUILDING PAD.
2. CONTRACTOR MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES YOUR SITE AND EVALUATE THE EFFECT ON NEARBY
A. PREVENT LOSS OF SOIL DURING CONSTRUCTION BY STORMWATER STREAMS OF? WETLAND& CORRECTIVE ACflON MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE OR INTO A STIREAM OR WETLAND, OR 10. AS SOON AS STORM DRAIN UNES AND NUT BOXFS ARE INSIALLED, PLACE GRAVEL INLET
RUNOFF AND/OR WIND EROSION, INCLUDING PROTECTING TOPSOIL BY CAUSES A VISIBLE INCREASE 1N TURBIDITY (CLOUDINESS) OF ANY WATERBODY. PROTECDON AROUND PROPOSED INLETS AND CATCH BAVANS AND MAINTAIN UNTIL DRIVES ARE PAVFD,
TEMPORANY SKIMMER SEDIMENT BASIN STOCKPILING FOR REUSE KEEP SLEAMEN1 FROM SPILLING INTO NLETS UNTIL SURROUNDING SOIL IS FULLY VF-GETA7ED.
B. SHALL PREVENT SEDIMENTATION CF STORM SEWERS OR RECEIVING 3. RECORDS MUST BE KEPT OF INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
BASIN # 1: MIN. STORAGE CAPACITY 18000 CUBIC FEET ACRF STREAMS 1� AS ROUGH AND FINAL GRADLS ARE COMPLETED, LEAVE THE SURFACE SLIGHTLY ROUGHENED AND
DISTURBED AREA DRAINING 10 BASIN= Z6 AC REQUIRLD SURFACIF AREA 2022 SF REQUIRED VOLUMF C. SHALL PREVENT POLLUTION OF THE AIR WITH DUST AND 4. THE SEDIMENT TRAP WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 1.5 FEET OF SEDIMENT DEPTH. GRAVEL WILL BE VECETA_T[E AND MULCH WITHIN 15 DAYS,
4680 CF Q10 = 6�22CFS SKIMMER PIPE DIA.-2.0 SKIMMER ORIFICE DIA.=--1�25 PARTICULATE MATTER CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
AVG. LENGTH = 101 AVG. WID TH = 30' DISICA DEPTH = Z5% 1.5 EXCAVATED BELOW CRADE D. MINIMIZE SITE DISTURBANCE DURING CONSTRUCTION AND CARY OUT 12 INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES WEEKLY AND AFTER RAINFALL EVENTS.
VOLUMF � 5250 CF SURFACE AREA = 3000 0 SITE RESTORATION EFFORTS TO PREVENT EROSION AND 5. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND GRAVEL INLET P7,Q'TEC7110N DEVICES WHEN STAGE CAPACRY HAS BEEN NEEDED REPAdRS ATL BE MADE IMMEDIATELY. KEEF ACCESS DRIVE CLEAN OF MUD AND DEBRIS.
WEIR LENGTH 6' MIN� MAX SEDIMENT DEPTH � 1.5' 8FRM SLOPE = 2:1 FREI-- BOARD - 1�0' MIN, SEDIMENTATION APPROXIMATELY 50XFILLED. GRAVEL WLL BE CLEANEO OR REPLACED WHEN THE SECIMENT POOL IIC) LONGER DRAINS PROPERLY.
TOP OF" BERM 5' BOTTOM ELEVATON = 85&0' REQUIRFS 3 BAFFLES THE CONTRACTOR SHALL FOLLOW THE E&SC PLAN APPROVED BY 6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT 13, MAINTAIN SOIL f-__ROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
NCDENR DIVISION OF LAND RESOURCES AND SHALL ADJUST AND FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 14. REQUES-f FINAL APPROVAL BY EROSION CONTROL OFFICER.
GENERAL SEQUEN'CE SCHEDULE OF CONSTRUCTION MAUNTAdN MEASURES AS NECESSARY THROUGHOUT THE DURATION OF
THE PROJECT. 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 15. LEVEL OUF ANY STOCK PILFD AREAS.
CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION THE CONTRACTOR SHALL FOLLOW 19E NPIDES STORMWATER DISCHARGE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 10 REMOVE SOI EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
CONSTRUQDON ACCESS CONSTRUCTION ENTRANCE, FIRST LAND-INSWRIIING ACTIVITY--STABIUZE BARE AREAS IMMEDIATELY PERMIT FOR CONSTRUCTION ACTIVITIES ISSUED BY NORTH CAROLINA 8. ALL TEMPORARY DIVERSIONS, BERMS, SLOPE DRAINS, SILT FENCE, INLET PROTECTION, AND OTHER BMPS SHALL BE MAINTAINED AND
CONSTRUCTION ROUTES, EQUIPMENT PARKING AREAS. WITH GRAVEL AND TEMPORARY VEGETATION AS CONSTRUCTION TAKES PLACE. DIVISION OF WATER QUALITY. ADHERENCE TO THE APPROVED E&SC RESHAPED WHEN REQUIRED AS THE GRADE OF THE SUE CHANGES OR AT THE END OF EACH DAY THAT DEVICES ARE DAMAGED BY 17, TOTAL CONSTRUCTION &ME FOR DEVELOPING THE PROjECT SHOULD BE 113 MONTHS,
SEDIMENI ISAPS AND BARRIERS BASN TRAPS. SEDIMENT INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE IS ACCESSED. PLAN IS AN ENFORCEABLE COMPONENT OF THE STORMWATER PERMIT. CONSTRUCTION EQUIPMENT.
FENCES, AND OUTLET PROTECTION. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DURING GRADING.
RUNOFF QQNjRQL' DIVERSIONS, PERIMETER DIKES, WATER INSTALL KEY PRACTICES AFTER PRINCIPAL SEDIMENT TRAPS AND BEFORE LAND
BARS, AND OUTLET PROTECTION. GRADING. INSTALL ADD11IONAL RUNOFF-CON'MOL MEASURES DURING GRADING.
SUNOFF CQNYEYANCE SYSTEM STABILIZE STREAMBANKS, WHERE NECESSARY, STABILIZE STREAMBANKS AS EARLY AS POSSIBLE. INSTALL PRINCIPAL EROSION CONTROL DATA TABLE LEGENED
DRAINS, CHANNELS, INLET AND OUTLET PROTECTION, AND RUNOFF CONVEYANCE SYSTEM WTH RUNOFF -CONTROL MEASURES. INSTALL REMAINDER
SLOPE DRAINS. OF SYSTEM AFTER GRADING.
LAND CLEARING AND GRADING SITE PREPARAMON-CUTTING, BEGIN MAJOR CLEARING AND GRADING AFTER PRINCIPAL SEDIMENT AND KEY RUNOFF -CONTROL 0 11 6 dooms 0 11 musel
FILLING AND GRADING. SEDIMENT TRAPS, BARRIERS, DIVERSIONS, MEASURES ARE INSTALLED. CLEAR BORROW AND DISPOSAL AREAS ONLY AS NEEDED. 4- 4-
DRAINS, AND SURFACE ROUGHENING. N5150 44DIATIOIAL CONTROL MEASURES AS GRADING PROGRESSES. MARK TREES AND
BUFFER AREAS FOR PRESERVATION.
SUREACE 51AMUZATIQN: TEMPORARY AND PERMANENT APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL
SEEDING, MULCHING, SODDING, AND RIPRAP. DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE.
Bui ING QQNSIEWC11ON BUILDINGS, UTIUTIES, AND PAVING. INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES AS WORK TAKES PLACE. IT SHAtt BE THE CON711417761?15 RESPONSIBILITY
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--It 101 --4y CON T4 C T THE C1 WL ENC.11VEER rO INSURE 7NA T
LANDaIIIJENG ANDLEINAL SI681LIZAICN TOPS01UNG; TREES LAST CONSTRUCTION PHASE--STABIUZE ALL OPEN AREAS, INCLUDING BORROW AND ALL PSIRTFS ARE IN POSSESSION Of- THE' 1/05T
AND SHRUBS, PERMANENT SEEDING, MULCHING, SODDING, AND SPOIL AREAS. REMOVE AND STABILIZE ALL TEMPORARY CONTROL AREAS.
RtPRAP. 6CxU#RFRff-A1VT SET OF 6007TI/CRICAN DOCUA-fENT5,
MAINTENANCE (1) MAINTENANCE INSPECTIONS SHOULD BE PERFORMED WEEKLY, AND (2) AFTER PERIODS OF RAINFALL, MAINTENANCE REPAIRS SHOULD BE MADE IMMEDIATELY.
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HICKORY, NC 28601
11DINE (828) 320-3367
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PROJECT PHASE:
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