20200941 Ver 1_Grading & Erosion Control 7.20.20_20200721

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THIS DRAWING IS AN INSTRUMEM
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RIGHTS INCLUDING THE COPYRIGF
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NARRATIVE: SELF -INSPECTION NOTE: ....l::+:;. wL \ ( / l / I I l /l l ll / �� • �%// //// ///// //////%/ /��/ II I \ �� \ J /�/ l / I
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The proposed project is for the construction of a new roadway and supporting The GC shall, on behalf of the landowner/financially responsible party, perform an
infrastructure. This project is located off South Business 52, Albemarle, Stanly inspection of the area covered by the plan after each phase of the plan has been
County, NC. Total disturbed area for this project is 30.19 acres. The scope of completed and after establishment of temporary ground cover in accordance with G.S.
work includes installation of erosion control measures, clearing, grading, construction 113A-57(2). The person who performs the inspection shall maintain and make available '!!!// / i // / / / / / / / / / / / / / / h 560
of a new roadway, and installation of utilities. a record of the inspection at the site of the land -disturbing activity. The record shall I ' / / / / / / / // / / / / / / / / / // / // // // / / / // ; �, \ \ \ / / I / I /
\ \ set out any significant deviation from the approved erosion control plan, identify any
MAINTENANCE PLAN: --measures that may be required to correct the deviation, and document the completion III / / / / / / / / /// / / / /// // / MATCHUNE -
of those measures. The record shall be maintained until permanent ground cover has I 1 ( / / / / / / / / / / / / SHEET1 /L06
The following maintenance plan shall be followed until the site is completely stabilized after construction. During been established as required b the approved erosion and sediment control Ian. The 1 / / / / / / / / // / / GEC_2'
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construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control q Y PP P / / / / // / /
structures. self -inspections required are in addition to inspections required by local and/or regional / I / / / / / / / // / / // _s
_erosion and sediment control authorities. / / / I / / / / / // / / // / / / // / / / / 1 / cr> 69
1. A to must be kept for the site documenting each rainfall event and measures taken to repair or replace an
9g P 9 P P Y\�\ ��
damaged erosion control measures. All NPDES rules shall apply.
565
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at \
least once ever week. An needed repairs shall be made immediate) so that all erosion control measures are
D
D maintained as designed. Y P Y
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir \ \ \ \ \\\\ \\ \\\\\ \\ \ \\ \IIII \ \ \ \ \ \ \ \\\I / I II / / / // / / / / / / // / / / / / / / 1 I \
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. ^�\\ \I II` _ ` I IIII / / / / / / / / / / /
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in \ 11 �
order to maintain a dense vegetative cover. \ \ \\ \\\ \ \ \ \\ \\ \ \ \ \1 // / / / / / / / / / / / / / / / / / 1 / - -574
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be/
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits \ \ \\ Ilr \ \ \ \ \ 11 I / / / / / / / / / / / 575
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared -\\ \\\ \ \\ \\ 1 \ \ \ \ \ \ / / / /
and seeded. \ \ \ \ \ \ \ \\ \\ \ \\\ \\ IIII ' \ \ \ \ \
I \ \ \ \\ \ \ \ \\\ \\\ \ 11 \� \ \ \ \ \ \ \ \
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a \ \ \ \ \ \\ \ \ \ \ \\\ \\\\ \\\ \ \11\ 1\ \ \ \ \\\\ \ \ \ \ \ VI ( LIB \\\\ \\\ \ \\) I I I I I / I I• ( / / / / / ( / / /// ♦ / /�'16 - - \ \ \ \ \ \ \\ \ \ / / / / / / / /
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal. \ \ \\ \ \ \\\ \ \ \\ \ \\\ \\\\\ \\\ \I\I I� \ \ C �\\�\\\\\ \ \\\ \\ I I
If
7. Any off -site borrow and waste required for this project must come from a site with an approved erosion control plan, \ \ \ \ \ \ \ \ \ \\ \ \\\ 1 \ \ \ \ \ \ \ (�/ \ \ \ \ \ \ 1 ) I I I
\ \ \ \\ \ IIII \ \ \ \ \\ \ \ \ I \\ \ / LIMITS of I I ♦I / / ♦ / \ \ \ / / 1 / / / / /
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management. \ \ \ \ \ \ \\ \\ \ I \ \ \ \ \\ \ \ \ CONSTRUCTION I `n
Trash debris from demolition activities or generated b an activities on site must be disposed of at a facility \ \ \ \ \ \ \\ \ \ \\\\ \\ \\I \ \ I III \\ \ \ I / / I I tD
/ 9 Y Y P Y \ \ \ \\ \ \\ I 1`�l i. I \ �♦
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \\\ IIII\ \ \ \ \ \ \\ \o \ I I \\ 11 SILT FENCE, TYP. AS
Resources rules and regulations. \ \ \ \ \ \\ \\ \111 I\ - \ \ \ \ \ems\ \\ \ \ \ I I I I III /
9 \ \ \ \ \ SHOWN. REF. DETAIL I \ �� ♦ �0 ♦ \ \ \ \ / / / /
\ \ \ \ \ \ \ \ \\ \\\\\\ III / I 1 / I ♦ / I.:a 5 �♦ / / \ \ \ \ \ \,, _�/ / / / / /
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit \ \ \ \ \ \ \\ \ \ \ �`u,\ I I / / / VEGETATED SWALE VS-3.I
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is \ \ \ \ \ \ \ \ \\ \ \ \\\ O LINE W/ STRAW W/ NET / \ I , r ♦ I / / / \ \ \ \\ \ \ - / / / / / / / / / /
\ \ shorter) following completion of construction development. \ \ \ \ \\ \ \ \ \ \ \ \\\\ \\\ \ \� \� \\ I / // / / ( / / IMMEDIATELY AFTER-
\ INSTALLATION / 4�♦I ) / / \\ \\\\ \\ \\\ // // ////// //////
CONSTRUCTION SEQUENCE:
\ \ I//SEDIMENT ' TRAP ST-3,1. Obtain plan approval and permits prior to beginning work. LEGEND DIM: 20'X40'X2'
2. Flog the work limits to prevent unnecessary clearing. Temporary Sediment Trap / / / ♦ / l o ♦♦ I I r\l / � / / / \ \ \\ \ \ \ \ \ \ \ - - / / // / // / // / / / //
/
1,200 CF TOTAL VOLUME Q WEIR // 2♦ I `� / \ / / / // / /
\ 3. Hold pre -construction meeting at least one week prior to starting construction. \ \ \ \ \ \ \\ \\\ \ O // / I I
1 \ \ \ \ - \ \ / 800 S-- SA @ WEIR / 1 I ♦ / \ \ / / / / / /
\ Notify NCDEQ 48 hours prior to meeting. �� Temporary Sediment Fence \ \ \ \ \ \ \ \\\\ \ \ \ a, / / I / �
4. Clear enough vegetation to install perimeter erosion control measures. \ \ \ \ \ \ \ \ \ \\\\\\\\\ \\\I �/ �// I/ / / I / BOTTOM ELEV: 537.00' / / 1 r / r o�♦ I / \ \ �r / / / / /
\\• 5. Install silt fence. T� T� Limits of Construction \ \ \ \\ s I II / I I SPILLWAY ELEV: 539.50' / Q♦ I / I I / / / / / / /
\ \ \ \ \ \ \ I I /
6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer \ \ \ \ \ \ \ \ TOP OF DAM ELEV: 541.00'
basins shall be stabilized immediately after construction. Construct all remaining Q Rip Rap/ Stone \ \ \ \ \ \\\\ \ \III I I I I I I I SPILLWAY LENGTH: 4'
perimeter erosion control measures. 1 \ \ \ \ \ \ \ \ \\ \\\\I\ 1\\\\I III (� I II I I I I I I / / r♦ `O I I / / / / / / / / / /
7. Clear and grub remaining site as required. Slope Matting \ \ \ \ \ \ \\ \ \ \\ \\\\\ I\ \ III I / I I I COIR MESH BAFFLES,/ / r ♦ / / / / / / / / / /
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more 1 \ \ \ \ \ \\ \ \\ \ I I I II I I / TYP. AS SHOWN / `'�� /' / PERIMETER DIKE, PD-4.
area than necessary. Install slope matting as shown on plans. Seed slopes in Level Spreader \ \ \ \ \ \ \\ \\\\ _ \\\\\\\\ \\\ -O I I I I / // / / / (a / LINE W/ STRAW W/ NET
accordance with seeding details. \ \ \ \ \ \ \ \\ \\\\ \\I \\\\\\ \\ `r�s O IIII I IIII / / / SLOPE MATTING / / / r /4� IMMEDIATELY AFTER / / / / / I I I
C 9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table `If Rock Pile Inlet \ \ \ \ \ \\ \\\ \11\ I\\\\\ X III I / / / SHOWN SHADED (TYP) / /� ' / 6s / ^o INSTALLATION
\\ shown on the details sheets following completion of any phase of grading. \ \ \ APRON A / / V♦ / / / / / \ \
10. Perform finish grading. \ \ \ \ \ \\\ \\I\ \\ I I I / /
�1 1\\\ \\ \ \\\\\\ \\\\\\ /\`�s�\\. \: \� III II I II IIII I II I I IIIII II I1 III II I I /� 6/0 r (�♦Qo♦, LEVEL SPREADER11Rmove all temporary erosion and sediment control structures after vegetation is HW A-2
INV:526.90 ENTRANCE WIDTH: 10'
aDEPTH: 0.5'
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sz END WIDTH: 3
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SEDIMENT TRAP ST-1, 1 \ \\\ \\ \\\\ \ III I I I I
\ DIM: 20'x5o'x2' \III \ \1\ \\ \ \\\\\ ' IIII I I I III IIII r Q°♦ LENGTH: 10'
\ h 1,500 CF TOTAL VOLUME CcWEIR \ \ \ \ \ II I I I I �o� ,/�♦ / / \ I I
hro 1,000 SF SA @ WEIR
BOTTOM ELEV: 538.00' \\\ \\ 11 I I I \ All I
SPILLWAY ELEV: 540.50'
TOP OF DAM ELEV: 542.00'
11 I I I I I I \ \
SPILLWAY LENGTH: 4''
• \ �' -,\� / I I \ 111 IIII IIII I /!/�/,� I I I I o � ��►�- _ -_-- - --_-- __ - \ \ \I I I \ II 11 II I \ \\ \\
COIR MESH BAFFLES,
TYP. AS SHOWN I I I III I I I i \
�III /
LEVEL SPREADER � -- VEGETATED SW
I L�ENTRANCE WIDTH: 10' 7C
\\\
LINE W/ SYNTHETIC MAT
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66 DEPTH: I- \ 1 II \ 111\I III\ \I; \ 1\ \\ \ � �� ::� , \ IMMEDIATELY AFTER
\ \ I I I END WIDTH: 3' \ \\ 1\ \\ \ \\ \\ / ?69- INSTALLATION
LENGTH: 10' \ \\\\ \ \\ \\\\ \\ /°i STONE CHECK DAM
loop 4F_ 7 - - (TYP), REF. DETAIL
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e� PERIMETER DIKE, PD 1. i / �/ �o ,
/ \ \ LINE W STRAW W NET / / / I I Ln �/ O _ ll\ _ \ \ / / / / / / / / // / / / / / / • - \ \ \ I 1
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B / \ \ \ \ IMMEDIATELY AFTER
INSTALLATION
I STONE CHECK DAM Q 4 ��5 PD3 - `
I / \ TYP REF. DETAIL
VEGETATED SWALE, VS-1. COIR MESH BAFFLES,
1 \ 56$ 0 \ r LINE W/ SYNTHETIC MAT �/ r h`� j 4 / TYP. AS SHOWN-
\ IMMEDIATELY AFTER 5 / / SEDIMENT TRAP ST-4,
/ INSTALLATION / � u,
DIM: 25'X50'X2' / / / / / / / / / / / / / / / / / / / /
c / \III I o 'n \ I 1,875 CF TOTAL VOLUME @ WEIR
/ -5g6' \ �\, \ \S S l� \\ ♦%�i �_-�_ _ �_- �56 55�,F / / / / _ �I �417 OLC))I i I \ \ \ \ \ \1,250 SF SA @ WEIR
INV:528.05 BOTTOM ELEV: 534.00'
0 1-/ a SPILLWAY ELEV: 536.50'
I-r/ TOP OF DAM ELEV: 538.00'
, I LIMITS OSPILLWAY LENGTH: 4' I
rr,9 CONSTRUCTION
\\
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=-563
\ s \ PERIMETER DIKE, PD-3.
TEMPORARY CONSTRUCTION 56 /� \ \ cS 1 \ \ \ LINE W/ STRAW W/ NET ( / / / / / j / / / / J \ \
ENTRANCE, REF. DETAIL\G \\ \ \ \ \ \ l l / l / l / ) / / -
_
110
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REF. BUSINESS 52 IMPROVEMENT
DWG'S FOR REQ'S
/ / /
j THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF
CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED
r� RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR
J COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING.
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IIP'F LEVEL SPREADER-
/ \ \\�� \ I u c ENTRANCE WIDTH: 24'
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\\\\\\ \\\\ \\\\\\\\\0 I `I \ DEPTH: 0.7'
END WIDTH: 3' II I line sensor
LENGTH: 30' gas
COIR MESH BAFFLES, \\\\\\ of5915.1' s
outh
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TYP. AS SHOWN e
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1?9jam- �✓SEDIMENT TRAP ' I /
I� /\1 DIM: 20'X50'X2
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`1,500 CF TOTAL VOLUME Ca? WEIR
1,000 SF SA 0 WEIR
\ \\\\ \ \ \ \ \ \ \\\\\\\\ \ \\ \\\\\ �'
BOTTOM ELEV: 539.
SPILLWAY ELEV: 541.00' I III I I I ENGTH, AND/OR HEADWALL I II I II II IIII II I I I I I I I /GI I I1 /I I II I
0NOTEADJUST INVERT, L
TOP OF DAM ELEV: 543.00' FOR 54" CULVERT AS REQ'D TO SATISFY POND
SPILLWAY LENGTH: 4' BATHYMETRY AND FIELD CONDITIONS. PIPE SHALL
'LEVEL SPRADER •/ --
BE AT 0.50% (MIN.) SLOPE. I / / J I I I I l I I
PERIMETER DIKE, PD-2. \ \ \ \ \ \ \ ENTRANCE WIDTH: 10' I IJ
1 \ \ DEPTH: 0.5' I I \ i l / / / // % / / / I I l l
LINE W/ STRAW W/ NET \ \ \ \ END WIDTH: 3' \ \ \ \ \ I I I I I / / / / / / I / I /
IMMEDIATELY AFTER \ \ \1 \ \ \ I I
INSTALLATION LENGTH: 10' 1 \ \ \
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VEGETATED SWALE, VS-2. 1 II \ I\ I I I I I\
LINE W/ SYNTHETIC MAT \ I \ I1 I\ I\ 1 \\ \ \\ \o
IMMEDIATELY AFTER \10\\ \\\\
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INSTALLATION
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/ / / / / / / / / / / / / William S.
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570///// / /// / /// / 1 / I I I 1 \ \\ \\ \ \ I I I I I 1 II IIII IIII / / / / / SCALE 1'=50'
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NORTH CAROLINA
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SHEET NUMBER
GEC-1

1 2 3 4 5
NARRATIVE: \ \ \\ \ \ \ \ \\ \\� \ \ \\ \ ` - _ 565
The proposed project is for the construction of a new roadway and supporting / / / / / I I I - / - - / \ - - _ \ i - \ \ \ \ \ Q
infrastructure. This project is located off South Business 52, Albemarle, Stanly IN
County, NC. Total disturbed area for this project is 30.19 acres. The scope of ( (( I I ( I I I _ - \ \ \ \\ \ \ \\ \ \\\ \ \\\
work includes installation of erosion control measures, clearing, grading, construction I I I I I \ ' _ - / ' / - \ \ \ - - \ \ - I585-� \ \ \ \ S \ \ \\ \ \ \ \ \ \ \ - - - _ _ _ _ _ _ _ _ _ _ _ _ _
of a new roadway, and installation of utilities. I I I I I 1 1 1 - / / / / `\\ �* - roo 560
/--_ _ _ \\\ \\ \ \\� \\ \\ \ \ \\ \ \� ------ ---- -
MAINTENANCE PLAN: / / \ _ - - -
The followingmaintenance Ian shall be followed until the site is completely stabilized after construction. During
\ J \ \ \ \ \ \ \ \ \\ -
P P Y 9 _/ \\ \ \ \
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control -" � / / / / / _ - - \ � � _ _ \ � / S \ � _ / / ' \ \ \ \\ \ \ \ \ \ \ \ \ � \\ \\ � - - - - - --
structures.-_� / // / /�-� - -�\\ \' •� J / \ \ \\ \ \\\\\\ \\ \ \ ,555------- _ -555
1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any / / / / / / / - - \ \ I / lSrM� % - _ _ \ \ \ \ \ \\ \ 50 - - - - - - - -
damaged erosion control measures. All NPDES rules shall apply.-
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at - / / / / / / / / / FFT - - - \ \ \ 550
p least once every week. Any needed repairs shall be made immediately so that all erosion control measures are ` - _ _ / / / / / / - \ - - - - - -
maintained as designed. COIR MESH BAFFLES, - / C C�3 / / \ \ \ \ �540 _ _ _ - - - - --
----/ TYP. AS SHOWN,\
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. / / / / SEDIMENT TRAP ST-7,--
/ / / DIM: 22'X50'X2' _5 - / / ov _ 57S STONE CHECK DAM
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in / / 1,650 CF TOTAL VOLUME @ WEIR i 5j4.\ (TYP), REF. DETAIL
Y 9 P / 1,100 SF SA @ WEIR -' 6o1 c��n - -573. \ \ ( ) / \ \ //
order to maintain a dense vegetative cover. / � / _
BOTTOM ELEV: 563.00' S -S� \ \ PERIMETER DIKE, PD-5.10
5. 5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be / , / SPILLWAY ELEV: 565.50'' _ 559 2. \
/ / S \ LINE W STRAW W NET
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits / / TOP OF DAM ELEV: 567.00' �558 ' �7� \ / /
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared / 1 / % a gj \ IMMEDIATELY AFTER
and seeded. SPILLWAY LENGTH: 4' ,551 /// 0 INSTALLATION
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a // / / / -'�`� • - - - - - 556/ / S i A Ss68, \ LEVEL SPREADER
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal. \ / / 555 - ENTRANCE WIDTH: 10'
/ / 4 0 �\ \ _-- / / / / 550
_ -55 �� �S. \ \ DEPTH: 0.5' / / / / / / / / / / J
Is 7. Any off -site borrow and waste required for this project must come from a site with an approved erosion control plan, \ - - / / / / •- - _553 I Q, \ \ \ END WIDTH: 3' 5
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management.
/ 82/28of 81%LENGTH: 10'
552 // \
Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility - - / / / - - 16' / o / / / / / / / / /' /
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water \ / / / / / FES A-5 - 55 I / o �s //' - - - - - -
_ - - _
\ Resources rules and regulations. - - _ INV:545.50 5 v� \ / 545 / / / / / / / / _ / / / / _ =555 - -
/ /
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit - - - / / / / / APRON A-3 5 49
00
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is / / / / / _ - - can I S60
pshorter) following completion of construction development. 47 '
\\1 ♦ i/�/ 1 1 °n,,cP�i��, Fcand_�1:�.... I I I i 1 I \ - - - / / / / / / / - - - 546 _ \ /
CONSTRUCTION SEQUENCE: 1 / f / / /' _ _ / COIR MESH BAFFLES, / /ti I I
' 1. Obtain plan approval and permits prior to beginning work. I \ 1 I\ \\ - - - _ / /' / / / / - - 54 { + I TYP. AS SHOWN / // TEMPORARY DIVERSION SWALE INSET I I ( I
2. Flag the work limits to prevent unnecessary clearing. I 1 - _ - / I / /' SCALE 1 30
3. Hold pre -construction meeting at least one week prior to starting construction. \ \ \ \ _ / / / / / / _ - - - -544 o -S \ \ SEDIMENT TRAP ST-8,
Notify NCDEQ 48 hours prior to meeting. I \ \ \ \ \ - /' / / / / / j / - - - ` �.{ { I I \ \ \ \ DIM: 18'X50'X2'
4. Clear enough vegetation to install perimeter erosion control measures. 1 \ \ \ \ / / / / / / - II \ I 1 \ 1,350 CF TOTAL VOLUME @ WEIR
\ 5. Install silt fence. \ \ \ \ \ \ \ / / / / / // / / / -( - I� J \ \ 900 SF SA @ WEIR
6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer \ - / `�1 BOTTOM ELEV: 556.00'
basins shall be stabilized immediate) after construction. Construct all remaining\ \ \ / / / SLOPE MATTING
Y \ /' / / / SHOWN SHADED TYP - , f / SPILLWAY ELEV: 558.50'
perimeter erosion control measures. \ \ \ - - - / / / / (TYP) 1 / I g5 >
� / / � / / TOP OF DAM ELEV: 560.00'
7. Clear and grub remaining site as required. \ \ \ / / / / / I 6'
/ / / �n 55 / SPILLWAY LENGTH: 4'
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more \ � � - _ _ � / / / SILT FENCE, TYP AS I � , � t /
area than necessary. Install slope matting as shown on plans. Seed slopes in / / / / SHOWN. REF. DETAIL / / /I
accordance with seeding details. \ \ - - - - - / / / / / /ROCK PILE INLET PROTECTION
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table 1 \ / / / / / LIMITS OF I I I /, II I �9. / (TYP), REF. DETAIL
C shown on the details sheets following completion of any phase of grading. CONSTRUCTION
10. Perform finish grading. \ _ - - / / j / / / / I ( I �I I 0 / FES A-6 / /
11. Remove all temporary erosion and sediment control structures after vegetation is \ \ / / / / / / / / / / cc)I ( i I 1 561/ / / / , / INV: 551.10 / /
established on all disturbed areas and following NCDEQ approval. - / I I I I I /5 / / , I I / / / / // / / / / / / • / /
SELF -INSPECTION NOTE:
-
The GC shall, on behalf of the landowner/financially responsible party, perform an _ �' / / / / / / / / / / / / «�j / I �6� / / / / / / / / //� y57"'
inspection of the area covered by the plan after each phase of the plan has been - - - - / / - _ / ) I / / / / / ' I /
completed and after establishment of temporary ground cover in accordance with G.S. / / / / / •
113A-57(2). The person who performs the inspection shall maintain and make available
a record of the inspection at the site of the land -disturbing activity. The record shall
set out any significant deviation from the approved erosion control plan, identify any
measures that may be required to correct the deviation, and document the completion ` - - - - / /' / / / \ / / j / / / I ' / -5 / / / / / / / I I / / / / // / / / / / / / / / / / / / - - - - / •
of those measures. The record shall be maintained until permanent ground cover has ' i�6� / / / / I / / / / / / / / / / ( / / / / / / _ - - - - / •
been established as required by the approved erosion and sediment control plan. The
\ self -inspections required are in addition to inspections required by local and/or regional • - - - / / / I' en , 5 / r / I I
erosion and sediment control authorities. _ / �/ - \ / -/ / / / / / / / / / / // .569- I I \ / // // / i .:s / / / I I I I I I ( ( // •
\ \ � • � ' \ ) \ �� \ 1 \ \ \ \ \ 1 \1 \\ \ \ \ \ \ \ \ \ \ \' \ \�• � - - - - -- _/' ////' _-- - � �1 \// I/ (/ / / // / // / // / / / / / / / / / / / / / / / // // / / / //�r ' �: I� I ' / I // � / 0- VEGETATED SWALE, VS-9.
LINE W/ STRAW W/ NET'A \ I IMMEDIATELYAFTER
INSTALLATION /
If
/
LEGEND \\ \ \ \ \ \ \ IN ���- ----- '/ / / / / / / // `� I co'.. \ \ / / / / / I I I 1 I I I / \ •
sr Temporary Sediment Trap
l \ \ � --- // //� \ l / l / l I / / l l/ l/ / � I / / \ \ �� \ \ \ / � i// / l� l• l / / I I \ 1 \ \ \ \ \ \
Temporary Sediment Fence \ \ \ \ \ ✓ \ l/ / I 1 ( I / l / l / / I / / / 515 \ \ I \ \ \ \ / / / r C \ / I I \ \ \ \ \ • \ \ \ \
_ Limits of Construction
® \\
Rip Rap/ Stone /
, . II I 1 I I I \ I\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \
\ \
1
LINE W/ STRAW W/ NET I I I ( I I / \ ` _ - - / y / ( I I \ \ �•
-- Slope Matting \ \\ \ I I ( I I I / / / I J / / / ` - - - - _
/ IMMEDIATELY AFTER I I I ( �
_\ INSTALLATION 1 I ( 575 �- �/ / //// / / /• { I I\ \\\\\ \ \ \\\ \\ \ _/
Level Spreader \ \\ \\ \ \ / /-- \ / I I I I I
GUARD RAIL,
V Rock Pile Inlet Protection \ 1 \ \ \ \ \ \ ( REF. DETAIL!,I \ \ \ \ \ I I I I I I I I II
I I �' '-574
\\ \ II 1 \ \• ///i I I I -5
STONE OUTLET, \\ \ \ \\ \\ \ 1 I I 7\
3' ,� / / /��- /�/ J ��
\REEF. DETAIL
B \ I \ \\ 1 I I 1 1 1 \ \ \ \ \ \ \ - / SEGMENTAL BLOCK RETAINING WALL, CONTRACTOR SHALL SUBMIT \ \ \ \ \ \ \ \ \ 1 I `1 k 5 STONE CHECK DAM
\ I I I \ II I 1/ \\ \ \ \ SHOP DWG'S & CALCS BY MANUFACTURER FOR APPROVAL. SHOP \ \ \ \ \ \ �� f 1 L ` (TYP), REF. DETAIL j / /� // j / - - _ _ \ _ \ / 1 \ \ \\\ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ - \ \ •
DWG'S & CALCS SHALL BE STAMPED, SIGNED, & DATED BY A \ \ ,`I
\ I rf \ \ \ CURRENT NC PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION.' \ \ I� - VEGETATED SWALE, VS-8.
LINE W/ STRAW W/ NET
TW ELEV: 550 \ \ 1 565
\ \ \ \ \ \ - - - -IMMEDIATELY AFTER
\ , -- _INSTALLATION i// �� ) / / _- l
APRON A-2. 10 LF OF 12" THICK _ _ _ / / a i _
\ \ \ \ 1 COUNTERSUNK RIP -RAP ALONG THE \\ \ \Q \ I II _ Z4.14' of 6 RCP
STREAMBED. TO BE INSTALLED \ \ \ \ \\ \ \\ II(I; Sss !I F - 560 r \ 1- - / / 116
FLUSH WITH EXISTING STREAMBED. L - SLOPE MATTING
\ 1 I 1 \ ( \ 1 \ 1 \ U-) \ \ II I ►' I{ {. _ - - - SHOWN SHADED TYP � \L / / /� / � - � / \ � \ \� • \
I N V: 535.10 -5
STONE OUTLET, 7 r
,
\ \ \ I PROPOSED 12" GRAVITY � / - - p / � I � � - - - REF. DETAIL
I \ \ y ) I 1 \ 1 \ SEWER, REF. UTILITY ( - �.` / / / - �( / / / / \ \ ` \ \ \ I 'I 'i ! - 550 - - - HW A-400
� DWG'S FOR REQ'S.
55
S � .
_
_--
/ 77
III ( 1 1 1 \ \ ,.00�7-- \ / / /__
SLOPE MATTING TO BE
1 I \ _ ♦ 1 / - 5 ' / I ill / ALONG STREAM BANKS IN
\ \ I •:•: I I I I 1 - / \ / A� I ICI s / TEMPORARY IMPACT AREAS
\ \ 1 I / •�,•,•,• I I I I SLOPE MATTING TO BE INSTALLED /
1 ) I I ( / ( ,'�:^t:•. I D \ \ - I I • ALONG STREAM BANKS IN , / / / / {I / / /
( III ( ♦! �! i I� // // I i TEMPORARY IMPACT AREAS / � / / // / /
FENCE, TYP. AS
SHOWN. REF. DETAIL
SEDIMENT
SEDIMENT TRAP ST-6,
SEDIMENT TRAP ST-5, fl/ 20'X40'X2'
DIM: 16'X40'X2' 50 \ l
CF TOTAL VOLUME @ WEIR
960 CF TOTAL VOLUME @ WEIR i� /i �II �I `O - ♦ - 800 SF SA @ WEIR
640 SF SA @ WEIR
BOTTOM ELEV: 538.00' // / / // / / �55 ll . - - BOTTOM ELEV: 546.00'
/ / / // / /1 q - \ 7 SPILLWAY ELEV: 548.50' I / /
509.6 / / / SPILLWAY ELEV: 540.50' / / / / / 1 \ , TOP OF DAM ELEV: 550.00'
/ / / 565 � � ) )
/ TOP OF DAM ELEV: 542.00' /' // / // / / // / \ SPILLWAY LENGTH: 4'
SPILLWAY LENGTH: 4'
OIR MESH BAFFLES
C,-
\ COIR MESH BAFFLES, / / // / / 560 I \
/ / / I \ \ TYP. AS SHOWN \\ \ \\ \ \ \ \ \ I I VEGETATED
TYP. AS SHOWN IN/ /(/ S6 8 \ \\ \\ \\ \ \ \ VS-6
// SWALE,A STONE OUTLET, LINE W/ SYNTHETIC MAT'
IMMEDIATELY AFTERREF. DETAIL 56MAT
VEGSHEINSTALLATION
EIATED SWALE, VS-5.,SEC-1 1LINE W/ STRAW W/ NET _s6s
IMMEDIATELY AFTER
\ \\\\\
\ \\
\\ -
\
\
-
\\ INSTALLATION / / /// / I =0
565
\\\\ \\ \ V \11
\\\ \\ \ \\ 111I,` -\\ \\ \ \ \
2„
j THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY
RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUC D OR
jl COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. x/// I/ I/ / / // ) \sr 1 �� =50 If
- 1 2 3 4 5
r7 ■
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ALBEMARLE
NORTH CAROLINA
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SHEET NUMBER
GEC-2

1 2 3 4 5
MAINTENANCE PLAN: 1 I � NARRATIVE: / �� I I / / \ \ I III I I I / \ '�\ \ s♦ o
The following maintenance plan shall be followed until the site is completely stabilized after construction. During The proposed project is for the construction of a new roadway and supporting
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control infrastructure. This project is located off South Business 52, Albemarle, Stonly
structures. Count NC. Total disturbed area for this project is 30.19 acres. The scope of - \ \\ I / / / \ \ \ \ I 1 I I o
Y, P j P \ \ \ \ I I I / / \ \ \ III I 1 I�
work includes installation of erosion control measures, clearing, grading, construction I I I I I \
I SKIMMER APRON, REF. -
1. A to must be kept for the site documenting each rainfall event and measures taken to repair or replace an of a new roadway, and installation of utilities. - - \ I 1 \ \6' I o 1 I In I
9 P 9 P P Y / / / - \� \ \ I I I I / / / / / \ \\\ S\\ \ o J / / I �, I I I I I 1 I I 1 APRON DETAIL FOR REQ'S.
damaged erosion control measures. All NPDES rules shall apply. - - I I
\\\�s
�\ � \ \ \ I
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at SELF -INSPECTION NOTE: \ \ \ / I I I / / \\ \ \✓ / I I I I I I I / / LEVEL SPREADER
least once ever week. An needed repairs shall be made immediate) so that all erosion control measures are The GC shall, on behalf of the landowner financial) responsible art perform an - - -\\ \ `' / I I / \\\ \ / I I / ENTRANCE WIDTH: 10'
Y Y P Y / Y P party, P \\\ I J / EMERGENCY \\ / I I I I I I // o / VEGETATED SWALE, VS-20. \ F O \y /
maintained as designed. inspection of the area covered by the plan after each phase of the plan has been - - - - \ J I I I / / SPILLWAY \ \ I q� DEPTH: 0.5' _ _ \ � S8� x
/ I I / LINE W/ STRAW W/ NET - \ \
--completed and after establishment of temporary ground cover in accordance with - - - \ �� \ \\\ / / I / / / \ \\ / / I I I ``� END WIDTH: 3' IMMEDIATELY AFTER \ `�� ♦�i
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir G.S. 113A-57(2). The person who performs the inspection shall maintain and make - - \ \\ \ SKIMMER BASIN, SB-2 \ \\ / ' LENGTH: 10' - - - - - --
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. available a record of the inspection at the site of the land -disturbing activity. The \\\\ I I / / - _ INSTALLATION \
P P 9 P P Y p 9 Y - \ \ DIM: 50'X100'X2'
record shall set out any significant deviation from the approved erosion control - - - �� \ \\ \\ \' 7,500 CF TOTAL VOLUME @ WEIR \ I 1 I / / / 2.0" SKIMMER W/ 1.7" STONE CHECK DAM �S8
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in plan, identify any measures that may be required to correct the deviation, and "-_- - �\ \\ \\ \\\ 5,000 SF SA @ WEIR ' ' / DIA. ORIFICE, REF. DETAIL S9 ��
order to maintain a dense vegetative cover. document the completion of those measures. The record shall be maintained until / - \\ \\ \\ \ \ \ _ - - (TYP), REF. DETAIL
\ \ \\ \ BOTTOM ELEV: 571.00'
permanent ground cover has been established as required by the approved erosion _ \\ \\ _ / / - - - - ♦ S
�' SKIMMER ELEV: 573.00' 1 / / ♦ s
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be and sediment control plan. The self -inspections required are in addition to , - - \ \ \\\ \ \\ \ PERIMETER DIKE, PD-7. - -�
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits inspections required b local and/or regional erosion and sediment control -- \ \\ \\ \ SPILLWAY ELEV: 573.50' ry. ' \ LINE W STRAW W NET / �Q
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared authorities. - - - \ \ \ \\\ \\ \� TOP OF DAM ELEV: 575.00 15 b \ \ \ IMMEDIATELY AFTER
and seeded. / \ \ \\\ \\ ` SPILLWAY LENGTH: 10' , \ \ INSTALLATION rn I'
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a J / / / / / / / / / / / // / / // / / / / / / / / / ^ \ \\ \� // // / LID
00
COIR MESH BAFFLES, VEGETATED SWALE, VS-19. \ `o
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal. / / / / / / / / / / / / / / \ \ / / TYP. AS SHOWN _ S9 I ,S
/ / / '- \ \ \ \\ \ \ \ \ / // \ \ LINE W/ STRAW W/ NET � ♦
/ /// //- - \ \\ l/ / / / �✓ ' �' \ \ \ \ IMMEDIATELY AFTER 9� \ ♦ 590
7. Any off -site borrow and waste required for this project must come from a site with an approved erosion control plan, / / / / / / // / / SLOPE MATTING / /'- \ \ \\\ // \ INSTALLATION
- \ \
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management. / / / / / // / / SHOWN SHADED (TYP) r , / \ `t\ \\ \ \\ // • �
Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility - // - _ i \ \ ♦ I Ss
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water I / / / // / / / / SKIMMER APRON, REF. - \ \ \ / / • `
\ \ \ / / \ 1 s ��
Resources rules and regulations. / / - J I / / / / / / // /// / j APRON DETAIL FOR REQ'S. 580 \- \ S) \ \�� �� \ S I I
sss.
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit / / I / / / / / / // / / LEVEL SPREADER c5`ScP�� \� _
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is / / / - -/ I 1 I f / / / / / // / // / ENTRANCE WIDTH: 10' - - I I \ \ -/ ,585 S�SQ\\\ \
shorter) following completion of construction development. / J 1 I I / / / / / / DEPTH: 0.5' 1 I 1 SILT FENCE, TYP. AS _ _ - ♦ r \
\ i I / / // \• I \ 1 \ SHOWN. REF. DETAIL _ \ ♦ \
I / � � \ \ � \ \ \\ \\ \ /EMERGENCY � � i III I I / / / / / END WIDTH: 3 \ \ \ I \ \ �s 0/ � ♦ � \
CONSTRUCTION SEQUENCE: \ \ \ \\ \ I I I I / / / LENGTH: 10' - - - \ 11 I / / APRON A-5 \ \Ss �� % 5a ♦ \ \ \�
1. Obtain plan approval and permits prior to beginning work. \ \ \ \\ SPILLWAY - - / I I I I I / / / / / ? - � \ \ \ \ �' I I I v / �/ _ - \ S8 �� > ♦ ♦ \
2. Flag the work limits to prevent unnecessary clearing. \ \\ \ �" I II I I o I I I / / / / / / % PERIMETER DIKE, PD-6. \ \ \ I I / FES A-10 - ` S8S Ay 5 -�� 590 \
3. Hold re -construction meeting at least one week prior to starting construction. SKIMMER BASIN, SB-1 _ -' r 1 i \ I / _ 586� / ' VEGETATED SWALE, VS-21.
P 9 P g \ \ I 11 IIIn I I I ,a I / / / / LINE W/ STRAW W/ NET I I \ I I I / / INV: 583.10 58j ♦y APRON A-6 - _ LINE W/ STRAW W/ NET
Notify NCDEQ 48 hours prior to meeting. \ \ DIM: 32'X70'X2' r - - \ \ I r I IMMEDIATELY AFTER \ 1 I _ /
4. Clear enough vegetation to install perimeter erosion control measures. \� 3,360 CF TOTAL VOLUME ® WEIR 1 1 1 I I I o / // / - - -58 / FES A-12 / ♦ IMMEDIATELY AFTER \
565 INSTALLATION I I I I / / �� r _ / / / ♦ INSTALLATION
- 5. Install silt fence. 2,240 SF SA ©WEIR �`_-_ \ � \ I I ( � I �h ♦ , � i INV: 576.10 � \
6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer \\ \ BOTTOM ELEV: 571.00' _- - I I I I`�'n ! / s I I I I // / `° / / �- / �� / 585 ♦ \ \
basins shall be stabilized immediately after construction. Construct all remaining \\ SKIMMER ELEV: 573.00' - _ _ I I u7 I 1.5" SKIMMER W/ 1.2" I I I o \ / / / // ♦ owl' - // / - - y� LIMITS OF \
p \ \ SPILLWAY ELEV: 573.50' -- - I I I I DIA. ORIFICE, REF. DETAIL r- Doug 1 I / / 0 ♦ s2- - -
perimeter erosion control measures. \\ I I 1 Do 00 ,a ;/ / / g5 5g ♦ CONSTRUCTION J \ \
7. Clear and grub remaining site as required. \ 57 I / a, 000 LO ✓ / 5 �♦ �. \
\ TOP OF DAM ELEV: 575.00' I
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more /i - \ VEGETATED SWALE, VS-14. 0 00 I �i 5g0 ' ♦ \\
area than necessary. Install slope matting as shown on plans. Seed slopes in _ \ \ \ SPILLWAY LENGTH: 6' / / i = I I 1 LINE W/ STRAW W/ NET 01 ) � I \ / \
i
accordance with seeding details. - / \ \ \ \\ \ \ / ' / / _ / \ 1 I I o-1 1 \ \
\ \ \ \ COIR MESH BAFFLES, 5 I I I I IMMEDIATELY AFTER �� -�a�, \
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table TYP. \\ TYP. AS SHOWN I I I I I I� INSTALLATION �♦ \
shown on the details sheets following completion of any phase of grading. - \\\ \\ \\ \\\ \ / r // , _ - \ I, I I I / ♦ / ' ♦♦ \ J \\
/ 10. Perform finish grading. - \ \\\ \ EXTEND RIPRAP _ I I I ♦ ! I / / �s
11. Remove all temporary erosion and sediment control structures after vegetation is \ \ - \ ♦ ♦ gp 5 / 00/ VEGETATED SWALE, VS-18.
\ \ \ TO BASIN BOTTOM - - \ I I I 5 I A
established on all disturbed areas and following NCDEQ approval. \\ \ \ \ rn ♦ / LINE W/ STRAW W/ NET
i 9 PP
\ \\ /- \� I' I I, Do ,n♦ / p i 0000
�6 IMMEDIATELY AFTER
/ LEGEND ���� _--/ -\\ \ \\\ \�\\ \\" // -- I I' `) 5g i rn h / INSTALLATION -
���-- \\\\// / �� ♦1 / g 1 i 1n1.46' of 24" RCP 0.9% /
,'o I I
r. 5
C sr Temporary Sediment Trap - ' - - - - ` \ \ \\ \\ \ \ \ \\\ \ / // / / / u� / / / 11 / \ CB A-11-
-\\ \ \ \\\ �/ // I / 001 / % ��'♦ \\ RIM:580.85 '
Temporary Sediment Fence _ _ �\ \\ \ \ \ \ \ \ / / / / / �580� / / / \ ♦ ` �\ ; INV: 577.00
■ ■ Limits of Construction , - - - - DIVERSION DITCH, DD-1. I/ , i ♦\r ♦ \ __� Do WIRE MESH INLET
\ - - LINE W/ STRAW W/ NET \ \ I I \ t Z \\ \ \ U00
-) PROTECTION, REF. DETAIL
® Rip Rap/ Stone -- IMMEDIATELY AFTER \ \\ \\\ \ \ APRON A-4 s, ..:: j 65.25' of 18" RCP 0 (1-r29%
\ VS-17.
LINE A STRAW W\ \ \\ \\ VEGETATED SWALE,
/ _ INSTALLATION
Slope Matting �\ \ \ \\\ \ i I Io FES A-8 r\ I FES A-9 \ \\ NET
- \
\
SILT FENCE, TYP. AS \ \ \ \ I I INV:581.95 �o INV:585.90 / \ \ IMMEDIATELY AFTER
♦ INSTALLATION
/
Level Spreader _ __ - _ _ _ � SHOWN. REF. DETAIL � � \\\\\ \\\\\\ / IL11 I � � � ♦♦ ROCK PILE INLET PROTECTION \�\ \\\ \
v Rock Pile Inlet Protection _ - _ _ - - - - SLOPE MATTING ♦♦ (TYP), REF. DETAIL \\
\
SHOWN SHADED (TYP) �\ \ \ \\\ \ \ I / ♦♦ • \� STONE CHECK DAM
5s0 ♦ ♦ ``S�9 (TYP), REF. DETAIL \ \\ \\
VEGETATED SWALE, VS-12. \ \ S �/ ♦ �\ � -
/ • / _ _ _ _ \ LINE W/ STRAW W/ NET \ \ \ \ �5a \ \\ \\ \ 59
/ /• / / \ \ \\ o / 590 ` / LINEVEGETATED S STRAW W/ VET 16.
IMMEDIATELY AFTER \ \ \ \ \\ VEGETATED SWALE, VS-15. \\ \\ \
INSTALLATION
LINE W/ STRAW W/ NET 19 IMMEDIATELY AFTER \ �
IMMEDIATELY AFTER 71, INSTALLATION
�
'fo /INSTALLATION
iS ��
I \\ \ \ \ -
//y �� � \� -j�s FES A 7 A� \ I \ �-
/ J I \ \ 6' • INV:583.90 \ o \ \\ \ \ \
0� \ \ 593, - - 11-
ROCK PILE INLET PROTECTION \ I \\ \
/ / / • I I \ t • \00 \ ��g 595 / �;� SgR- - - _ - (TYP), REF. DETAIL \ I \\ \\ \\� k/ SHOWN FUTURE DASHED
I
100
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LINE W/ STRAW W/ NET \ \ \ \\ \\
IMMEDIATELY AFTER \ \ 1 \ \ \ \\ \
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- - IMMEDIATELY AFTER 598- - - INSTALLATION _597
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\ \ \ -587 591 (TYP), REF. DETAIL
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\ \ \ \ - \ 4 LINE W/ SYNTHETIC MAT \ \ \ / / / / \ \\ / \ / / / / / / J
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SHEET NUMBER
GEC-3

1
2
NARRATIVE:
The proposed project is for the construction of a new roadway and supporting
infrastructure. This project is located off South Business 52, Albemarle, Stanly
County, NC. Total disturbed area for this project is 30.19 acres. The scope of / / / / MATCHLINE SHEET GEC-5
work includes installation of erosion control measures, clearing, grading, construction
of a new roadway, and installation of utilities.
MAINTENANCE PLAN: \ \ // / / / /
The following maintenance plan shall be followed until the site is completely stabilized after construction. During / / / / / / / /
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control
structures. I
1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any
damaged erosion control measures. All NPDES rules shall apply.
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at
D least once every week. Any needed repairs shall be made immediately so that all erosion control measures are / / \ / / (/ Ili/ / / / / / //' __5
maintained as designed.
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. j / �� \ 1//)
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in f//
order to maintain a dense vegetative cover.
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared
and seeded.
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal.
SLOPE MATTING
7. Any off -site borrow and waste required for this project must come from a site with an approved erosion control plan, \ \ j L l/ / / / / IIII I / SHOWN SHADED (TYP)
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management. j j i )f/ j/ h/
Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility - -�
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water
Resources rules and regulations.
c
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is
shorter) following completion of construction development. _ ij/ j
CONSTRUCTION SEQUENCE: I /
1. Obtain plan approval and permits prior to beginning work.
2. Flag the work limits to prevent unnecessary clearing. / / / _ / / I / / / I / / / / / / / / / /
3. Hold pre -construction meeting at least one week prior to starting construction. /
NotifyNCDEQ 48 hours prior to meeting.
P
4. Clear enough vegetation to install perimeter erosion control measures.
5. Install silt fence.
6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer
basins shall be stabilized immediately after construction. Construct all remaining �i� i \
perimeter erosion control measures.\\\ \
7. Clear and grub remaining site as required.
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more
area than necessary. Install slope matting as shown on plans. Seed slopes in
accordance with seedingdetails. - - - -
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table
C shown on the details sheets following completion of any phase of grading.
10. Perform finish grading.
11. Remove all temporary erosion and sediment control structures after vegetation is \\\�\
established on all disturbed areas and following NCDEQ approval.
- SELF -INSPECTION NOTE:
\
The GC shall, on behalf of the landowner/financially responsible party, perform an - - \ \\\\ \\ \\ \\ \ I I I I I I I I ( / / / / / / / / / /
-inspection of the area covered by the plan after each phase of the plan has been'��
completed and after establishment of temporary ground cover in accordance with G.S.
113A-57(2). The person who performs the inspection shall maintain and make available
a record of the inspection at the site of the land -disturbing activity. The record shall
set out any significant deviation from the approved erosion control Plan, identify any
/
measures that may be required to correct the deviation, and document the completion
of those measures. The record shall be maintained until permanent ground cover has - - \ \ \
been established as required by the approved erosion and sediment control plan. The
self -inspections required are in addition to inspections required by local and/or regional
erosion and sediment control authorities. _ \ \ IN\\\ \ \ \\\\ \ \ \ \ \ \ \\ \\\\\\\ \\\ \ I IIII IIII 111 III I / // 1 I ( / /
LEGEND �\ \ \ I I / I • / / \ \\ \ \ \ \ \\ \ \\ \ \\ \\ \ \\ \ \ \ I ill i I I I I I I IIII IIII III I / u,
sr Temporary Sediment Trap
Temporary Sediment Fence \ \\\ \\ \ I I I 1 \ I I I I \ I I I 1 \ \ \ \\ \\ \ \\ 1111 III I I III IIII \ \• \\ s `S �• .
/ Limits of Construction
I \ IIII IIII\ \\\ \
I ® Rip Rap/ Stone _I \\\ \\ \ \ \ 1 I I I \ \ \ \ \ \� \ \ 1 \ \\ \I I I II IIII IIINil
\• ` \ \ �� q��
Slope Matting - % 1 \ \ \ \ \ \ I I I • \ \ \ \ \ \ \ \ ' �� \ \\\ I I I I I I l I ILIMITS \ OFI I CONSTRUCTION \ 4
I Level Spreader \ \ \ \ \\ \ \�\ \ \ \ \ \\ \ \\\ \ I I I I I III 11 i \ \ \ ,
I I \ I \ \ \ \ I \ \ \ I I I SLOPE MATTING /
I Rock Pile Inlet Protection I \ PROPOSED 12" GRAVITY \ \ \\ \ \\ III I SHOWN SHADED TYP \ f
111 V I \ \\\ SEWER,
DWG'SRFOR UTILITY
\ \\ \\ \\ \ \\If
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B
SILT FENCE, TYP. AS \
SHOWN. REF. DETAIL
SLOPE MATTING TO BE INSTALLED
ALONG STREAM BANKS IN
TEMPORARY IMPACT AREAS
APRON A-7. 10 LF OF 12" THICK
COUNTERSUNK RIP -RAP ALONG THE
STREAMBED. TO BE INSTALLED
FLUSH WITH EXISTING STREAMBED.
HW A-14 1 II I o 00
INV:565.20
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DIVERSION DITCH, DD-2. Q++ +++ \ I I \
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IMMEDIATELY AFTER
I / / - \ _ - �' \ \ INSTALLATION \ \ \
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SCALE 1 "=30 '
_ / / // \ \ \ \ \ \ \ \ TEMPORARY DIVERSION SWALE INSET
PERIMETER DIKE, PD-8. \\ \\ \� \ \\ \\ \\\\ \ SCALE 1"=30'
LINE W/ SYNTHETIC MAT I \ \ \ \ \ \ \ \ \
IMMEDIATELY AFTER \ \ �\ \ \ \ I • •
o i ,INSTALLATION
5¢V GETATED SWALE, VS-23.
LINE W/ SYNTHETIC MATOD
// I I I I I I I 1 1 \ \ \ \ i III // \ \ •
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LINE W/ STRAW W/ NET
I 5s4 �
IMMEDIATELY AFTER
INSTALLATION
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COIR MESH BAFFLES, / 83� TYP AS SHOWN \ / / / / / I I I I \ 1 \ �. I
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SEDIMENT TRAP ST-9, / / / / // / l I I I I I \ \ \ \\ \-- \ /er/ •;o •/ tenange / /
DIM: 25'X50'X2' / / / / / I \ _ • \ / / / /
1,875 CF TOTAL VOLUME @ WEIR l I I l / /I I I \ \ \\ \` - • �� / // / / / / /
-
1,250 SF SA @ WEIR / / / / / \ } Z • '!;�'!/ i / / /
I BOTTOM ELEV: 575.00'
SPILLWAY ELEV: 577.50' / / / / I I II I •/ / /
TOP OF DAM ELEV: 579.00' / / / / / I ,\I I \ I I •( '•'' / / / / /
\ SPILLWAY LENGTH: 4' l l / l I I l (\�� IIII \ • :•b / // I { / / /
/ J I /
\ EMERGENCY / I I ( I I \ �II //0I I• / i�:�'•/ / -' // / /
SPILLWAY
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\ I \ \ I � �' ,�,� ROCK PILE INLET PROTECTION \
A \ \\ \ I \ \ \ \ \ `sow � ' �' �9►j> (TYP), REF. DETAIL
\ � \
\ \ \ \ \ \ \ s9� \\ ♦S �/ \ \ HW A-13 \ \
\ \ \\\\ \ \ \ \ \ SB 0 _r �~'� 590 Sj8- INV: 569.95 \ \
sly8 9 I I S�s�9. - - \ 78.69' of 48" RCP @ 6.0 \
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010DRAW
'01 SERSIN LAW EMAI 0 PR RESERVED 590 \ 00 O \ \
j COPS rH ING RRING. ' ��
REPRODUCED OR ' \ \ \ \ \ \ \
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REF. TEMPORARY DIVERSION \ I I I • I I :� // / /// / / /
SWALE INSET FOR REQ'S \ I I I I I I I •'��'/ / / / /// / / -
SLOPE MATTING TO BE INSTALLED \\ I j I\ •I I 1 II / // / / / /// // / // 1 -- -
ALONG STREAM BANKS IN I / / / / / • -
TEMPORARY IMPACT AREAS
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NORTH C:AROLINA
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SHEET NUMBER
GEC-4

is
■ ffi
Elm
1,
2 3
NARRATIVE:
The proposed project is for the construction of a new roadway and supporting
infrastructure. This project is located off South Business 52, Albemarle, Stanly
County, NC. Total disturbed area for this project is 30.19 acres. The scope of
work includes installation of erosion control measures, clearing, grading, construction
of a new roadway, and installation of utilities.
MAINTENANCE PLAN: I I I I % ( I ) / / Teti \ )
The following maintenance plan shall be followed until the site is completely stabilized after construction. During
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control
structures.
4 5
LL
nou
play ss \S 12' rr , \" cS / 551
rnoxifn
1
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1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any
damaged erosion control measures. All NPDES rules shall apply. — — — — — \ — — — _ / I I I 1 \ I I ( I III ♦� `FC\ h / — — — — '' * +
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at // I I I j I \ �� :• :• • ♦; `6 // // ' _ — — — — — — — '
least once every week. Any needed repairs shall be made immediately so that all erosion control measures are I I I I I� • • • • • • • • • • • • ♦ / / — — — — — — — —
maintained as designed. I I I I I I �, , , , ♦ / / , / i
T
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir —__ I I ♦ 019SCURED '•
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. — / / I I I .'.'.r.•.'.'.[ ... X_: " " / - -- 546
I� �! ..... • "' • /
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in I I /' ' ' • • • /
order to maintain a dense vegetative cover. \ I r,• • • • •L • • • • • • • • • •:•;• • •:•;•:•:�'
�....................: `.:.......:% :.. .
LIMITS OF .1.. �... �........ — ... o '
I .L'.'.
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be CONSTRUCTION %,•, • • , , •�, •� �• , , , `'� --,► / / / / ,�
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared �._.. L.r. ?'.'........ '.'.'.'..
and seeded. I �.....'. '. S 5
45
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a �•:•;•'I •:•;•:•:•:�•u :•I•.•.•.•.•:•;•:•:•:•�• , �'\ , / / / / / / , / // ,
' representative of the INC DEQ Mooresville Regional Office Land Quality Section has approved their removal. ♦ ......::::: • :: ::
CONSTRUCTION ' 1•'•'•'•'•'•'• `• • y
J.... /
f r••••••••••••••••••• STAGING & MATERIAL' i3•'••••'••• J7
7. Any off -site borrow and waste required for this project must come from a site with an approved erosion control plan, I l:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..".'.'.' .'.'.'. STORAGE AREA �Fs'•'•'•'•'•' 4''
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management. / I ( .......................;�.r. """""�"""' ,••„••, """'v" / / / / / / / / /-�543
Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility / / I• • �'•'• • • • •� • • • • • •I • / / / / /
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water • • • • • • • • • • • • • • • • • • • •�• • • •J• • • • • • • • • • • • • •'• �'• • • '
/ / I l �.......... ' ........).........\r .........
Resources rules and regulations. / ...........................'.'. �`............. ..... �.'.....
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit / / / /
/\'.'.'.f.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.......
... ♦ I / /
NCG010000 and permanent groundcover for all disturbed areas within 7 workingdaysor 14 calendar dayswhichever is ... ................... .............................. ....... ....
shorter) following completion of construction development. , , , , , , �• • • • • • • • • • • • • • • • • • • 570
\ ......... t.'.'.'.'.'.'.'.'.'.'.;t.'.'.'.'.'.'.'.'.'.'.'.'.' e .....
CONSTRUCTION SEQUENCE: '�'.'.'.L...........' t�@.... �`'� I l / / / / / / / / /
1 .............� .. �?:::::::::'''� / / / / / / TEMPORARY DIVERSION SWALE INSET
1. Obtain plan approval and permits prior to beginning work. '.','. ,
/.'.'.'.'. ........ .... ........
2. Flag the work limits to prevent unnecessary clearing. I �`" SCALE 1"=30'
/ 3. Hold pre -construction meeting at least one week prior to starting construction.
Notify NCDEQ 48 hours prior to meeting. I ` """'/ "' "'�" "' "'1, r `n
4. Clear enough vegetation to install perimeter erosion control measures. ( . . . . .
5. Install silt fence. — \
'3' Construct all sediment traps and skimmer basins. All sediment traps and skimmer // fi r h
basins shall be stabilized immediately after construction. Construct all remaining / "%'.'.'.'.'."
perimeter erosion control measures. I ` %'',
..'............
7. Clear and grub remaining site as required. \ / \ ✓ /
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more I ......./...........'..•.•....' ,
area than necessary. Install slope matting as shown on plans. Seed slopes in /'' :' /r '
accordance with seeding details. \ I 1 / // / / /// y
I � '�'�'�'�'�'�'�"� / / / I ley N. Baldwin
/ �l...... i / / / /
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table \ \ \ /// / \ I � / /� ,;,:, , .'f:.: , , , , , . ,•• ,..... � � / / / / / / /' Deed Book 1496, Page 582
shown on the details sheets following completion of any phase of grading. \ // \ / / / / i / / / 27589 Groves Avenue
10. Perform finish grading.
11. Remove all temporary erosion and sediment control structures after vegetation is I \ \ / / 1 I / / / / ..... .....
I of established on all disturbed areas and following NCDEQ approval. l \ \ j // i / I I I / / / / : • :::: • / //� j/ / / / / / / / / / / /
J SELF -INSPECTION NOTE: \ \ \ \ \ \ j / / / / /, .... ' VEGETATED SWALE, VS-24. / //✓ / // / / / / / / / / /
The GC shall, on behalf of the landowner/financially responsible party, perform an \ h LINE W/ STRAW W/ NET
I inspection of the area covered by the plan after each phase of the plan has been 1 \ \ / ` ho h�° IMMEDIATELY AFTER
1 \ I � .. INSTALLATION
completed and after establishment of temporary ground cover in accordance with G.S. \ VEGETATED SWALE, VS-25.
113A-57(2). The person who performs the inspection shall maintain and make available \ \ \ \ — i LINE W STRAW W NET ` , �' / -��
\ U I / / STONE CHECK DAM
a record of the inspection at the site of the land -disturbing activity. The record shall \ \� — / w IMMEDIATELY AFTER i
set out an significant deviation from the approved erosion control Ian, identify an \ — — U ' 66� (TYP), REF. DETAIL
Y 9 PP P Y Y I INSTALLATION �
measures that may be required to correct the deviation, and document the completion
of those measures. The record shall be maintained until permanent ground cover has SILT FENCE, TYP. AS 65COIR MESH BAFFLES,
been established as required by the approved erosion and sediment control plan. The \ — \ — — _ I SHOWN. REF. DETAIL , �� TYP AS SHOWN
self -inspections required are in addition to inspections required by local and/or regional '��� (nI I I 1
erosion and sediment control authorities. - I _ WIRE MESH INLET SEDIMENT TRAP ST-11,
Z PROTECTION, REF. DETAIL DIM: 24'X60'X2'
CB A-18 ♦ 2,160 CF TOTAL VOLUME @ WEIR
r?i40 — — / / I \ \ \ \ \ \ ( L) _ _ U \ RIM: 552.85 ' ` 1,420 SF SA ©WEIR
o BOTTOM ELEV: 556.00'
( I \ \ L — Q INV:548:40 co
LEGEND \ \ \ I — — 54 SPILLWAY ELEV: 558.50'
.S4S F' _ _ _ _ �D� S60 / — TOP OF DAM ELEV: 560.00'
sr Temporary Sediment Trap \ \ \ \ \ • S43 s� kWw'W um D1 N. ��J.��,,� PD11 11 SPILLWAY LENGTH: 4'
,542 y pp11 �r =� PD11 PD11 ����3� , Z
Temporary Sediment Fence \ / S 1� PD1I i
/ P y^Co"" �O p11G� ' EMERGENCY
SrO.-D 11 I I SPILLWAY
Limits of Construction
® Rip Rap/ Stone 0 �� PD11P 1 - ; ; / — —
1 1 GUARD RAIL, � /
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1 � PD1 . .:: REF. DETAIL
Slope Matting // / // / /// /
� Level Spreader Pp1 i .:... cs I �, '•':'t.�' I / / / //
/ / ,,. '! � Q � •�,', � \ I � // / / / / / Kraftman Trailers, Inc.
t S 1� / Deed Book 1507, Page 464
v Rock Pile Inlet Protection Rp SS 55 :•lam.' \ I ( I // /
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INV: 547.15
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INV: 543.10
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SLOPE MATTINGBINSTALLED
I
ALONG STREAM BANKS N
I
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TEMPORARY IMPACT AREAS
APRON A-8. 10 LF OF 12" THICK /
COUNTERSUNK
RIP -RAP ALONG THE
STREAMBED. TO BE INSTALLED /
FLUSH WITH EXISTING STREAMBED.
SLOPE MATTING
SHOWN SHADED (TYP)
GUARD RAIL,
REF. DETAIL
. i
i
MATCHLINE SHEET GEC-4
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF
CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED
COPIED TNCLUDING IN WHOLE REP COPYRIGHT
UNLESS OTHERWISE PROVIDEDNG FOR IN NOT BE WRITING. REPRODUCED OR
2
.:-:-.STONE OUTLET,
REF. DETAIL
- ` SLOPE MATTING TO BE INSTALLED
ALONG STREAM BANKS IN 1 \ \ \ \ \ —
qAA TEMPORARY IMPACT AREAS
RHW A-15---
INV: 543.50 ��----
I2 -\�7' of 6Q» RCP @ 0.61%
SILT FENCE, TYP. AS \
— SHOWN. REF. DETAIL
Ir projecting • "-/ —
I� above grin?
REF. TEMPORARY DIVERSION
SWALE INSET FOR REQ'S \ \ \ \
EMERGENCY \\\ \\ \ \ \ \
SPILLWAY
SEDIMENT TRAP ST-10, \ \ \\ \
DIM: 22'X50'X2' \ I )
1,650 CF TOTAL VOLUME (9) WEIR I J I
i 1,100 SF SA @ WEIR I
BOTTOM ELEV: 546.00'
SPILLWAY ELEV: 548.50'
TOP OF DAM ELEV: 550.00'
00♦ SPILLWAY LENGTH: 4'
i Ppg LEVEL SPREADER �
�� PO ENTRANCE WIDTH: 10'abovo `°un�
' 53' 9 DEPTH: 0.5' 4
5
P� END WIDTH: 3'
r LENGTH: 10'
/ o �556� ' — PERIMETER DIKE, PD-9.
,.TT LINE W/ SYNTHETIC MAT
IMMEDIATELY AFTER
INSTALLATION
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ALBEMARLE
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SHEET NUMBER
GEC-5

2 3
NARRATIVE:
The proposed project is for the construction of a new roadway and supporting /
infrastructure. This project is located off South Business 52, Albemarle, Stanly
County, NC. Total disturbed area for this project is 30.19 acres. The scope of , I \1 I \ one
work includes installation of erosion control measures, clearing, grading, construction i 1 I 1 woomm
of a new roadway, and installation of utilities. \ swoon swoon
MATCHUN S� SN� 1I I I seessel1
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MAINTENANCE PLAN: ,, OEM— swoon swoon
The following maintenance plan shall be followed until the site is completely stabilized after construction. During III 1
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control
structures. 11 I a
1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any I 1 I 1
damaged erosion control measures. All NPDES rules shall apply. \II Q
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2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at
least once every week. Any needed repairs shall be made immediately so that all erosion control measures are 111 I A 1
maintained as designed.
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir \ I II Z n
i
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. / \ I I I I o �1
3 0
m
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in _ _ _ _ _ — — J — -' / ` I I I 3 m 1
order to maintain a dense vegetative cover.
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be \ I Sewer Manhole
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits ` I elder RIM — 563.5 '
leanout INV = 56.3'
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared I
and seeded.
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a 1
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal. \ \ I 1
7. Any off -site borrow and waste required for this project must come from a site with on approved erosion control plan, \ I IA
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management.
Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility Ca. D
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water CD,
Resources rules and regulations. xN 1 I
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit cWr6 1 / ADJUST MANHOLE RIM
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is vF I 1 ELEVATION AS REQ'D
shorter) following completion of construction development. 'a �; 1
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CONSTRUCTION SEQUENCE: 1
1. Obtain plan approval and permits prior to beginning work.
2. Flag the work limits to prevent unnecessary clearing. \ \ II Gas Manhole
3. Hold pre -construction meeting at least one week prior to starting construction. \ 1
Notify NCDEQ 48 hours prior to meeting.
4. Clear enough vegetation to install perimeter erosion control measures. / / / 1 1 �� a 4f
4
S°vera I"i1524e page
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493 page
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Sewer Manhole
0 \ IRIM = 562.22'
`\INV = 550.12' 1 _
\ \ — —
Sewer Manhole ^ , � ter
gas line R61 = 562.35' .�
INV = 550.39'
1
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LIMITS OF
1 ml CONSTRUCTION
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JSewer Manhol
1 RIM = 563.34' 1 m
INV — 553.17' 1 a
1
\ Sewer Manhole ° CD
RIM = 563.31: SEED & MULCH TRENCH %%
1 INV = 553.36. 1 IMMEDIATELY AFTER - m
5. Install silt fence. \ I / LIMITS OF 1 / s D — — — — w 1 \ CONSTRUCTION oa
6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer \ \ / / / / CONSTRUCTION 1 / tr to Wm°w WV, "" 1 yr
water aDn wm PROPOSED 12" WL EXTENSION, 10 n
basins shall be stabilized immediately after construction. Construct all remaining \ i / / / raid ace \1 N
perimeter erosion control measures. \ / STONE CHECK DAM 1 / / — \ e ��` ��� REF. SHEET PP-7 FOR REQ'S.
p \ \ i / / // / \ 1 / _ 11eps°k p161, Page 5�'g f° -mot e< Is 00 1\
7. Clear and grub remaining site as required. / (TYP), REF. DETAIL / b
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more \ / / / / / / \ I ( / we`d BO \\ I II STONE CHECK DAM
area than necessary. Install slope matting as shown on plans. Seed slopes in / / / / / / / / \� 1 \ / \ J I \ (TYP), REF. DETAIL
accordance with seeding details. / / / / / / / /
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table r570-
shown on the details sheets following completion of any phase of grading.
10. Perform finish grading.
11. Remove all temporary erosion and sediment control structures after vegetation is / <
established on all disturbed areas and following NCDEQ approval. / / / / / / / / ere ydra
SELF -INSPECTION NOTE:
The GC shall, on behalf of the landowner/financially responsible party, perform an
inspection of the area covered by the plan after each phase of the plan has been
completed and after establishment of temporary ground cover in accordance with G.S.
113A-57(2). The person who performs the inspection shall maintain and make available / / / / / / / \ 0-
❑ record of the inspection at the site of the land -disturbing activity. The record shall / / / / / / / / / /� /r / / 1 m \\ O O II
set out any significant deviation from the approved erosion control plan, identify any /
measures that may be required to correct the deviation, and document the completion / / / / / / / / / / / / / 1 \ \ \ \ \` I 1 Z \.V_
of those measures. The record shall be maintained until permanent ground coverhas/ / / // / / // // / / / / / i 1 0 \ \' \ \ \\ I ILn
been established as required by the approved erosion and sediment control plan. The / / 575 =o
self -inspections required are in addition to inspections required by local and/or regional / / / / / / / / / / //
erosion and sediment control authorities. / / / / / / / \ Kal6geromi4o°n Cousins Properties, LLC. I 1 l
SILT FENCE, TYP. AS / Deed5HensoStreet
413
et I \ \\ I \1 1
SHOWN. REF. DETAIL
LEGEND
1 I/ // // // / / // LID
1 1� m /// I 1 I \ •�
Fs_T1 Temporary Sediment Trap
Temporary Sediment Fence
� I 1
•��• Limits of Construction
® Rip Rap/ Stone I I
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Slope Matting Mug Nall Set /
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Level SpreaderII II II II I I \ \ I �,°:gyPOINT OF B/EGINNIN m
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TEMPORARY CONSTRUCTION I o
ENTRANCE OFF GROVES AVENUE. \ — \ anoomSHEET GEC-6 m m 1
R TO BE MODIFIED AS PROJECT \ MATCHLINE m I 1
\
1ADJUST DRIVEWAY
CULVERT AS REQ'D
Sewer Manhole
O' ♦P 1 \ I er RIM - 567 71' 2„
d i� e and culvert 3' north of line I I I\ 11 I ♦ II 1e3nDat INV 563.53' 1„
/ ' I I I I I I I I L I I / I I I ♦ I I� SCALE 1 n=
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/wire fence I / / / / ' `s>4 N \ \ \ \ \ IIrious
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE P • OF• / .. . • • �•� • • 6= • I• •••
71 CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STAMORYp� DE RODl10ED OR,•,•, •, •,•,•,•,•,•,•,•, •,•,,• •••..... y•••••••••••••••••••••••'••• • '/ .... • ... •� , \ / / / / / / / / / / / I / / / / / / / / / /
RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOTE )) \,',',',',',',
J COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRRI ',lam / , , , , , , , I , �j� / j / / / I / / / / / / / / /
�I..............••••••.•.•••••••.• . .•.••••• 57 / / I / // / SCALE 1'=50'
- 2 3 4 5
ALBEMARLE
NORTH CAROLINA
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SHEET NUMBER
GEC-6

E wal
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2 3 4 5
( \ l / / � i i // ( / 11 ♦ / /
MATS
� / / / / / // / / / / / 1 / 1 I\ III I I I I 1 I I / / I /♦ / / / / / /
/ PROPOSED 12" GRAVITY 1 I I 11 111 I I I I I I 1 I ( / / I I / ♦�- // // //// //////
SEWER, REF. UTILITY
DWG'S FOR REVS. 1 I l
N ` / / / / / / / / / / I I I I \ 11 I 1 1 I I 1 I 1 / / ( _ ♦- �/ / / / / h� °� / / /
/ I
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PERIMETER DIKE, PD-12.
o LINE W/ STRAW W/ NET g /
IMMEDIATELY AFTER / / / / / / I / III I I I I I I I ( / / I I / / / / c�`L
N `
INSTALLATION ( I I I I I I I I I / / / / 5D�/
550
o� VEGETATED SWALE, VS-26.
LINE W/ STRAW W/ NET
- -547 - IMMEDIATELY AFTER i / / / / / / l 1 / 1 \\
INSTALLATION I I \ \
p - 46- - / / / / / 1 \\ I I IIII I I 1 1 I I \ \ \ \ \ TEMPORARY DIVERSION SWALE INSET X ""'
545
-5LEVEL SPREADER / / / / / / / / / ' 1 \ \ / 1 IIII I I I I I I 1 \ 1 \ \ \ \ \I I \ \ \ SCALE 1 "=30'
/543- - ENTRANCE WIDTH: 10' II
- - DEPTH: 0.5'
a �54 END WIDTH: 3'
/ 41- - LENGTH: 10
oa 540-
'
SEDIMENT TRAP ST-13
DIM: 22'X45'X2'
(I \ \ I I 1 \ \ - / / /
1,485 CF TOTAL VOLUME @WEIR ` /� , I I \ \ I I \ \ \ \ \ VEGETATED SWALE, VS-27. `_ _ / / / SEE SHEET GEC-5 �
°O 990 SF SA @ WEIR / / / / /' / /' /� / i / \ \ \✓ I I \ \ \ \ \ \ \ \ \ \ \ LINE W/ SYNTHETIC MAT / I , i FOR REQ'S
BOTTOM ELEV: 522.00' IMMEDIATELY AFTER / I \ - - - / i'
SPILLWAY ELEV: 524.50' / / / / / / / // / / / / / / �/ /\ \ \ \ \\ \ \ \\ \ \ \ \ INSTALLATION
STONE CHECK DAM TOP OF DAM ELEV: 526.00' LEVEL SPREADER \ \ \ \ \ •\ '
(TYP), REF. DETAIL , '� SPILLWAY LENGTH: 4' / / / / / / / / / j/j / ` / �t ENTRANCE WIDTH: 10' I I \ I \ \ \ \ PERIMETER DIKE, PD-11.
DEPTH: 0.5' / 1 \ \ \ \ LINE W/ SYNTHETIC MAT
o� ✓/ 535 COIR MESH BAFFLES, / / / / / / END WIDTH: 3' \ \ IMMEDIATELY AFTER
VEGETATED SWALE, VS-26. '� `` TYP AS SHOWN �� / / / j// / /� / / _ LENGTH: 10' ' / // I \ \\ \ \\ INSTALLATION �\ \ / CB A-18
\ \ RIM:552.85 ,
LINE IMMEDIATELY
STRAW W/ NET p ♦ / /% / // / SEDIMENT TRAP ST-13, I \ \ \ \ STONE CHECK DAM INV: 548.40 , co IMMEDIATELY AFTER O� ♦ � � _ _
INSTALLATION � DD1 I � �2 / / DIM: 28'X52'X2' \ \ \ \ ( ) S _ _ r r r
2 r • ♦ pp12 EMERGENCY \ \ TYP , REF. DETAIL
2�PD12�Pp12 SPILLWAY r / / 2,184 CF TOTAL VOLUME @ WEIR \ \ \ \ \�' S S4S 5�= '������������rr��rr p �PD11 >1
S i / 1,456 SF SA @ WEIR \ \ X�_K
/ 9PD11 PD11 PD11HW A-18 BOTTOM ELEV: 522.00' / (Q ` 54j_ 42 1 • \� 11 =� PD11 PD11 PD11
�j I N V: 520.86 )
J` SPILLWAY ELEV: 524.50' p t) ca '�j / try / O D
TOP OF DAM ELEV: 526.00' - / h��� �S `,�S = •-•�p 11 - - _ - _ - _ f
�h5 , SPILLWAY LENGTH: 4'
COIR MESH BAFFLES, J�
% TYP AS SHOWN 00
• 000,10000
p0?1
area of / , _ ' �00
.�
ground disturbance �� O p0�
"Borrow Pit" COIR MESH BAFFLES, I O�� ♦ PDA1�
4.2 Ac +- `10o SSS
TYP AS SHOWN ��� \ '
:..
� SEDIMENT TRAP ST-13, i
DIM: 22'X45'X2'-
1,485 CF TOTAL VOLUME @ WEIR 1 / . _ 1�
990 SF SA @ WEIR PD ` r r r ♦ \?�\
".' 10 • .� 73.32' of 18" RCP @ 1.70%
BOTTOM ELEV: 521.00 .; .:..:...........::.... .:., . / _ PD1 • • A }
SPILLWAY ELEV: 523.50' 10 17
a_ FES -
TOP OF DAM ELEV: 525.00' ` pp10 �� • / i INV:547.15 I�
SPILLWAY LENGTH: 4' / _ / / pp10 • • A
O
EMERGENCY / / _ J _ pplo •
SPILLWAY ` /� /flo / 10 PD • �' • w M 5
ice/ / 10�Pp••• I M �
I INVWA-175 9 89 , / / / - - pp10 • • • � `� ' I VEGETATED SWALE, VS-26. ,
I / / // I - - - - pp10 • • / / I LINE W/ SYNTHETIC MAT /
LEGEND APRON A-10. 10 LF OF 12" THICK / / PD10'� PD10 �• • / / ( IMMEDIATELY AFTER
COUNTERSUNK RIP -RAP ALONG THE ,' I / pp10_<Jj PD10 � PD10 � PD10 � PD10� - _ • / / / // U
Am=______-___ r INSTALLATION /
Jim
sT Temporary Sediment Trap STREAMBED. TO BE INSTALLED / i PERIMETER DIKE, PD-10. I / / I cn
o
FLUSH WITH EXISTING STREAMBED. _ / 0 LINE W/ STRAW W/ NET / / / / I Temporary Sediment Fence / / / / I IMMEDIATELY AFTER
SLOPE MATTING TO BE INSTALLED / / / / / / P 0 INSTALLATION
Limits of Construction / i
ALONG STREAM BANKS IN TEMPORARY -
® Rip Rap/ Stone IMPACT AREAS, TYP. EACH SIDE / / / ��/ �e / i 2 - 5 of 54" RCP @ 1.22% LIMITS OF
/ 0 / / i / 1 / /�v CONSTRUCTION
Slope Matting - , i / _ / / �/ / // / / , r / / / / COIR MESH BAFFLES,
Level Spreader / % % /� /i �� / ' / // / / / j / / / / / TYP i S SHOWN
/ / i - / /
SEDIMENT TRAP ST-12,
Rock Pile Inlet Protection / / / i �i / / i / / � i � DIM: 28 X52 X2
/ / REF. TEMPORARY DIVERSION / 2,184 CF TOTAL VOLUME @ WEIR /(
//j / / / / SWALE INSET FOR REQ'S / / 1,456 SF SA @ WEIR
BOTTOM ELEV: 523.00' SILT FENCE, TYP. AS SPILLWAY ELEV: 525.50'
NARRATIVE: / /i i' , / / j /// / / , / // /
� / //// i / I
The proposed project is for the construction of a new roadway and supporting / - / /// / / SHOWN. REF. DETAIL / TOP OF DAM ELEV: 527.00'
infrastructure. This project is located off South Business 52, Albemarle, Stanly / /, i / ♦ / / /
/ // SPILLWAY LENGTH: 4' !..
County, NC. Total disturbed area for this project is 30.19 acres. The scope of / / - - J // / /
work includes installation of erosion control measures, clearing,grading, construction / / // / / // PROPOSED 12" GRAVITY / /
g g' - J� / I / SEWER, REF. UTILITY / / LEVEL SPREADER
of a new roadway, and installation of utilities. i / / , / (� i I o
_ !!� / ENTRANCE WIDTH: 10' /
DWG'S FOR REQ'S. /
DEPTH: 0.5' .
/ / / �'•'•'•'•'•'•'•'•'•.••
/ END WIDTH: 3'
MAINTENANCE PLAN: •'•�•'•••••••••••••• / I
/ / CONSTRUCTION SEQUENCE:
The following maintenance plan shall be followed until the site is completely stabilized after construction. During / 1. Obtain plan approval and permits prior to beginning work. LENGTH: 10' _ \ \ I / / / / / / / \ / ` /• /
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control �/ / 2. Flag the work limits to prevent unnecessary clearing. \ \ \ / , / \ / \ / • • • / '
structures. 3. Hold pre -construction meeting at least one week prior to starting construction.
Notify NCDEQ 48 hours prior to meeting.
1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any 4. Clear enough vegetation to install perimeter erosion control measures. / - - \ \ ' I - / / ♦ I '
damaged erosion control measures. All NPDES rules shall apply. I 5. Install silt fence.
1) 6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at basins shall be stabilized immediately after construction. Construct all remaining
least once every week. Any needed repairs shall be made immediately so that all erosion control measures are / perimeter erosion control measures.
maintained as designed. / 7. Clear and grub remaining site as required.
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir area than necessary. Install sloe matting as shown on plans. Seed slopes in
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly. accordance with seeding details. \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table - - \ \ \ \ \ \ / / / \ / ( ( / / / / / h
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in shown on the details sheets following completion of any phase of grading. \ \ \ \ \ \ \ \ \ - - ✓ / / / ` - - - -, I 1 I I / / / / /
order to maintain a dense vegetative cover. 10. Perform finish grading. IN
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be \ 11. Remove all temporary erosion and sediment control structures after vegetation is established on all disturbed areas and following NCDEQ approval.
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared I
and seeded. -
\ SELF INSPECTION NOTE:
The GC shall, on behalf of the landowner/financially responsible party, perform an / \ I \ \ \ \ \ _ _ - - - - _ - ( ( / / / / 1 co
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a \ \ \ \ � _ _ / \I /i' to ".
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal. inspection of the area covered by the plan after each phase of the plan has been I \ \ \ //)
P g Y PP completed and after establishment of temporary ground cover in accordance with G.S. / -
7. Any off -site borrow and waste required for this project must come from a site with an approved erosion control plan, 113A-57(2). The person who performs the inspection shall maintain and make available f
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management. a record of the inspection at the site of the land -disturbing activity. The record shall
j Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility set out any significant deviation from the approved erosion control plan, identify any
regulated b the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water measures that may be required to correct the deviation, and document the completion
9 Y 9 P 9 of those measures. The record shall be maintained until P ground round cover has
Resources rules and regulations. ♦ I \ \ -- - - - - ( \ // / / / / / / /
been established as required by the approved erosion and sediment control plan. The ♦ / \ / // /// /
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit r?�� self -inspections required are in addition to inspections required by local and/or regional s
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is erosion and sediment control authorities. �, / I I 1 1 \ / / //// //// /// / 1 1 /
shorter) following completion of construction development. r �- _ ` �� 1„ I ( 2„
RAWINr IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ' / ' _ _ ••!• ••••• \ ` 1 \ ' ` \
C IN ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTOW AND OTHER RESERVED •.•. I
IGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR / •••• ••S! ••• ••�•�•�•••••• \ ( \ � \ `
COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN VITING. / / • �'•' •• `` 10 / / / / / I I
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SHEET NUMBER
GEC-7

3 1 4
NARRATIVE:
The proposed project is for the construction of a new roadway and supporting
infrastructure. This project is located off South Business 52, Albemarle, Stanly
County, NC. Total disturbed area for this project is 30.19 acres. The scope of
work includes installation of erosion control measures, clearing, grading, construction
of a new roadway, and installation of utilities.
MAINTENANCE PLAN:
The following maintenance plan shall be followed until the site is completely stabilized after construction. During
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control
structures.
1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any
damaged erosion control measures. All NPDES rules shall apply.
2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at
least once every week. Any needed repairs shall be made immediately so that all erosion control measures are
maintained as designed.
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid —depth point below the weir
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in
order to maintain a dense vegetative cover.
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be
replaced. They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits
remaining in place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared
and seeded.
6. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal.
7. Any off —site borrow and waste required for this project must come from a site with an approved erosion control plan,
a site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management.
Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility
regulated by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water
Resources rules and regulations.
8. Plan should include provisions for groundcover in accordance with NPDES Construction Stormwater General Permit
NCGO10000 and permanent groundcover for all disturbed areas within 7 working days or 14 calendar days (whichever is
shorter) following completion of construction development.
CONSTRUCTION SEQUENCE:
1. Obtain plan approval and permits prior to beginning work.
2. Flag the work limits to prevent unnecessary clearing.
3. Hold pre —construction meeting at least one week prior to starting construction.
Notify NCDEQ 48 hours prior to meeting.
4. Clear enough vegetation to install perimeter erosion control measures.
5. Install silt fence.
6. Construct all sediment traps and skimmer basins. All sediment traps and skimmer
basins shall be stabilized immediately after construction. Construct all remaining
perimeter erosion control measures.
7. Clear and grub remaining site as required.
8. Grade and fill areas to proposed grades shown. Contractor shall not disturb more
area than necessary. Install slope matting as shown on plans. Seed slopes in
accordance with seeding details.
9. Provide groundcover on exposed slopes as indicated on the Soil Stabilization Table
shown on the details sheets following completion of any phase of grading.
10. Perform finish grading.
11. Remove all temporary erosion and sediment control structures after vegetation is
established on all disturbed areas and following NCDEQ approval.
SELF —INSPECTION NOTE:
The GC shall, on behalf of the landowner/financially responsible
party, perform an inspection of the area covered by the plan after each
phase of the plan has been completed and after establishment of
temporary ground cover in accordance with G.S. 113A-57(2). The
person who performs the inspection shall maintain and make available
,a record of the inspection at the site of the land —disturbing activity. The
record shall set out any significant deviation from the approved
erosion control plan, identify any measures that may be required to
correct the deviation, and document the completion of those
measures. The record shall be maintained until permanent ground
cover has been established as required by the approved erosion and
sediment control plan. The self —inspections required are in
addition to inspections required by local and/or regional erosion and
sediment control authorities.
LEGEND
Fs_TJ Temporary Sediment Trap
Temporary Sediment Fence
Limits of Construction
® Rip Rap/ Stone
Slope Matting
Level Spreader
v Rock Pile Inlet Protection
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF
CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED
RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR
COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING.
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