20090859 Ver 1_Stormwater Site Plans_20101007

RE: Charlotte Pipe - Oakmont Page 1 of 1
RE: Charlotte Pipe - Oakmont
Matthew Bramwell [[e-mail]]
Sent: Thursday,October 07, 2010 4:21 PM
To: Strickland, Bev
Beverly,
I will be sending you the scanned plans using NewForma shortly. Please let me know if you need anything else.
Thanks,
Matt
From: Strickland, Bev [mailto:[e-mail]]
Sent: Thursday, October 07, 2010 3:39 PM
To: Matthew Bramwell
Subject: Charlotte Pipe - Oakmont
Mr. Matt,
Please provide a data CD or ftp site with a full size version of the signed plans in TIFF Group 4 format
(black and white, not grayscale or color). If the plans are too large to store in TIFF format, they can be stored
in PDF.
Beverly Strickland
Division of Water Quality-Program Development
N.C.Department of Environment and Natural Resources
2321 Crabtree Blvd,Suite 250,Raleigh,NC27604
Phone#'s(919)715-4617 or 715-8394
Email Address: Bev.Strickland,a ncdenr.gov
E-mail correspondence to and from this address may be sitbject to the North Carolina Public Records Law and may be
disclosed to third parties.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 10/8/2010

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CHARLOTTE PIPE AND FOUNDRY OAKBORO SITE
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EROSION CONTROL AND STORMWATER CORPORATE
MANAGEMENT PLANS
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SWIFT ROAD ss,oN�z
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LIGHTHOUSE ROAD
STANLY COUNTY
OAKBORO , NC
DEVELOPER Charlotte Pipe and
D p Foundry aC
1335 S Clarkson Street 0
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Charlotte, NC 28208 2� m
704.348.5400 SHEET INDEX:
Contact: Marshall Coble
C-0.0 Cover Sheet O Z
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C-0. 1 Site Context Map 1:
- and Demolition Plan SITE 0
C 0.2 Existing Conditions a , �—
C- 1 .0 Erosion Control Plan - Phase I Q
CIVIL ENGINEER LandDesign, Inc. C- 1 . 1 Erosion Control Plan - Phase IA Z Q
223 North Graham Street C- 1 .2 Erosion Control Plan - Phase 2 `G� �� z Q
Charlotte NC 28202 C- 1 .3 Erosion Control Plan - Phase 3
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704.333.0325
C- 1 .4 Erosion Control Plan - Phase 3A 7 LL
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C- 1 .5 Erosion Control Details C 13 � U
Contact: Matt Bramwell, PE 8 H C)
C- 1 .6 Erosion Control Details 0� _
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C- 1 .7 Erosion Control Notes and Calculations Q,
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SURVEYOR LDSI, Inc C 2.o Overall Stormwater BMP Plan � �o� W Z o
C-2. 1 Pond I Plan and Details Z oc
508 W. 5th Street, Suite 125 �'G 4 z —
C-2.2 Pond 2 Plan and Details n C— w m
Charlotte, NC 28202 C-2.3 Stormwater BMP Details -��c��� yam 4 W Q
704.337.8329 C-2.4 Bypass Culvert Profile and Channel Cross Sections 5 F- �—
Contact. Seth
Martin PLS C-2.5 Bypass Culvert Drainage Area Plan ~ w
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WETLAND / Len Rindner Mr z
GENERAL NOTES: PNTS o Q U
ENVIRONMENTAL Environmental Planning Consultant U w Ln U
CONSULTANT 3714 Spokeshave Lane I. THE CONTRACTOR'S ATTENTION IS DIVERTED TO THE REQUIREMENT VICINITY MA
FOR HOLDING A PRE-CONSTRUCTION CONFERENCE ON SITE WITH
Matthews, NC 28105 OWNER AND ENGINEER'S REPRESENTATIVE PRIOR TO INITIATION OF
ANY WORK.
704.846.0461 2. WORK UNDER THESE CONSTRUCTION DOCUMENTS IS TO BE
ACCOMPLISHED ONLY ON LANDS OWNED BY CHARLOTTE PIPE AND
FOUNDRY AND THE CONTRACTOR SHALL TAKE ALL MEASURES AND
PRECAUTIONS NECESSARY TO AVOID ANY AND ALL ACTIVITY ON
ADJACENT PROPERTIES. ANY CONTACT FROM ADJACENT PROPERTY
OWNERS SHALL BE DIRECTED TO THE OWNER AND ENGINEER'S
REPRESENTATIVE.
3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT
WETLANDS AND WATERS OF THE U.S.ARE PRESENT ON THIS SITE.
OWNER HAS OBTAINED CERTAIN PERMITS FROM NCDENR AND
USCOE COPIES OF WHICH ARE CONTAINED ON THE CONSTRUCTION
Z
DOCUMENTS. CERTAIN IMPACTS HAVE BEEN PERMITTED BASED ON O
THESE PERMITS AND THE CONTRACTOR AND ANY
SUBCONTRACTORS AND SUPPLIERS ARE AT ALL TIMES SUBJECT TO LU
COMPLIANCE WITH THE CONDITIONS AND REQUIREMENTS OF THESE
PERMITS.
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I. CONTRACTOR TO SUBMIT DEMOLITION PLAN TO PROPER LOCAL GOVERNING FIGURE DEMOLITION " I I 1 ! � \ � -1 \ �� , , \ ;, - \ \ -_ _ ,� -_ , ,, -_ // z
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2. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH \ \ I "t \ - __ ,­ _­ - _1\ \ ,,�, �,, � � i \ � "I 1�?, ,53.�,,­- ­ /o/ e,/ / Z' - �. - ,-, I I It \1 1-1 - / I
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WALKS,AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, I t t I � \� ;; � I I \ "I \ '\ � \ \ \ z I .\ \'­� \ ._1. 'I I'll >1 " /,� , / 11 - -I, " // I Lu �0-
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WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING I t .1 � �t . , 13\ 1 " �, \ t � � , , x -,.- .I- \ /
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8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE ­11 ­ ­_ -_ I \1 530 ,-,, '. �,\\ , 1 520- - ,-- - �- / 1. -_ -1 \ \ /tt
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IN PLACE,PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITION , , � --,\\\ , , , � � 1 � `_\ _7A // , / ,� , // / it , __ .� ,
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I I.PROTECT STRUCTURES,UTILITIES,SIDEWALKS,PAVEMENTS,AND 0 \ \ , � �, �, ­ �i -,� . I --,-- , -- ---- ------- --__ ___-1- __ - _-, ,// �
DS CREATED BY THE i 'i " �, , I / � t , -_ -_ , ­_ / I /
BY SETTLEMENT,LATERAL MOVEMENT,UNDERMINING,WASHOUT AND OTHER HAZAR \ i � k __ I-1 __ ", _ , I \1 "\ , ,
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DEMOLITION OPERATION. - _� \ \ \ � - � i I \ __ __ �1, --_ _� '--- _� - .__ , - - '_1 \ k I i A�p
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12.CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL,EQUIPMENT,ETC.FROM \1� I - --- __• \ \ �\ . i I I �� �� �t '� , I I �� \ 1� � _. _ _-, __ I—- __ -_� __ 1\ _� __1 __ ,� __ / ,_ \ \� i � r �, / z I / 0 0� =
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THE SITE IF NOT NEEDED FOR NEW CONSTRUCTION. __-_ \ \ ; I , � 1 � �i , I , �', �' "I I 'I I \ 1z__ / 11 Z 0 F z
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13.SURVEY DATUM IS FROM THE BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY LANDDESIGN - � I... g I � � i I � , ) \ ­1 --- __ .11­ ­ -,­ ­­_ __ ,� I 1�_ I cl�
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SURVEYORS,DATED JUNE 20,2008. __ I I q !� 1 : ;! � ! : i EXISTING STONE-_ I �,_ - - - __ -0- --- I ! I / z \ / \
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14.THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE _� ; � I/ 11 , / I \ 11 1, �, / \ `_� <
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INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.THE ENGINEER OWNER ,, I __ - -,- - ! 11 ! J I � I , / I % - - _ 530 / i 1 4�/ / z / /\ I
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ASSUME NO RESPONSIBILITY FOR INACCURACY. __ L-) (N _� I. i ! �F*1, � � 1, � , , CONTRACT 520 , ,I � �_ I t, 11 t / DUKE POWER TOWER \ �,
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ABLE BUILDING CODES AND LOCAL C"i i ! ! / I , i � ; 1 1 1 ­., I � \ -�, ___ � F / 6
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I 5.ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE 1�1 (D -'- _-, I ! t / ;. � � I t q , __ -",- _/ � , .,---I � _ __ _ __ __ 11 I 11 I I _q" / .25'x 25' (TYP) \ __ CL z
- - - - 540 � - / t : � \ , I __ I I � ,� _� I /'11� - DC 0
CONTRACTOR REGISTRATION ,-, i") - / � � - �- I -, / - /
,� / I i , , � \ i _'� _�RESTRICTIONS.THE CONTRACTOR MUST COMPLY WITH ALL OF THE C - / "I / ,j / ,� ! ; ; Z ", I t \ I I
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REQUIREMENTS OF ALL GOVERNING AUTHORITIES. . / ,: / / ; / , . I -I " \ I /, � �_ ___ , \ i I I � �, i - , . 1_ /I ___1 �,
�� 1� / ? . , tt � � , I _j 16.PRIOR TO THE COMMENCEMENT OF DEMOLITION,THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES _ � / I , � I . � I / ___ _ I I / x "Io- i2o1\1 -_ ­_ - __ __ ,/ / � i I � ', (� � , � � I t I ; / - -_ ____ -- _ ____ --- I/ ; r � \ -_ f �T � / / ^1/ I '--
WITH ALL UTILITY COMPANIES SERVING THIS AREA.THE CONTRACTOR IS TO COORDINATE FULLY WITH THE � n __ 1_� _� I 1 ". I i f ' \ I/ , t - ___ __ __ - ------ , __ � I ,- _- I - 164, / (\ -_ 0 -
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UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 1�_ V) __ __ 1� -_ __ __ I I / I ! � t, �o � ,\ , I � ) f I ___ ____ ------ , � - ---. _ _ j I //7 �/ , "I _� 1-1 < D
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17.MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE TWO(2)FEET BELOW GRADE.THE I ;- -, ___ ---. - -, � - - � /I I I/ It I ,; , k 1� 1, � `� 11 � __ ___ _ / ,,- I-- ,__ __ ___ - � \ \ ? ,_ /0 / / , _� _/ z 1\ \_1 p� 0 Z
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CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MAT , I � I. 11 � I \ \ � \ f - - - TOM I %
__1 I - 1-1 _ t � I \ I I - I . __ t / \:�_,! ,
MATERIAL �, I -, \ /I r j � \ " - __ - -11 "I --- - _ - - - ---- ,-- - \\ \\ � "1 ,_1 ( �
__1 - �__ / \ , I "\ \ \ \ I � \ t - _ _ ::�_.___ ) 1� 1-1 I --- __ __ - . � (
18.RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH - z i I , I \ I i � - -1. ,'. �, _ -.- - �_ �, I I I � 1� �_ z
-_ � ­ --- —_ _ —_ '\ 1-11, — i "I , \ \ \ \ \ �, �, C) I I � `_� �� ;tc _11 .�, ,�, -_ —_ --- — , -- - 3 1-1 \ '�, 7 1_� � / _1\ —_ �� 0
THE APPROPRIATE LIT �, � ! I I - I.- , -1 __ I
UTILITY COMPANY. I � ) � \ , I , �, \ I _­ - -1. -_
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19.CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO ­ - -I- T J 11 I \1 �, \ \ \ 1, � Lo 1� ,� \ __ -.- -1 ��,/ / k, . 11 1-1 I 1-1 _,� .- __ __ __ � __ \ \ ___ ' 1_� \ 1�11_ / / // 0 0 z
STARTING DEMOLITION ACTIVITIES. . - - - ___ -, - __ _� 1-1-1 0 BE REMOVED - --� __ .1 \ \ \1 -1 I �, � j � \ \, __ ___ ;/ I/ / �1�_ ,//' 'I., ',1 " ,� 11. -.-- - __ -- - -__ � __ -, __ �, \ __ �_ 1-1 / 0 / -,- /
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20.REMOVAL OF ITEM SEPARATE _-, 11 - THIS CONTRACT , \ \ \ ', \ , � / , - "I ­_ - .- _ - __ - - _�,
. - -, __ I 11' It � t \ I\ , ,\ ,__ _. !. .!. / _, "I - I., ,� I _., - - ____ , ,_ __- ,� /
_ I I � -- ,� _� _­ -- -_ /
CONTRACT AND A SEPARATE DEMOLITION PLAN WILL NEED TO BE APPROVED. - - - 1� - I \ \ \ � ,, _ , __ __ - --/,- z (
S LABELED"TO BE REMOVED BY OTHERS"IS TO BE HANDLED WITHIN A SEPAP � \ \ \ I � � ­- 1-1 1 - _-1- --- , � ) / --- z \ , 0 0
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21.PLANS TO BE SUBMITTED TO DUKE POWER FOR APPROVAL OF RELOCATION OF EXISTING POWER POLES I '\ I -__ __ __ - -, \ , ,, \ , � 1 '__ /, / / / _- ,, � _', , "� - __ - __ I-, - /
LABELED"TO BE RELOCATED". 1\ \ \ \ ,� I , � / __ �, __ � -1 _> �_ - __ - - - / I
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GENERAL NOTES: , I -�_ � 1�_ --, --, \ \ � _\ `� I- __ � �_ __ - � , _/ / / ., /1 / /. ,\ � � , I I f ; I ,I .i 0 �� 0-, __ _- _� "I ,�� , I // I / , DELINEATION OF WETLANDS/WATERS OF THE U.S.BY LEN RINDNER
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RESTORED TO A CONDITION EQUAL ,_ - - - �� ,/ i �1_ -- - . ,,, " � � \ _ --_ -_ I �� / /"- �_ �
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I.ALL PROPERTY AFFECTED BY THIS WORK SHALL BE , - - a --- ,,- ,- ­� -,, \, , ,,� -, \1 I - ­_ -_ -_ __ ." / i � \ - _1 I " � 11 ,\ It ­ - TO BE REMOVED , / \ /
TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE -/ �, - __ I - '1� - - , - - I z � � t i � t � 1, �, � , I \ ____ _� __ , / /v ,�11 �,, '1/ I \
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I PLANS. I z 1-1 , _� I \ \ I - 1-1 '11 - - - - _� ,�� "I �, - -, \ / :1� � , , , � It, \ \ __ ___ .-- - ��,, / " �� Z' I/ \ / /X�I
2.THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF .I- z " �, �, �, -� -� -_ " , '__ � '1\ �_, __ � . � � �, , 11 _ __ / /, / , : / / I \.
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EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS ' / , z I�,, __ __� 1� -, 11� � --,",_ I-- -� ,- __ 1�I - - I— I'-_,-=----- � i. � ! 1, 1, � \ \ \ \ � - - - - - - I- -.-- __ --- --- - -_ __ - _- / ,� I / / __ __ - / , \1 I/ / I'll, f i /I 1�1 \� �_ __ .. \ - _____ - - \ \ \ � I 1, / / I I / .
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: OF THE VARIOUS UTILITY COMPANIES,PREVIOUS DESIGN DOCUMENTS,AND WHERE / � - _­ 1� 1, -, ,,, '_ , \ __ - 1\t, \ \ \ ) "I ��,,' \ \ � \, \� - __ -,--- __ ___ ( k / / \ I 11 j 11, �
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HE FIELD.THE INFORMATION IS NOT TO BE RELIED ON / - 11-1 �, 1-1 -� -,,, --, -, ,-� --, ,,� __ - ,---- 11 I - --- __ / \ I
I POSSIBLE,MEASUREMENTS TAKEN IN T / / / �, , I �, 1� ,1� �11 ,�, -� ,-, \ , -, ` -, __ \- ____- � I \� \ \ � / "'o\ , 0 \ \ N, - _ ___ - _ _ ­ -_ __. ­- -,- - - � \ \ \\ / I / / _Z__ �% Z
AS BEING EXACT OR COMPLETE.THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN / /i / ,_ I,- , , '_1 "I -1 ­_ ,\ `-, ,-, ,,, �, ­-, -, I- - - k I \ 11 \1 � .� ,/z \11 ,\ ,\,\,\ "I ,\ "I I\, _ __ I \ I / 1-1 \ ,, /-, \\X/ r -11 I \1 1�I // - '\ 0
R TO CONSTRUCTION. \ "I 11�, _1� I - -_ ,_ , - - � \ i -_ x "I 1� I
THE FIELD BY THE CONTRACTOR PRIOR I -, -_ __ ; , I I I I I , I ,1 . ,, i ) \ \\ \, - _ - /__ I --- ,
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3.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY � I. I 1�1 \ 1\ 1_\ 1-1, \_1 � 1_� �, I -­ ___ I- _ _ _ 5zo d 11 � I � ; � I , � \ ,\ \ \ I ___ __, __ -11, ,,- -_ _ --- __ - \ ) /__ .� 1-1 __1 \ I R \ > .
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� __ --- , � ", \ I - .. \ \ / 1-1 � \I DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION / � t '\N \ \ \ \ � '\\ ", __ _� / , , 1,11 /' / . t \ �\ �'� , � , I I I f �, 1\ _� I / \ i \ \ -
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PRIOR TO PROCEEDING. I I I 1�1 - __ -1 -, _ _ __ -1 it . k \. 1� \: � � 1� _ I � - __ �_ I - /'I, \ k z ,/ \,I' \ , __ / / , t ,_ ,-- _- _ __ - , % : I ) " -1 ,�// �____ \\ \ I / I-- /_ )
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DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS P ( I I . ) I i \ '_� _� - _� / " / I I I : i \, � I I I t, __ -, I i I . I / 11
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4.PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR I I I . I I " � z -� 11 I ; , / , �' � \ � " \ ', - 520- - --_ --- � I �/ _�
APPROVALS HAVE BEEN OBTAINED FROM / � \ i I N\ " -, ­1 , 11 ,� / __1 /
THAT ALL REQUIRED PERMITS AND APPP ALL � 21 1 1 / / / ! , \ - / I .1 ,. 11 ,� 11 �_-, ­ __ - --- '\,.\, ,� , '.1 .11 .11 / / __ , � __ , � / / /A i
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REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF / i I � ­ \ I I-- X� \ ,
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TRENCH 6"INTO 6-8"RIPRAP a d ® ® CHANNEL y %
a n L 2"x 2"x 3/"BRACING 4'O.C.ON W8 Emoo
O 8 @000RPORATEEXISTIN 1 EXISTING BOTTOM FLANGE PROFILE _-
1. PREPARE SOIL BEFORE INSTALLING BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER,AND SEED.
N G I I PAVEMENT _ C� C ,
a � a iT x 15 GRATE FRAME
PLAN 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6"(15cm)DEEP X 6"(15cm)WIDE TRENCH WITH APPROXIMATELY 12"(30cm)OF BLANKET
a EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm)APART INcn
Q � �
a THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(30cm) TOP BANK\ �,��� •, O�\
PORTION
OF BLANKET 30cm SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED \ �,11II�I�CIAg\���``
3"-5"CLEAN STONE 15' ( )ACROSS THE WIDTH OF THE BLANKET.
PLAN do=PIPE DIA.
fn 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL La=APRON LENGTH
N
-I I
SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKE W=APRON WIDTH S IN APPROPRIATE LOCATIONS LOCATIONS AS SHOWN - - - B
IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS 3 x PIPE 0(MIN.) = I II=11=_III=11 `��``� CAR
ROVIDE 30'x 24'GRAVEL GRATE CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. d=APRON DEPTH L=DISTANCE SUCH - - _ - _ _ �` `�
La
CENTERED IN ENTRANCE REFER THAT POINTS A&B - � � .• F
TO DETAIL ARE EQUAL I I- III- -_ _ :•Q
4. PLACE CONSECUTIVE BLANKETS END OVER END(SHINGLE STYLE)WITH A 4"-6"(10cm-15cm)OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4"(10cm)
PLAN VIEW APART AND 4"(10cm)ON CENTER TO SECURE BLANKETS. SLOPE 0%_ FLOW ,� ELEVATIONS
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm)APART IN A 6" - - - alilll==Ill=lll=lll=
III=III=III-� LONGITUDINAL PROFILE = Ik
SEA 6
CONSTRUCTION SPECIFICATIONS (15cm)DEEP X 6"(15cm)WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. -I I-III-III III-I -III- c1'
1=ITI=ITI=I I =I I-I =�I F
-IT-O I-I NOTES: '= •.c IN EE. A te\
1. STONE-USE COARSE AGGREGATE(3"-5"STONE).
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5"(5cm-12.5cm)(DEPENDING ON BLANKET SIZE)AND STAPLED. r�fif ;?L
FILTER BLANKET 1
1. THE MAXIMUM HEIGHT OF THE CHECK DAM AT THE CENTER SHALL NOT EXCEED ONE Iw
2. LENGTH-AS EFFECTIVE,BUT NOT LESS THAN 100 FEET. 7. IN HIGH FLOW CHANNEL APPLICATIONS,A STAPLE CHECK SLOT IS RECOMMENDED AT 30'TO 40'(9M-12M)INTERVALS. USE A DOUBLE ROW OF STAPLES •
STAGGERED 4"(10cm)APART AND 4"(10cm)ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. HALF THE DEPTH OF THE CHANNEL. t
3. THICKNESS-NOT LESS THAN EIGHT(8)INCHES. NOTES: SECTION A-A 2 MAXIMUM SPACING SHALL BE SO THE TOE OF THE UPSTREAM DAM IS THE SAME
8. THE TERMINAL END OF BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm)APART IN A 6"(15cm)DEEP X 6"(15cm) . ELEVATION AS THE TOP OF THE DOWNSTREAM DAM
4. WIDTH-NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. W
A NOTE: SEE APPROPRIATE PLAN OR SCHEDULE FOR DIMENSIONS .
5. WASHING-WHEN NECESSARY,WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN 7 3. REMOVE SEDIMENT WHEN 25%THE HEIGHT OF THE WEIR.
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR / B C CRITICAL POINTS *HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF 1. La IS THE LENGTH OF THE RIP RAP APRON.
SEDIMENT BASIN.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN,DITCH,OR WATERCOURSE THROUGH USE OF SAND A)OVERLAPS AND SEAMS NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL 2• d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 4. REMOVE CHECK DAMS WHEN SITE STABILIZATION IS ACHIEVED. V
BAGS,GRAVEL,BOARDS OR OTHER APPROVED METHODS. B)PROJECTED WATER LINE POINTS ALONG THE CHANNEL SURFACE. O
C)CHANNEL BOTTOM/SIDE SLOPE VERTICES 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
6. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC **IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE OR STAKE RIP-RAP AND SOIL FOUNDATION.
RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF LENGTHS GREATER THAN 6"(15cm)MAY BE NECESSARY TO 6.L
ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE PROPERLY ANCHOR THE BLANKETS. O
REMOVED IMMEDIATELY.
STAB/L/ZED CONSTRUCT/ON ENTRANCE/EXIT 1/1//TH CA TILE GRA TE EROSIONAL CONTROL BLANKET DETAIL RIP RAP APRON OUTLET CHANNEL ROCK CHECK DAM DETAIL ca :5
NTS NTS NTS
NTS < L
O Z
Lu
1 u.j
>/>. L9
Q
Q
Z r
w z
12"M O O
SLOPE FLOW
2:1 MAX
NATURAL _ ..`.?,
18"MIN. > U
GROUND--z,, _,:�5` � _�'-;:.�, �`�: :i-..t.,.1
WHERE LONG SLOPE(EXCEEDING 10') OR FILL
SILT FENCE REQUIRED HERE OR CUT - 11 1- „ '_ " TOP OF FENCE = J
SLOPES OMPACTED 1 O 3 O MIN. 1 0 Z o Q
FILL DESIGN O
MAY BE USED IN CONJUNCTION SETTLED TOP OVERFILL 6" FCOw V) Z LLJ
WITH PERMANENT STRUCTURE --To
OE OF EMBANKMENT BERM „_ 3' FOR SETTLEMENT \ /
-. 1 MIN. SS01M i SILT FENCE W
FLOW EAR FNTp1T \` ■ CL O
.. 2:1 SIDE Ty ■ Q
a SLOPE / BERM 'PE M ■
m
NATURAL / 1 O a n 4 a c 1 O t
-
3011
5 FILL MAX. �! Ll
/ J
GROUND v I \ ■
OR FILL 1 n aJ>/ H o a 1 a FILTER FABRIC T IN. ■ O
3"-6" OR C SLOPES 18"MIN. n n a a I NATURAL GROUND 1` L
STONE r
RIP-RAP a a n a I n a a a STONE SECTION PERSPECTIVE VIEW O
LL
O z U
✓/\//\//\//\//\//\//\// /\//\//\//\ //\//\// T-14"CLASS B
DITCH \\/\\/\\/\\/\\/\\/\\/ /\\/\\/\\/\\/ /\\/\\/\\/\\/\\/ /\\/\\ \\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/� �L EROSION CONTROL V
1I2 3/4"AGGREGATE �6.31 1'FREEBOARD Z
314"WASHED FLOW N.C.DOT#5 O o
`
O
RIP-RAP
8"DIA. 4'MIN. `L� 2'7 5'MAX. Q - J (n
A AASHTO#57 STONE 1800 CU.FTJACRE
ELEVATION - UP-SLOPE FACE FACE ON UPSTREAM SIDE MAXIMUM LEVEL OF SEDIMENT 1.5' IN. I T O z o
COMPACTED FILL {. :,.,•`.r i it
_ COLLECTED(CLEAN BASIN OUT
NATURAL WHEN THIS LEVEL REACHED CLEAN OUT STAKE
- ,X _ 18"MIN. FILTER FABRIC ( LL
GROUND
� R cuT ` I
L . w
<O PLAN OR FILL CROSS SECTION
O
SLOPES UT SLOPE
"MIN.THICKNESS GENERAL NOTES
n AASHTO#57 STONE 1. AREA UNDER EMBANKMENT TO BE CLEANED,GRUBBED AND STRIPPED OF ANY
BERM/DITCH 1 n 1 FACE ON UPSTREAM SIDE VEGETAION AND ROOT MAT.
1(MAX) n 1(MAX) 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER
3"-6"STONE RIP-RAP NOTES: WOODNEGETATION AS WELL AS OVER-SIZED STONES,ROCKS,ORGANIC
FLOWMATERIAL
PIPE/RISER 3/4"WASHED STONE n COMPACTED RIN NOT GREATER THAN 9"f MATERIAL.
TRAVERSING WITH
SHALL BE
- STONE TO TOTALLY n EQUIPMENT.
T&A,
ENCLOSE PIPE ENTRANCE �ry 1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.2:1 MAX.SIDE SLOPE. IF SLOPE EXCEEDS 2o ,
PROVIDE CHANNEL LINER PER DETAIL,TRY NOT TO EXCEED 5%(HIGH RUNOFF VELOCITIES RESULT). 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT ORIGINAL MEDIAN 8"DIA
IMAXIMUM DRAINAGE AREA IS 5.00 ACRES WITHOUT SUPPORTING CALCULATIONS FOR PERMANENT DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN
CHANNEL. DIVERSIONS AT THE TOPS OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN(SEE v RIP-RAP DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD.
2r FLOW Z DETAILS). THE BERM/DITCH IS THE MOST COMMONLY USED DIVERSION. 4. REMOVED SEDIMENT SHALL BE PLACED IN A DESIGNATED DISPOSAL AREA AND
SECTION A-A PROTECTED AGAINST EROSION.
m 2. MACHINE COMPACTING OF ALL FILL IS REQUIRED. 5. THE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN
_ 3. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT-LADENNOTES:STORMWATER INTO SEDIMENT CONTROL 6. STONES SHALL BE MACHINE PLACED AND SHOULD BE HARD,ANGULAR AND
DEVICE MUST BE INSTALLED PRIOR TO CLEARING AND GRUBBING OF AREA(OR IN CONJUNCTION WITH THIS 1. SEDIMENT TO BE REMOVED WHEN ACCUMULATIONS REACH 25%CAPACITY. WEATHER RESISTANT.
F S
OPERATION SEDIMENT CONTROLS AND DIVERSIONS ARE INSTALLED AT EACH CRITICAL POINT A
- - - - - - - - I 7 EMERGENCY SPILLWAY SHALL BE DIRECTED TO NATURAL STABLE AREAS Z
INDICATED). 2. WASHED STONE(#57)TO BE REMOVED AND REPLACED ONCE IT BECOMES O
I II-II II-I - CLOGGED WITH SEDIMENT. 8. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. N
4. DIVERSIONS SHOULD BE LOCATED AS SHOWN ON THE PLANS AND TO MINIMIZE DAMAGES BY
SECTION CONSTRUCTION OPERATIONS. 9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON I;
COMPLETION OF CONSTRUCTION OF THE BASIN.
5. DIVERSIONS SHOULD BE SEEDED AND LINED WITH STRAW MAT IF THEY ARE TO REMAIN IN PLACE OVER 14 10.TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH
DAYS. REPAIRS MADE AS NECESSARY.
6. CHECK DIVERSIONS AFTER EACH RAIN,AND ONCE PER SEVEN CALENDAR DAYS OR MORE FREQUENTLY IF ROCK OUTLET DETAIL SEDIMENT TRAP DETAIL
REQUIRED BY REGULATORY AGENCY. REPAIR AS NEEDED TO MAINTAIN FUNCTION. o m ,n
P/PE/R/SER INLET PROTECT/ON NTS NTS _-z� CD
NTS TEMPOAR YDI VERSION BERM/DI TCH �� --Ln � Ln
NTS wpm p�lk
czC°�mucn
�zr_LUzLu z� 1
w 0?:muz
�N�LuuQ0Lil

CONNECTED TO RISER 8'MIN
TOP OF DAM ANTI-VORTEX PLATE
8'MAX.WITH WIRE 10'MAX. _
(6'MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE) pp
DESIGN HIGH-WATER V FREEBOARD N
#7 GAGE TENSION WIRE SPILLWAY CREST _ _ _ _ _ _ N
111-III III-III, III=III III-1
r5'STEEL POST "=1 I= V
MIDDLE AND VERTICAL WIRES SHALL BE CHAIN LINK FENCE SUPPORT POST 1'MIN FAIRCLOTH TRASH RACK - I- III-1 0 Z .o
14 GAUGE MIN.6"SPACING (2"WOVEN MESH FABRIC) USE 2-112"DIA.GALVANIZED OR 4' SKIMMER _
21111i1111111- 2 1 M
ALUMINUM POSTS RISER CREST
ITSEDIMENT CLEAN 1 11-III=1 O cV
ABRIC FENCE OUT ELEV. RISER =III=III RIP-RAP APRO
m
3' i-III-I 1= ANTI-SEEP COLLARS
TOP AND BOTTOM STRAND I TST-2:4.0'x 4.0'
SHALL BE 10 GAUGE MIN. EXISTING 3 ^ r
GROUND SURFAC �I 2' DISCHARGE PIPE(BARREL) 0
L U
BOTTOM OF BASIN N IV W
«so00
WIREJ FILTER, SEE NOTE#4 1' Min a J 1 ( rn i C
:f¢, x:< CUT-0FF TRENCH et C
#' 2'MIN.DEEP
cn Z
SLOPE LENGTH CHART SLOPE LENGTH CHART CLEAN OUT CONC.ANCHOR —►I
2'MIN. a N
REFERENCE SLOPE SLOPE LENGTH(FT)` MAXIMUM AREA(FT-2) SLOPE MAXIMUM SLOPE LENGTH(FT)` STAKE
SECTION 02020OF I SECTION A-A THROUGH EMBANKMENT —
LOWE'S DIVISION <2% 100 10,000 <2% 1,000 NOTE:
STANDARD SITE SPECIFICATIONS AND 2 TO 51/o 75 7,500 POST #7 GAGE TENSION WIRE 5% 500 REMOVPBLE TRASH RACK IS OPTIONAL
PROJECT SPECIAL PROVISIONS 5 TO 10% 50 5000 SEE NOTE#4 CHAIN LINK FENCE SUPPORT POST FOR EASE INMAINTENAHCE.
FILTER FABRIC . 10% 300 EMERGENCY SPILLWAY IN
10 TO 20% 25 2,500 20% 200
NATURAL Y�l
POST COMPACTED FILL >20% 15 1,500 30% 100 GROUND ^'y
'MAXIMUM LENGTH OF SLOPE BEHIND FENCE FABRIC FENCE ° 75 - - - - - - _ CORPORATE
40% =1 11=I I I=I I I=I I I=I
_ 50% 50 CONTROL INFLOW -III=III-III= SEA E
_ TOE ANCHOR TRENCH I= -
-11 I -III I COMPACTED FILL VELOCITY WITH
'MAXIMUM LENGTH OF SLOPE BEHIND FENCE CHANNEL LINER OR
-8" - -
II-II I-I I I I-II I II I I-II I I I SEE NOTE#4 TEMP.SLOPE DRAIN BAFFLE O '••
•' '���
ABRIC FENCE _ _ _ �ri� Lr
6"MIN. \-FI II -II II-II -II II II II I- I RIP RAP APRON ��ir�k �O \
EPTH - _ wY - - rrrrr C A ����
__ I II-II I-II � I II-II � I I I 8" �.•,. � I I II-II � II � II I- �ll�lll�l>>�
ABRIC FENCE I-II = -0"DEPT IN.
6"MIN. EXTENSION OF FABRIC AND JOINING FENCE SECTIONS - -4^ POST T
_ FAIRCLOTH SKIMMER
WIRE INTO TRENCH - -I II- II-II II SEE DETAIL SC-25 LEI I \���`�� CAR�rrrii,.
NOTES: TEMP.DIVERSION 1=
- I i I i - = III III :��`�4•bF ss i°;1;9� /''�
JOINING FENCE SECTIONS INFLOW
1. WWM MINIMUM 32"WIDTH WITH A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING. NOTES: 35% 25% 25% WIDTH =11 _ EAL
AREA AREA AREA OUTFLOW
2. FILTER FABRIC SHALL BE 36"WIDE AND SHALL BE FASTENED ADEQUATELY TO THE WIRE. 1. FILTER FABRIC FENCE MUST BE INSTALLED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER MUST BE
EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO MAIN BARRIER ALIGNMENT. 15%
3. STEEL POST SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. A AREA = A r RQ"��`
4. SUPPORT POSTS SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE SEDIMENT FENCE 2. SEDIMENT MUST BE REMOVED WHEN ACCUMULATION REACHES 25%ABOVE GROUND HEIGHT OF THE FENCE. rrrrW.�B�����
(DOWNSTREAM FROM EXPECTED FLOWS) 3. NO.7 GA.TENSION WIRE INSTALLED HORIZONTALLY AT TOP AND BOTTOM OF CHAIN-LINK FENCE. =III 1
IIIII�
5. ACCUMULATED SEDIMENT SHALL REMOVED WHEN 25%THE HEIGHT OF FENCE. =I
4. CHAIN LINK TO POST FASTENERS SPACED @ 14"MAX.USE NO.6 GA.ALUMINUM WIRE OR NO.9 GALVANIZED STEEL
MIN.12"BARREL
PRE-FORMED CLIPS. CHAIN LINK TO TENSION WIRE FASTENERS SPACED @ 60"MAX. USE NO 10 GA.GALVANIZED -I I- W
6. MAXIMUM DRAINAGE AREA 10,000 SF PER 100'OF FENCE. STEEL WIRE. FABRIC TO CHAIN FASTENERS SPACED @ 24"MAX.C TO C.
7. MAXIMUM LENGTH UPSLOPE FROM FENCE PER CHART 5. POSTS FOR THE FENCE SHALL BE PLACED ON THE DOWNHILL SIDE OF THE FENCE(DOWNSTREAM OF EXPECTED =I =
FLOWS)
=1 I I-1 I I-1 I I-1 11=1I 1=1I I-1 11=1 I=
LENGTH=MIN.2 TIMES WIDTH O
TOP VIEW O z
ETAIL- SUPER F/L TER FABRIC FENCE DETAIL o0
SEDIMENT FENCE D
NTS
NTS SKIMMER SEDIMENT BASIN W/TH RISER a Z
NTS
O w
1 Lru
V
� a
MAXIMUM LEVEL OF SEDIMENT COLLECTED Q a
(CLEAN BASIN OUT WHEN THIS LEVEL
REACHED) EMERGENCY SPILLWAY-_\\
5'MIN 1.0'FREEBOARD:MIN.)
FAIRCLOTH SKIMME
SETTLED DAM II I -
9'-14"CLASS B W z
2 YR.24 HR STORM DESIGN HIGH-WATER FLOW 1 FT.LAYER OF I—III—_III=
VOLUME(OR PER LOCAL REQ.)
SPILLWAY 112"-3l4" NGC.DOT#5 EROSION CONTROL I -III-III- O O
�� �I 5'MIN. _ _
( ) V FREEBOARD III III
-III I
II III=III-III;III=III-III=III- Z �{ 3' f- a
_I �1- " I I-III-III-III- � u (/,
EMBANKMENT STABILIZED I—III—I I I-I I I_I = J
4'MIN. I -III- ARM ASSEMBLY
I Ili-
-i 1800 CU.FT./ACRE O
3:1 MAX I- I I- WITH VEGETATION
CONTROL 3'MIN. �- =III= 2.5:1 SLOPE MAX. "C"ENCLOSURE 3 7 P PIPE AND FES
11-� I�1= � 5'MAX.
INFLOW "-III-� _
VELOCITY 1.5' MAXIMUM LEVEL OF SEDIMENT j RC I- O
PVC ORIFICE COLLECTED(CLEAN BASIN OUT a O z W
-III-III=III-III-III�I1=1n-1- _ _ WHEN THIS LEVEL REACHED Q O O
1=1I1=1II9 �II1=1IInI1=1'' =1 1=I =I =I11=1 1=1 W
CLEAN OUT STAKE -111=1 I I���1 1=11IEI I I. -III-III-I 1=1 I I- I"-
CLEAN OUT STAKE FILTER FABRIC
�_ Z � J
/RIP RAP APRON ATER ENTRY CROSS SECTION � Q O O
L AT OUTLET UNIT
PERSPECTIVE VIEW
cc
Q W (-
SECTION A-A THROUGH EMBANKMENT ~ ~ z
NOTE: INLET PROTECTION 1- Zz O
EMERGENCY SPILLWAY ( �
BAFFLES MAY BE CONSTRUCTED OF: IN NATURAL GROUND NTS0 Z V
1)701 COIR EROSION BLANKET
2)COIR MESH, O
3)DOUBLE TREE PROTECTION MESH OR PVC ELBOW PVC VENT PIPE
4)SILT FENCE W/WIRE FENCE SLITTING PVC END CAP SCHEDULE 40 O U O
FABRIC IN ALTERNATING SQUARES PVC PIPE >
=1��-
z O
BAFFLES 11 I
WATER SURFACE V( � loC
W cn W
CONTROL INFLOW 8&
VELOCITY WITH
VC END CAP
CHANNEL LINER OR
TEMP.SLOPE DRAIN SCHEDULE 40
III- PVC PIPE DEPTH OF EMERGENCY SPILLWAY VARIES
PVC PIPE
1 I I I I I"HOLES IN
A FAIRCLOTH SKIMMER III A PVC TEE UNDERSIDE ORIFICE PLATE
III 11 PVC TEE
TEMP.DIVERSION,
TOP OF BERM LENGTH OF EMERGENCY SPILLWAY VARIES
INFLOW AREA
AREA
25% WIDTH FLEXIBLE HOSE \//\//\//\
' AREA AREA AREA I�= UTFLOW � c
IIIIIII
15% = I e \\\j\\\/\ MIN.2.0'CLASS I RIP
AREA I I RIP RAP APRON
II-1 BOTTOM SURFACE
/ 2.0'MIN DEPTH
\\�/\\�///
III \/\/\/\
=1 IITII 1 END VIEW, FRONT l//EIN EMERGENCY\jam\
SPILLWAY
\ \ \ \ o \ \ \ \
O
1=111111- \/\ \\ \/\\/\\/\\/\\/\\/\ \\ \\// w/\/ \/\/\/\/\ \/\/
// /
LENGTH=M IN.2 TIMES WIDTH
Ln
TOP VIEW FAIR CL 0 TH SKIMMER DE TAIL / FILTER FABRIC
0
N
NTS N� >� o
ct O
� cn
Domm0�
SKIMMER SEDIMENT BASIN EMERGENCY SPILL WA YDETAIL Cw z>° L_Zuj u
NTS Qw =UQ0 LLI
m
NTS ODInUOvUid

SEEDING SPECIFICATION
GENERAL EROSION AND SEDIMENT CONTROL NOTES PHASE IA CONSTRUCTION SEQUENCE
SEEDING CAN BE USED FOR TEMPORARY OR PERMANENT STABILIZATION. DISTURBED AREAS OF THE SITE WHERE `~0
CONSTRUCTION ACTIVTY HAS CEASED FOR MORE THAN 14 DAYS(OR MORE FREQUENT IF REQUIRED BY THE STATE A.COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE I EROSION CONTROL co
NPDES PERMIT)SHALL BE TEMPORARARILY SEEDED AND WATERED. AREAS WHERE FINAL GRADING HAS BEEN I. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT. MEASURES NOT REQUIRED IN PHASE IA.
COMPLETED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY OR PERMANENTLY SEEDED. TEMPORARY SEED 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE SEDIMENT AND B. AN ON-SITE PRE-CONSTRUCTION MEETING SHALL BE HELD BY THE OWNER,ENGINEER,NCDENR EROSION CONTROL U
MIXTURES ARE SPECIFIED BELOW, PERMANENT SEED MIXTURES SHALL BE SEEDED DURING SEASON SPECIFIED. 25 POLLUTION CONTROL ACT AND IS SUBJECT TO A FINE.NOTE THAT DENUDED LIMITS DEPICTED ARE APPROXIMATE.
1 INSPECTOR AND CONTRACTOR PRIOR TO STARTING PHASE 2 EROSION CONTROL Z `'o
ZONE APRON CLASS SIZE LENGTH MINIMUM CLEARING LIMITS SHALL BE STAKED IN FIELD.LIMITS SHALL BE CALCULATED AND FIELD STAKED BASED ON MINIMUM C. PRIOR TO ANY CLEARING OR CONSTRUCTION OF EROSION CONTROL DEVICES,CONTRACTOR SHALL STAKE ai N
MATERIAL OF OF OF THICKNESS CONSTRUCTION REQUIREMENTS IN AN EFFORT TO MINIMIZE DENUDED AREAS. CLEARING LIMITS AND PROVIDE TREE PROTECTION FENCE AROUND ALL TREES,STRUCTURES,AND WETLANDS THAT 'L' "'
PERMANENT SEEDING SPECIFICATIONS- 7 STONE STONE APRON" OF STONE
3. GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE SEDIMENT ARE TO BE MAINTAINED AND PROTECTED. ALL BUFFERS ARE TO BE CLEARLY DELINEATED IN THE FIELD,TO BE e M
ed
AND POLLUTION CONTROL ACT AND IS SUBJECT TO A FINE. PROTECTED BY TREE PROTECTION FENCE. CLEARLY MARK DISTURBANCE LIMIT OF WETLAND AT SOUTHERNMOST s M
LOW MAINTENANCE AREAS 20 1 STONE FINE 3" 4 X Do 9" 4. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO EDGE AND KEEP MARKED UNTIL CONSTRUCTION HAS ENDED. U
p COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.2 STONE LIGHT 4j ^ E
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS c� HT 6" 6 X Do 12" D. INSTALL PHASE IA PERIMETER SILT FENCES CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES IN THE
W 5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. LL
DATES TYPE RATE 3 STONE MEDIUM 13" 8 x Do 18" 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.CUT AND FILL SLOPES GREATER THAN 5'AND ON SLOPES GREATER LOCATION SHOWN ON THE APPROVED PLAN SHEETS. L
E.STABILIZE ALL SLOPE AND DIVERSION DITCHES WITH SPECIFIED EROSION CONTROL MATTING AND SEEDING in vt to
AUG.25-SEPT. 15 TALL FESCUE 00
100 LB/ACRE THAN 3:1 REQUIRE EROSION CONTROL MATTING,S75 OR EQUIVALENT UNLESS OTHERWISE STATED, ACCORDINGLY. E M
W 4 STONE HEAVY 23" 8 X Do 30"
30 LB/ACRE � 7. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON SITE.CONTRACTOR SHALL TAKESKIMMER.
FEB. 15-MAR.21 SERICEA LESPEDEZA ti 15 F. INSTALL SEDIMENT BASIN#3,RISER,OUTLET PIPE,SILT FENCE BAFFLES,RIPRAP APRON AND t p o
10 LB/ACRE W 5 STONE HEAVY 23" 10 X Do 30 PROCEDURES AS NECESSARY TO PREVENT EROSION AND SEDIMENT TRANSPORT DURING CONSTRUCTION. G.CALL FOR ON-SITE INSPECTION BY NCDENR INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT
KOBE LESPEDEZA 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES,IF NECESSARY,SHALL BE IMPLEMENTED AS REQUSTED BY (� ^� 1*
� s STONE HEAVY 23" 12 x Do 30'• AND CLEARING AND GRUBBING MAY BEGIN. ��t--
z THE NCDENER INSPECTOR OR ENGINEER. H.BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE Z O Z
GENTLE SLOPES,AVERAGE SOILS REQUIRES LARGER STONE OR ANOTHER TYPE OF 9. ALL RUNOFF LEAVING THE SITE SHALL BE ROUTED THROUGH SEDIMENT CONTROL DEVICES PRIORTO DISCHARGE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 rn U
OFFSITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS REQUIREMENT ONSITE DURING ALL PHASES
p p 7 DEVICE. DESIGN IS BEYOND THE SCOPE of THIS DAYS AFTER CLEARING AND GRUBBING. FILL EXISTING WETLAND AREA IN DESIGNATED AREAS ONLY. cV > �
DATES TYPE RATE v PROCEDURE OF CONSTRUCTION. 1. COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE IA EROSION CONTROL
AUG.25-SEPT. 15 TALL FESCUE 80 LB/ACRE Q) 10. PROVISIONS TO PREVENT EROSION OF SOIL FROM THE SITE SHALL CONFORM TO LOCAL CITY AND STATE MEASURES NOT REQUIRED IN PHASE 2. -
FEB. 15-MAR.21 SERICEA LESPEDEZA 20 LB/ACRE , WIDTH = DIAMETER + 0.4 (LENGTH) : 6'MINIMUM REQUIREMENTS. J
CONTRACTOR TO CHECK WITH OWNER AND ENGINEER TO DETERMINE IF SITE IS TO BE PERMANENTLY SEEDED OR
KOBE LESPEDEZA 10 LB/ACRE 11. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN TEMPORARILY SEEDED PENDING START DATE OF PHASE 2 EROSION CONTROL
+LENGTH TO PREVENT SCOUR HOLE, MIN LENGTH 10' ESTABLISHED. THE CONTRACTOR MUST CLEAN ALL SEDIMENT TRAPS AS REQUIRED. K.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
HIGH MAINTENANCE AREAS 5 12. FAILURE TO INSTALL,OPERATE AND MAINTAIN ALL EROSION CONTROL MEASURES,AS SHOWN ON THE APPROVED �`��ESIGN
3.68 PLANS OR AS DIRECTED BY THE OWNERIPROJECT REPRESENTATIVE AND/OR LOCAL CITY AND STATE MAY RESULT IN STRUCTURES. ��
GENTLE SLOPES,SOILS WITH AVERAGE OR BETTER MOISTURE,COOL SITES ALL WORK ON THE CONSTRUCTION SITE BEING STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE BEEN MET,
NAME WEIGHT SIZE SPECIFICATIONS AS REQUIRED AND/OR DIRECTED. y
DATES TYPE RATE (LBS) 13. THE CONTRACTOR MUST GRADE THE SEDIMENT BASINS,AS SHOWN ON THE PLANS. THE CONTRACTOR MUST PHASE 2 CONSTRUCTION SEQUENCE CORPORATE
AUG.25-SEPT, 15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE 0 REMOVE SILT AND DEBRIS FROM THE SEDIMENT BASINS AND SILT FENCES WHEN BASINS ARE 25%FILLED WITH SILT. _ SEAL
TALL FESCUES(90%)AND 0 2 5 10 15 20 25 RIP-RAP AFTER ALL GRADING HAS BEEN COMPLETED,THE CONTRACTOR SHALL REGRADE THE BASINS TO THE GRADING - .__) E A L ,
LBS SHALL WEIGH AT LEAST 100 A.COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE IA EROSION CONTROL
TWO OR MORE KENTUCKY LBS EACH. NO MORE THAN 10% LIMITS AND STABILIZE ALL DISTURBED AREAS WITH GRASSING. ;�'•, 'ti'`�';
o DIAMETER OF PIPE IN FEET CLASS 1 5 - 20o SHALL WEIGH LESS THAN 15 LBS 14. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY MEASURES NOT REQUIRED IN PHASE 2. Q
BLUEGRASS VARIETIES(10%) EACH.
GOVERNING AUTHORITIES. B. AN ON-SITE PRE-CONSTRUCTION MEETING SHALL BE HELD BY THE OWNER,ENGINEER,NCDENR EROSION CONTROL
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS 609 SHALL WEIGH AT LEAST 100 '.��?,k••• •,,. �y~`;\
3Do CLASS 2 25 - 250 LBS EACH. MORE THAN 1 15. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN INSPECTOR AND CONTRACTOR PRIOR TO STARTING PHASE 2 EROSION CONTROL
DATES TYPE RATE SHALL WEIGH LESS THAN 50 Les. (SWPPP)DURING CONSTRUCTION OPERATIONS. C. PRIOR TO ANY CLEARING OR CONSTRUCTION OF EROSION CONTROL DEVICES,CONTRACTOR SHALL CHECK ALL
AUG.25-SEPT. 15 BLEND OF 50/o KY-31 TALL 200-250 LB/ACRE EACH.
16. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER SEDIMENT CONTROL MEASURES HAVE BEEN EXISTING EROSION CONTROL DEVICES AND REPAIR AS NECESSARY.
FESCUE AND 50%MIXTURE EROSION CONTROL STONE INSTALLED. D.INSTALL PHASE 2 PERIMETER SILT FENCES,ROCK CHECK DAMS,PERMANENT DIVERSION DITCH,AND TEMPORARY
W = Do + 0.4(Length) 1OZ TOP & BOTTOM SIZES. 17. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. DIVERSION DITCHES CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES IN THE LOCATION SHOWN ON \\tt`irr
OF TWO OR MORE TURF TYPE CLASS A 2" - 6" NO GRADA77ON SPECIFIED. /
OUTLET 6' Minimum 18. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS,THE SITE SHALL BE SEEDED AS SPECIFIED. THE APPROVED PLAN SHEETS. ��� G'
TALL FESCUES PIPE CLASS B 15 - 300 NO GRADA77oN SPECIFIED. 19. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN(7)CALENDAR E.STABILIZE ALL SLOPE AND DIVERSION DITCHES WITH SPECIFIED EROSION CONTROL MATTING AND SEEDING O
DIAMETER (Do)
GRASS-LINED CHANNELS,AVERAGE SOILS DAYS AND WITHIN 24 HOURS OF 0.5 INCHES RAINFALL OR GREATER DURING A 24-HOUR PERIOD OR MORE ACCORDINGLY. Q� ONq
LO FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT.ALL MAINTENANCE REQUIRED BY INSPECTION F.INSTALL SEDIMENT BASINS,SILT FENCE BAFFLES AND SKIMMER,WHILE CONSTRUCTING POND I AND 2 DAMS DURING ,
DATES TYPE RATE SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT. SEDIMENT BASIN CONSTRUCTION. CONSTRUCT POND RISER STRUCTURES(TO EROSION CONTROL HEIGHT)AND
AUG.25-OCT. TALL FESCUE 200 LB/ACRE OR 20. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY OUTLET PIPES TO BE USED AS EROSION CONTROL DEVICES DURING CONSTRUCTION. _ SEAL
4-5 LB/1000 SF STRUCTURE O-FLOW DIAMETER OF OUTLET DEPTH ZONE APRON APRON APRON STONE REMARKS PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE G.CALL FOR ON-SITE INSPECTION BY NCDENR INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT :�\
(CFS) PIPE VELOCITY OF FLOW LENGTH WIDTH THICKNESS CLASS 21. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. AND CLEARING AND GRUBBING MAY BEGIN. POND DAMS WILL ALSO NEED TO BE INSPECTED AND APPROVED BY
GRASS-LINED CHANNELS, DRY SOILS (IN.) (FPS) (FT.) (FT) (FT.) (IN.) 22. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT NCDENR PRIOR TO ISSUING GRADING PERMIT.
SOIL STABILIZATION. H.BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE �,
DATES TYPE RATE Pond#1 FES 48.24 cis 36" 15.36 fps 1.87 ft ZONE 3 24 ft 12.6 ft 18 in 2 Class 2 RipRap EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 W $ ��`� olv
APRIL 15-JUNE 30 ANNUAL RYE PLANTED 40-80 LB/ACRE OR Stone w/Grout
DAYS AFTER CLEARING AND GRUBBING. �pe
WITH PERMANANT SEEDING 1 -2 LB/1000 SF Pond#2 FES 101.01 cis 42" 18.38 fps 3.27 ft ZONE 6 42 ft 20.30 ft 30 in 2 Class 2 RipRop I. COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 2 EROSION CONTROL (�
OF FESCUES IN FALL Stone w/Grout MEASURES NOT REQUIRED IN PHASE 3. _
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND J. CONTRACTOR TO CHECK WITH OWNER AND ENGINEER TO DETERMINE IF SITE IS TO BE PERMANENTLY SEEDED OR
TEMPORARILY SEEDED PENDING START DATE OF PHASE 3 EROSION CONTROL
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. DRY SOIL, W
GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND AGRICULTURAL K.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
EC BASIN>p'S FES 112 cis 54" 7.58 fps 394 ft ZONE 3 36 ft 16.9D ft 16 ;n B Mass B RipRap PHASE I CONSTRUCTION SEQUENCE STRUCTURES.
LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER.MULCH SHALL BE APPLIED AT THE
RATE OF 4000 LB/ACRE OF STRAW.STRAW SHALL BE ANCHORED BY TACKING WITH
MULCH ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS EC BASN f/3 FES 54 cis 36" 813 fps 270 ft ZONE 2 24 ft 1260 ft 12 in B Class B RipRap
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. A. OBTAINING GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NCDENR DEPARTMENT. PHASE 3 AND 3A CONSTRUCTION SEQUENCE
B. AN ON-SITE PRE-CONSTRUCTION MEETING SHALL BE HELD BY THE OWNER,ENGINEER,NCDENR EROSION CONTROL O
TEMPORARY SEEDING SPECIFICATIONS-O {•L INSPECTOR AND CONTRACTOR PRIOR TO LAND DISTURBING ACTIVITIES. A.COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 2 EROSION CONTROL
C. PRIOR TO ANY CLEARING OR CONSTRUCTION OF EROSION CONTROL DEVICES,CONTRACTOR SHALL STAKE MEASURES NOT REQUIRED IN PHASE 3. �/
DATES TYPE RATE AMENDMENTS CLEARING LIMITS AND PROVIDE TREE PROTECTION FENCE AROUND ALL TREES,STRUCTURES,AND WETLANDS THAT B. AN ON-SITE PRE-CONSTRUCTION MEETING SHALL BE HELD BY THE OWNER,ENGINEER,NCDENR EROSION CONTROL O V)
JAN. 1 -MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND ARE TO BE MAINTAINED AND PROTECTED. ALL BUFFERS ARE TO BE CLEARLY DELINEATED IN THE FIELD,TO BE
NE PROTECTED BY TREE PROTECTION FENCE. INSPECTOR AND CONTRACTOR PRIOR TO STARTING PHASE 3 EROSION CONTROL z
AND AGRICULTURAL ACRE
FEB. 15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE TU TU RAL LIME-E-1STO TO C. PRIOR TO ANY GRADING,CONTRACTOR SHALL ENSURE THAT GRADING LIMITS ARE STAKED,TREE PROTECTION ^/1
OR LOBE 750 10 D. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT AT LOCATIONS SHOWN. FENCE AROUND ALL TREES IS PROVIDED,AND WETLANDS THAT ARE TO BE MAINTAINED AND PROTECTED ARE
FERTILIZER SOURCE. BANK& CHANNEL LINING PROCEDURES, E. INSTALL PERIMETER SILT FENCES,TREE PROTECTION,ROCK OUTLET PROTECTION,CLEARING ONLY AS NECESSARY TO MARKED. ALL BUFFERS ARE TO BE CLEARLY DELINEATED IN THE FIELD,TO BE PROTECTED BY TREE PROTECTION
NEW YORK DEPARTMENT OF TRA NSPOR TA 77ON, INSTALL THESE DEVICES IN THE LOCATION SHOWN ON THE APPROVED PLAN SHEETS. FENCE.
DIVISION OF DESIGN AND CONSTRUCTION, 1971. F. STABILIZE ALL SLOPES WITH SPECIFIED EROSION CONTROL MATTING AND SEEDING ACCORDINGLY. D. INSPECT PERIMETER SILT FENCES,ROCK CHECK DAMS,AND TEMPORARY DIVERSION DITCHES THAT WERE INSTALLED
DATES TYPE RATE AMENDMENTS Z
2000 LB/ACRE GROUND G. INSTALL ROCK INLET PROTECTION AT CULVERT UNDER ONSITE DRIVEWAY TO TREAT WATER RUNOFF COMING DURING PHASE 2 AND REPLACE OR REPAIR ANY DAMAGED EROSION CONTROL DEVICES AS DEEMED NECESSARY BY
MAY 1 -AUG. 15 GERMAN MILLET 40 LB/ACRE FROM SWALE AND BERM CONSTRUCTION. NCDENR INSPECTOR.
AGRICULTURAL LIME-STONE Date:AUGUST 2009 H. CALL FOR ON-SITE INSPECTION BY NCDENR INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT E. INSTALL ANY OTHER EROSION CONTROL DEVICES DEEMED NECESSARY BY NCDENR INSPECTOR
AND 760 LB/ACRE OF 10-10-10 CHARLOTTE PIPE AND FOUNDRY GRUBBING MAY BEGIN. O W 0
FERTILIZER Scale:NTS AND CLEARING AND GRUBB F.INSPECT SEDIMENT BASINS,SILT FENCE BAFFLES AND SKIMMER. MUCK OUT BOTTOM OF BASIN$TO ENSURE SKIMMER I$
Project#:1009025 I. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE �EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE WORKING PROPERLY. W
133 NGWh Sv Charb NC=1 G.CALL FOR ON-SITE INSPECTION BY NCDENR INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT 11
DATES TYPE RATE AMENDMENTS Sheet#: V:ra.333.0325 F.704.3M246 WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. V
.ra,aca�. AND MASS GRADING MAY BEGIN.
(GRAIN) K. CONSTRUCT SWALE AT SOUTH SIDE
AUG. 15-DEC.30 RYE GRAIN 120 LB/ACRE 2000 LB/ACRE GROUND I Of I RipRap Design Chart J. INSTALL ROCK INLET PROTECTION E SOUTH END OF BOX CULVERT
SITE.T LOCATION H.BEGIN MASS GRADING OPERATIONS AND SHALL ONLY BE DONE IN AREAS WHERE EARTHWORK WILL BE PERFORMED.
AGRICULTURAL LIME-STONE . . 1.i�
GRADE AROUND SEDIMENT BASIN#3 TO ALLOW BASIN TO REMAIN FUNCTIONAL
AND 1000 LB/ACRE OF 10-10-10 L. INSTALL 8'x8'BOX CULVERT STARTING DOWNSTREAM,ENDWALL AND HEADWALL WHILE CONTINUOUSLY I. ONCE ALL GRADES HAVE BEEN BROUGHT UP AROUND SITE AND BASIN#3 IS NO LONGER DEEMED NECESSARY BY THE
CHECKING TO MAKE SURE STORMWATER RUNOFF IS NOT ENTERING BOX CULVERT. Q �
FERTILIZER EROSION CONTROL INSPECTOR,BASIN MAY BE FILLED AND SITE MAY BE FULLY STABILIZED. U
M. CONSTRUCT SWALE AND BERM NORTH OF PROPOSED BYPASS BOX CULVERT. DURING BERM AND SWALE J. COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 3 EROSION CONTROL Z J
CONSTRUCTION LEAVE EXISTING SWALE OPERATIONAL TO AVOID HAVING STORMWATER RUNOFF ENTER BOX MEASURES. L Q Q
MULCH SEEDED AREA WITH 2 TONS PER ACRE(ONE TON PER ACRE IF LOCAL ANNUAL RAINFALL IS LESS THAN 10") CULVERT WHILE UNDER CONSTRUCTION. W Z
CLEAN GRAIN STRAW. ANCHOR STRAW WITH HYDRAULIC WOOD FIBER MULCH AT THE RATE OF 1000 LBS PER ACRE, N. UPON COMPLETION OF BOX CULVERT CONSTRUCTION,FINISH BERM CONSTRUCTION TO ALLOW STORMWATER K. CONTRACTOR TO CHECK WITH OWNER AND ENGINEER RY DETERMINE IF SITE IS TO BE PERMANENTLY SEEDED OR
OR 150-200 POUNDS OF ORGANIC MULCH TACKIFIER PER ACRE,OR USE NETTING. RUNOFF TO PASS THROUGH BOX CULVERT. LINE NORTH AND SOUTH SWALES WITH CLASS 2 RIPRAP. TEMPORARILY SEEDED PENDING START DATE NT FOUNDRY SITE CONSTRUCTION.
O. COORDINATE WITH NCDENR EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE I EROSION CONTROL L.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND O STRUCTURES. 0
MEASURES NOT REQUIRED IN PHASE IA. 7
SEED BED PREPARATION (PERMANENT SEEDING) P. CONTRACTOR TO CHECK WITH OWNER AND ENGINEER TO DETERMINE IF SITE IS TO BE PERMANENTLY SEEDED OR LL Q Z
TEMPORARILY SEEDED PENDING START DATE OF PHASE 2 EROSION CONTROL U
SURFACE WATER CONTROL MEASURES SHALL BE IN PLACE. AREA TO BE SEEDED SHALL BE RIPPED AND SPREAD Q. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
STRUCTURES. Z 0
WITH AVAILABLE TOPSOIL. TOTAL SEEDBED PREPARED DEPTH SHOULD BE AT LEAST 4 INCHES. LOOSE ROCKS, � W
ROOTS AND OTHER OBSTRUCTIONS NEED TO BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT
ry-
INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED 0
PREPARATION SHOULD BE AT FINISH GRADE AND BE REASONABLY SMOOTH AND UNIFORM. z
IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHOULD BE ACCORDING TO SEEDING SPECIFICATIONS. IF SOIL W 0 O Z
TEST IS
LIME
TO SOIL TEST REPORT.
ERTILIZER AND LIME SHALL BE
APPLIED TUN UNIFORMLY AND MIXED WITH AKI�N,APPLY FERTILIZER DTHE SOIL DURINGO G SEEDBED PREPARATION.FWEIGHTS,SEED SPECIES AND Z ry J
RATE AS A PERCENTAGE OF PURITY AND GERMINIATION MUST BE CHECKED PRIOR TO SEEDING. 0 O
SEEDING SHALL BE ACCOMPLISHED W TWO DIRECTIONS AND AT RIGHT ANGLES TO EACH OTHER. LAWN AREAS - Sedlment Basin Design Ph 3 W O Q
SHALL BE SEEDED AT THE RATE INDICATED ON THE DRAWINGS BY SOWING EVENLY WITH AN APPROVED Sediment Basin Design Phase 1A � - Phase 0
MECHANICAL CULTI-PACKER SEEDER TO COVER THE SEED AND FORM THE SEEDBED IN ONE OPERATION. IF
BROADCAST SEEDER IS USED THE SEEDING RATE SHALL BE TWO(2)TIMES THE DRILL RATE. IN INACCESSIBLE Project Charlotte Pipe and Foundry- Computed By: X4\NB Date: 9/9/2010 Project Charlotte Pipe and Foundry Computed By: M%VB Date: 9/9/2010 Z - O
AREAS,THE SEED SHALL BE LIGHTLY RAKED WITH FLEXIBLE RAKES AND ROLLED WITH A WATER BALAST ROLLER. Location: Oakboro,NC Checked By: RJK Revised: Location: Oakboro,NC Checked By. RJK Revised: O
AFTER ROLLING SEEDED AREAS ARE TO BE MULCHED ACCORDING TO SPECIFICATION. IF HYDROSEED OPERATION IS O V Z V
USED,SEEDING RATE SHALL BE FIVE(5)TIMES THE DRILL RATE INDICATED ON THE DRAWINGS. Developer: Charlotte Pipe and Foundry- Developer: Charlotte Pipe and Foundry J
IF SEEDING CAN NOT BE ACCOMPLISHED DUE TO SEASONAL CONSTRAINTS,APPLY STRAW MULCH AND TACKIFIER Design Criteria: Settling Efficiency Criteria: Z 0 O
TO ALL SLOPES AND DISTURBED AREAS UNTIL PERMANENT SEEDING IS ALLOWED. IN THE EVENT SEEDING OCCURS Design Criteria: Settling Efficiency Criteria: O
Design Storm 10 yr Design Storm 2 r
- g � y
Design n rm _ r Design Storm 10 cr es Storm _
OUT OF SEASON,MAINTENANCE SHALL OCCUR AND CONTINUE INTO THE FOLLOWING GROWING SEASON OR UNTIL A g g Rational Runoff Coeff. 0.5, Rational Runoff Coeff. 0.5 � (�
UNIFORM STAND OF THE SPECIFIED PERMANENT GRASSES HAVE BEEN ESTABLISHED AND THE SITE HAS REACHED Rational Runoff CoefE 0.5 Rational Runoff Coeff. 0.5 - J O
AFTER EROSION CONTROL Intensity- 7.26 in/hr (Tc=5 min.) Intensity- 3.58 in/hr (Tc=5 min.) T O z
85%STABILIZATION. PERMANENT AND TEMPORARY SEEDING SHALL BE ACCOMPLISHED THROUGHOUT THE Intensity- 7.26 in/hr (Tc=5 min.) Intensity 5.58 in/hr (Tc=5 min.) 1
CONSTRUCTION PROCESS. TOP OF BOX FOR CUT OUTE3.5 WEIR REMOVED Weir Coefficient 1.1
PERMANENT STRUCTURE Weir Coefficient 1.1 ' ` � Q
ELEV.518.50 ELEVATION 515.50 Height Over\Weir 1 ft Height Over Weir 1 ft V
F W cry W
fi y s Bottom Top Surface Side- Weir Head 10-yr Bottom Top Surface Side- Weir Head 10-yr
' 4.5'X 3.5'BOX Basin Drainage Denuded Sediment Basin Area Depth Area Area slope Length Skimmer Orifice On Dewaterng Floc; Basin Drainage Denuded Sediment Basin Area Depth Area Area slope Length Skimmer Orifice On Dewatering Flow
INSPECTION x f \umber _lrea(Acres) Area(Acres) Volume Sq ft ft. Sq ft Required ft. Size Radius Skimmer Time cfs
Number Area(Acres) Area(Acres) Volume Sq ft ft. Sq ft Required ft. Size Radius Skimmer Time cfs
Required Provided Sq ft inches inches ft days Required Provided Sq ft (Inches) (inches (ft) da s
INSPECT SEEDED AREAS FREQUENTLY. IF SEEDED AREAS FAIL TO SB#5 40.13 5.59 72,225 167,539 8,638 5 66,575 63,359 2 18 8.0 7.25 0.500 1.95 145.65 SB#1 8.64 8.64 15,552 122,735 44,228 2.5 53,538 13,643 3 N/A 6.0 5.25 0.417 2.99 31.36
SB#2 44.74 37.89 68,202 401,741 65,-77 3 91,177 70,647 3 N/A 8.0 7.25 0.500 4.68 162.41
GERMINATE,OR TO PROVIDE ADEQUATE GROUND COVERAGE,THE AREA SB#3 19.52 8.55 15,390 85 240 2s,983 2 31,098 30,823 2 28 5.0 4.75 0.333 2.83 70.86
SHALL BE RE-SEEDED UNTIL FINAL STABILIZATION IS ACHIEVED. ALL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT Sediment Basin Design - Phase 2 SB#5 18.12 18.12 32,616 167,539 8,638 5 66,575 28,612 2 60 8.0 7.25 0.500 1.95 65.78
MINIMUM EVERY SEVEN(7)CALENDAR DAYS AND WITHIN 24-HOURS OF A
RAINFALL EVENT OF.5 INCHES AND GREATER OF RAIN DURING A 24-HOUR 7.25" HOLE TO BE KNOCKED OUT ` Project Charlotte Pipe and Foundry Computed By: -Nf\\B Date: 9/9/2010
PERIOD(OR MORE FREQUENTLY IF REQUIRED BY THE STATE NPDES TO ATTACH FAIRCLOTH SKIMMER Location: Oakboro,NC Checked By: RJK Revised: Sediment Basin Design - Phase 3A
GENERAL PERMIT)THROUGHOUT CONSTRUCTION UNTIL FINAL FOR EROSION CONTROL AT
STABILIZATION IS ACHIEVED OR MORE FREQUENTLY IF REQUIRED BY ELEV.513.50 AFTER EROSION CONTROL Developer: Charlotte Pipe and Foundy- Project Computed By: MWB Date: 9/9/2010
Ject Charlotte Pipe P and Foundry
STATE NPDES GENERAL PERMIT. �\, MEASURES ARE REMOVED Location: Oakboro,NC Checked By: RJK Revised:
ORIFICE IS TO BE CONVERTED Design Criteria: Settling Efficiency Criteria:
TO 6"DIAMETER TO BE USED 2
Design Storm 10 yr Design Storm rr Developer: Charlotte Pipe and Foundry-
` ` FOR WATER QUALITY AT Rational Runoff Coeff. 0.5 Rational Runoff Coeff. 0.5
ELEVATION 513.50
Intensity 7?6 n/hr (Tc=5 min.) Intensity 5.58 in/hr (Ic=5 min.) Design Criteria: Settling Efficiency Criteria: Z
Weir Coefficient 1.1 Design Storm 10 yr Design Storm 2 yr
Height Over Weir 1 ft Rational Runoff Coeff. 0.5 Rational Runoff Coeff. 0.5O
Intensity 7.26 in/hi: c-5 min. Intensity5.58 in/hr (Tc 5 min.) LLJ
>
<; r Bottom Top Surface Side- Weir Head 10-yr Weir Coefficient 1.1
BALLAST PAD 1t,"• s;5 . 5
Skimmer rife n Dewaterin Flow
Basin Drainage Denuded Sediment Basin Area De di Area Area sloe Length ,kim er Orifice O Height v r\Weir 1 ft
�' �5'' g P P � g Over
6.5'X5.5'X3'
Number Area acres Area/-lyres Volume S ft ft. S ft Required ft. Size Radius Skimmer Time cts
`� ? ( ) ) q 9 9
Required Provided S ft (inches) (inches) (ft) (days) Bottom To Surface Side- \Weir Head 10-vr
9 P
5 5. C 1 2. 24.97
�SB#1 6.88 6.88 1-384 1__735 44__8 _.0 53 558 8 117 3 \ A 6.0 5._5 0 4 7 99 D Area Area sloe Le Skimmer Orifice On Dewaterin Flow
, / Basin Drainage Denuded Sediment Basin Area Depth p Length g
SB#2 22.46 22.46 40,428 401,741 65,577 5 91,177 35,465 3 \/A 8.0 7.25 0.500 4.68 81.53 Number _°Area('Acres) Area(Acres) Volume Sq ft ft. Sq ft Required fc Size Radius Skimmer Time cfs oN m
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I t - '\1 �, '� ,AREA TO REMAIN �,'­_ " ,--- __ - �, ,,, __ __ I. I � i , � I _­ _' ­­ ____ - F EBAY I /\�, \I( , IJ I X, / I
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\ - - / ii � , / \ / �, / I - - ... . . . 30 AC __ \ I I \ -1-1 - \ # I 41
11 \ � I / i \ \ \ � `I __ -TOTAL DRAINAGE AREA:55. i / -
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- \ ,Lj 2 0=�526 --, \ \ ,C)L `f
\1� \ __ 1, / , . \1 f/ ,, ,/ (DRAWDOWN \\ , , - IMPERVIOUS AREA:36.50 AC \ \ \
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�~ 2 EMBANKMENT CONSTRUCTION NOTES:
' f \ 1. GENERAL-THE POND AND DAM AREA SHALL BE CLEARED,GRUBBED AND STRIPPED OF ALL VEGETATIVE MATERIAL AND TOPSOIL PRIOR TO DAM CONSTRUCTION.THE
- I } DISPOSAL OF TREES,STUMPS,CONSTRUCTION DEBRIS,VEGETATIVE MATERIAL,ETC.SHALL NOT BE PERMITTED IN THE DAM OR POOL AREA OF THE POND.WHEN BLASTING IS WET POND#1 CALCULATIONS
I
USED TO REMOVE ROCK FROM THE POOL AREA,THE BLASTED AREA SHALL BE OVER-EXCAVATED TO A DEPTH OF AT LEAST TWO FEET(2')BELOW FINISH GRADE AND p
/ BROUGHT BACK TO FINISH GRADE WITH CLEAN RELATIVELY IMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE. Drainage Area = 40.36 Acres N
Impervious Area 17.77 Acres
2. EARTH FILL DAMS V
2.1. SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT SIGNIFICANT SHRINKAGE SWELL,OR DISPERSION SHALL NOT BE USED IN THE Percent Impervious - 44 % Z .o
EMBANKMENT. Average Depth = 4.7 ft ti N
O ,C f t 1t 2.2. A CUTOFF TRENCH(CORE TRENCH)SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVE FEET(5').THE CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED TSS Removal = 90 % O CIA
i ` DOWNSTREAM OF THE INSIDE TOP OF SLOPE OF THE DAM.THE CUTOFF TRENCH SHALL BE CAREFULLY BACK-FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND L M
R
COMPACTED TO AT LEAST NINETY-FIVE PERCENT(95%)OF STANDARD PROCTOR DENSITY. SA/DA Ratio = 2.1 % s M
t I I 2.3. THE MINIMUM TOP WIDTH OF THE DAM SHALL BE TEN FEET(10')AND SLOPES SHALL NOT BE STEEPER THAN 2:1 (TWO HORIZONTAL TO ONE VERTICAL)ON THE DAM OR U
{
EMBANKMENTS AROUND THE POND. Required Surface Area (Perm Pool) = 36,920 sq ft a�'i o
\ 2.4. ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND SHALL BE MECHANICALLY STABILIZED AND HAVE PERMANENT GROUND COVER L d
ESTABLISHED IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. Actual Surface Area (Perm Pool) - 44,036 sq ft Okay in �
- 0. 5 N co
11 Rv - 4 Cd c a) Ln
s, 1 Re uired Volume - 65 380 cu ft -a ® �
o \• MINIMUM MAINTENANCE SCHEDULE: a �,
FOREBAY M c
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: Permanent Pool Elevation = 516 ft Z Z
s �, A Area at Permanent Pool = 44,036 sq ft N ,•
g`L6 S si s 2 1.1. INSPECT THE DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION,EROSION,TRASH ACCUMULATION,VEGETATED COVER,AND GENERAL CONDITION. - a N > J
a Temporary Pool Elevation - 518.5 ft
S 1.2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS THAT WOULD INTERFERE WITH THE DRAW DOWN OF THE TEMPORARY POOL AS DESIGNED. Area at Temporary Pool = 53,558 sq ft
/0\S� i 2. REPAIR ERODED AREAS IMMEDIATELY.RE-SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER.MOW VEGETATIVE COVER ON EMBANKMENT TO Volume Provided - 124 218 cu ft Okay
o Temporary Pool Vol -
MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES,REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM(I.E.CATCH BASINS,PIPING,SWALES,RIP RAP, ETC.)QUARTERLY TO MAINTAIN PROPER FUNCTIONING. Permanent Pool Volume Provided = 207,285 Cu ft `�`� .• "" .•:j r,/
4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT. _
ft CORPORATE Required Forebay Volume (20%) 41,457 cu
5. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY OR WHEN THE DEPTH IS REDUCED TO 75%OF THE ORIGINAL DESIGN DEPTH. Forebay Volume Provided = 38,471 Cu ft =REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY(I.E. SEA 4 i 1 STOCKPILING NEAR A WET DETENTION BASIN OR STREAM,ETC.). Forebay Percentage of Pond Volume = 19 % p w'`
t 4"DIA.DRAIN
\ J` PIPE @ 0.50% 1 1 1' I 6 PERFORM SERVICES. rr' l
ANNUAL INSPECTION OF THE BASIN(ANNUAL INSPECTION REPORTS TO BE KEPT BY THE OWNER).PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM Ci A1gO``�`'
WATER
I
i Pond Drawdown Time
GENERAL NOTES
� 1 Pond Height above Orifice= 518.50 feet \
h `y 1. OWNER SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE. �.` CARQL%,
RISER-1 Orifice Invert Elevation = 516.00 feet `�
30'STREAM BUFFER Cc).
_ - RIM:523.00 fr I t 2. THE SURVEYOR WILL PROVIDE A STAKING PLAN. THE STAKING PLAN WILL BE DIGITALLY DESIGNED,AND ALSO CHECKED USING THE CONSTRUCTION DOCUMENTS(HARD COPY). Q� q
INV. IN:513.00(HW-1) Surface Area at Height Above Orifice = 53,558 square feet
% I ALL DIMENSIONS WILL BE DIGITALLY PROVIDED BY LANDDESIGN,INC.; INCLUDING THE INSIDE AND OUTSIDE TOP OF DAM,ALONG WITH TOP OF BAFFLE.
urtace Area at Orifice Invert Elevation = 44,036 square feet = SEAL
NWE:516.0 / % f,, ' 3. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL AS SOON AS GRADING OPERATIONS DICTATE.SEE PERMANENT SEEDING _ 3 :,�=
i I SPECIFICATIONS FOR SEEDING SCHEDULE. %�� UZ
s
Orifice Diameter(D) = 4.00 inches = 0.33 feet .
HWA 4. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION AND THEIR ASSIGNS SHALL HAVE RIGHT OF ACCESS TO THE PERMANENT BASIN FOR Orifice Area (a) = 0.0873 square feet �^,�/�c.. ..
/ ( RIM:516.07 INSPECTIONS AND MAINTENANCE ENFORCEMENT, iil
INV.OUT:512.15(RISER-1) Average Surface Area (A) = 48,797 square feet '�rrrristtttt��� e,
I 5. ALL STORMS UP TO AND INCLUDING THE 100 YR STORM SHALL PASS THROUGH OUTLET STRUCTURE. Gravitational Constatnt (g) = 32.2 ft/seC2 � •
' 3 6. CONSTRUCTION OF ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE NCDENR BMP DESIGN MANUAL,NCDENR EROSION CONTROL MANUAL, AND THE NORTH Head (H) = 2.33 feet
1 (CURRENT EDITION AND NCDOT 2006 STANDARD Discharge Coefficient (C) = 0.6
CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)DIVISION OF HIGHWAYS ROADWAY STANDARD DRAWINGS(C )
ti •
� h
. / I
SPECIFICATIONS,THE MORE RESTRICTIVE STANDARD HAVINGPRECEDENCE.COPIES
PIES OF THE AFOREMENTION
ED STANDARDS
NDA RDS MANUALS SHAL
L BE IN POSSESSION
N OF THE W CONTRACTOR. Time (t) = 354,789 seconds = 4.11 days
7. CONTRACTOR TO PAINT PERMANENT POOL ELEVATION ON OUTLET STRUCTURE.
FOREBAY
4"DIA.DRAIN / F / t 8. OPERATIONS AND MAINTENANCE INFORMATION MUST BE POSTED ON-SITE.INFORMATION SHALL BE MOUNTED ON OUTLET STRUCTURE OF POND.
�sj p PIPE @ 0.50% G5� SAND FILTER DIAPHRAGM ' O
\ `ram s ���� r AND STRIP DRAIN -SEE 9. POND ACTS AS A EROSION CONTROL BASIN DURING CLEARING AND GRADING. CLEAN OUT BASIN BEFORE TRANSFORMATION TO WET DETENTION BASIN.
��o` ' 0Z DETAILS FOR DIMENSIONS ( ul
AND MATERIALS
/ ��6 NOTES: m
24'X12.6'X1.5'RIP-RAP APRON • CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWINGS TO ENGINEER
% CLASS B RIP RAP
/ FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF RISER BOX
STRUCTURE AND CUSTOM HEADWALL AT PIPE OUTLET.
/f �,�6 - • STONE FACE WITH BRICK WALL TIES(OPTIONAL).CONTRACTOR O z
SHALL COORDINATE WITH OWNER PRIOR TO CONSTRUCTION. L U
'` �j / • OUTLET STRUCTURE SHALL BE EITHER PRECAST OR BRICK BUILT.IF
FILL BERM-COMPACTED TO BRICK BUILT,CONTRACTOR SHALL COAT INSIDE AND OUTSIDE OF 1
95%STANDARD PROCTOR L U
/ BOX WITH TYPE"S"WATERPROOF CEMENT.BOX SHALL BE OF WATER
TIGHT CONSTRUCTION TO PREVENT LEAKAGE.
4'X4'CONCRETE OUTLET STRUCTURE Q
POND # PLA/ V1 EW � � � TOP OPEN W/REMOVABLE TRASH RACK � � z
10'
�/ MIN.
r / TOP OF DAM ELEV.526.0 Q Q
SCALE: 1"=30' 0 -
I TOP OF BOX.523.0 3-MIN. Z
s 1 cl� Q
2'WEIR:518.5 Ll L j z
NWE 516.0 - 4"DIA.PVC PIPE CLASS BRIP-RAP, 2'-0"MIN O Q O
INV ELEV.516.0 15" MIN DEPTH LL > Q
PERMANENT Q >� U
PONE) # I PROFILEVIEW (- POOL 4.0"DIA.WQ TOP OF BERM-517.0 Q =
EXISTING GRADE , RELEASE ORIFICE Z O J
CA E: I =30 (H) �-SO IE- oQ� ° TOP OF WEIR-516.0 O
o
BOTTOM ELEV.510.0 ry^5 Q. ;._.. ..:..::.:r. z
LJJ O w
530 530 o
Z
CC
EARTHEN DAM COMPACTED TO 95% O 0
STANDARD PROCTOR OUTLET PIPE AND RISER O CO 7
SHALL HAVE WATERTIGHT BERM AND WEIR SECTION L
5X5X3 CONCRETE BALLAST JOINTS W Q Q
(MIN 70 CF CONCRETE) 10, O
TOP OF BERM:526.0 SECTION WIDTH RIP RAP BERM O
1'-0" AND WEIR
RISER-1
RIM:523.00 CLASS B CONCRETE TOP OF BERM z
0 U
INV. IN:513.00(HW-1)
TO BE USED PERMANENT POOL O
PROPOSED GRA DE 100 YR:523.99 TILITY BRICK OR PRECAST BOX TOP OF WEIR
50 YR:52I STONE FACE WITH BRICK WALL TIES U
Z U
.. :5
� (OPTIONAL).CONTRACTOR SHALL COORDINATE
WITH OWNER PRIOR TO CONSTRUCTION. OUTLET PIPE SHALL HAVE WATERTIGHT O z Z
!; 10 YR:522.27 JOINTS V-0"ABOVE FOREBAY BOTTOM SUITABLE BACKFILL MATERIAL. z O
MI 4"FOREBAY DRAIN 0.5%SLOPE MIN.
LU 6n
2 YR:521.0
Hw-1 _ I T BERM AND WEIR DETAIL
_ 4-'I
INV.:512.15(RISER-1) I- -520 --1�--.
�-
FOREBAY BAFFLE
k � s
{
LITTORAL SHELF N.T.S.
10:1 SLOPE
3 -
I
I
117LFO .0 F36"RCP@0.7 0 2'WEIR
NWE:516
REMOVABLE TRASH RACK
'..~:. STRUCTURE
4"PVC PIPE
MAIN POOL 2 FOREBAY
PERMANENT POOL \7
MIN. 0
H
w
BOX SHALL BE WATER TIGHT
PLAN
CAP W/WATER QUALITY ORIFICE
510 59 510 DRILLED-SEE PLANS FOR DIA.
24'X12.6'X1.5'RIP-RAP APRON SAND FILTER DIAPHRAGM OUTLET STRUCTURE DETAILS CD
AND STRIP DRAIN-SEE WATER QUALITY ORIFICE DETAIL
CLASS B RIP RAP 4"DIA.DRAIN N>Co�G O
DETAILS FOR DIMENSIONS PIPE @ 0 50% N.T.S. = > o -
AND MATERIALS M .- o
mU� •
o �pm0 II I- Cq
r � N M m M , N BEFORE YOU DIal w z�U m J,U
CALL 1-800-632-4949
15 0� 15 30 60 LLI
N.C. ONE-CALL CENTER Q w�=U U OO
50� cc ms TFiE LAvvl a o o u O to a_ Cr U
+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+31 4+50-'05

EMBANKMENT CONSTRUCTION NOTES:
� "- i ��- WET POND#2 CALCULATIONS
\ \\ 4 1. GENERAL-THE POND AND DAM AREA SHALL BE CLEARED,GRUBBED AND STRIPPED OF ALL VEGETATIVE -
i MATERIAL AND TOPSOIL PRIOR TO DAM CONSTRUCTION.THE DISPOSAL OF TREES,STUMPS,CONSTRUCTION Drainage Area 50.98 Acres cV
DEBRIS,VEGETATIVE MATERIAL,ETC.SHALL NOT BE PERMITTED IN THE DAM OR POOL AREA OF THE POND. g N
WHEN BLASTING IS USED TO REMOVE ROCK FROM THE POOL AREA,THE BLASTED AREA SHALL BE Impervious Area = 37.35 Acres Go
524 �, _
�- FINISH GRADE WITH TO
RELATIVELY IMPERVIOUS SOIL MATERIALCOMPACTED AND
PLACE.
BACK TO Percent Impervious - 73 % N
\ \ 522 _ Average Depth - 3 ft • U
520 /Z TSS Removal - 85 % ai N
i 2. EARTH FILL DAMS - u in
2.1. SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT SIGNIFICANT SA/DA Ratio 2.59 % O cv
i SHRINKAGE SWELL,OR DISPERSION SHALL NOT BE USED IN THE EMBANKMENT. M
10'VEG,SHELF 514 2.2. A CUTOFF TRENCH(CORE TRENCH)SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVE FEET(6).THE - s
�� l ! • - CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM OF THE INSIDE TOP OF Required Surface Area (Perm Pool) - 57,516 sq ft U
513= �--_
1 ti 512 ` OF THE DAM.THE CUTOFF TRENCH SHALL
AND COMPACTED TO AT EAST NINETYFIVE PERCENT(95%)OF STANDARD DIARD PROCTOR DENSITY. Actual Surface Area (Perm Pool) - 630.71 sq ft Okay
� iU O
509 Rv - 0.71
2.3, THE MINIMUM TOP WIDTH OF THE DAM SHALL BE TEN FEET(10')AND SLOPES SHALL NOT BE STEEPER THAN v� �n ;nip co
( t f MH-1 2:1 (TWO HORIZONTAL TO ONE VERTICAL)ON THE DAM OR EMBANKMENTS AROUND THE POND. Required Volume 131,275 CU ft E ran
t \ RIM:520.70 2.4. ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND SHALL BE MECHANICALLY - s M Q o
INV. IN:508.54(HW-2) h �y J o ���jo\ STABILIZED AND HAVE PERMANENT GROUND COVER ESTABLISHED IN ACCORDANCE WITH THE PERMANENT Permanent Pool Elevation _ 513.5 ft ,"y U
1s INV.OUT:508.55(RISER-2) ` ao�\Q \� �cso� \ SEEDING SCHEDULE. Area at Permanent Pool - 63,843 sq ft Z N
M ^ LY
RIM: Temporary Pool Elevation = 515.5 ft N L
RIM:512.91 �` RISER-2 �� �-`' � �.�- - _ `� _ � cv � � �
INV.OUT:508.45(MH-1) -�- ---•,- �_ _ __ -- Area at Temporary Pool - 78,234 sq ft
RIM:518.50 _ ._ NWE:513.5 -� FOREBAY MINIMUM MAINTENANCE SCHEDULE:
42"RCP INV.IN:509.00(MH-1)
42'X20.3'X2.5' \ -•--- \ 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: Temporary POOI Volume Provided = 140,548 CU ft Okay
RIP-RAP APRON \
CLASS B RIP RAP - _ _ --- - _ 4"DIA.DRAIN Pool Volume Provided - 1 11����rrr
�� ti PIPE @ 0.50% 1.1. INSPECT THE DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION,EROSION,TRASH Permanent oo o ume - 86,556 Cu ft
ACCUMULATION,VEGETATED COVER,AND GENERAL CONDITION.
1.2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS THAT WOULD INTERFERE WITH THE DRAW DOWN Required Forebay Volume (20%) - 37,311 CU ft
oo 513-512 i ` o°j� `' / DESIGNED. Foreba Volume Provided = 38,855 cu ft = CORPORATE
j\ ^, . -"�" - t p� OF THE TEMPORARY POOL AS Y
s 514 ---- 10'VEG,SHELF 2. REPAIR ERODED AREAS IMMEDIATELY.RE-SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN GOOD = ° -
oQ t 4 / ^h �o Foreba Percentage of Pond Volume 21 /° = SEAL t sar 0 516 - h VEGETATIVE COVER.MOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN A MAXIMUM HEIGHT OF SIX y g =✓Z1
W rars \ �18� Ly '� INCHES, REMOVE TRASH AS NEEDED.
) /� A
o �� 3. INSPECT AND REPAIR THE COLLECTION SYSTEM(LE.CATCH BASINS,PIPING,SWALES,RIP RAP,ETC. Pond Drawdown Time �i k C Ag
QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
1 t h
i W v Height
Pond above Orifice = 515.50 feet
4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT. 9\ Orifice Invert Elevation -
513.50 feet � C'�RO,,'
5. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY OR WHEN THE �.�
\ FES INV OUT=508.00 O E's s�'
- - - / / DEPTH IS REDUCED TO 75% F THE ORIGINAL DESIGN DEPTH.REMOVED SEDIMENT SHALL BE DISPOSED OF IN Surface Area at Height Above Orifice = 78,234 square feet
AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER
f QUALITY(I.E.STOCKPILING NEAR A WET DETENTION BASIN OR STREAM,ETC.). ufface Area at Orifice Invert Elevation = 63,843 square feet
SAND FILTER DIAPHRAGM i t t' = SEAL =
13'LEVEL SPREADER ` -AND STRIP DRAIN -SEE . f % y / ' J / _ _
r / v 6. PERFORM ANNUAL INSPECTION OF THE BASIN(ANNUAL INSPECTION REPORTS TO BE KEPT BY THE OWNER). Orifice Diameter D 6.00 inches = 0.50 feet
W/30'FILTER STRIP DETAILS FOR DIMENSIONS / O PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES. ( )
DRAWDOWN 30'STREAM BUFFER - f 1J- f R Orifice Area (a) = 0.1963 square feet
( t _ AND MATERIALS . �- -�
Average Surface Area (A) = 71,039 square feet Q.
FLOW=0.95 CFS) � -, � -------.
Gravitational Constatnt (g) = 32.2 ft/sec2
�rrrriin�»�
Head (") = 1.75 met 1
POND #2 PLAN VIEW '
GENERAL NOTES Discharge Coefficient (C) = 0.6
GE
SCALE: 1"=40' W
20 01 20 40 80 1. OWNER SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE. Time (t) = 198,802 seconds = 2.30 days
2. THE SURVEYOR WILL PROVIDE A STAKING PLAN. THE STAKING PLAN WILL BE DIGITALLY DESIGNED,AND ALSO CHECKED USING THE CONSTRUCTION DOCUMENTS(HARD COPY).
ALL DIMENSIONS WILL BE DIGITALLY PROVIDED BY LANDDESIGN,INC.; INCLUDING THE INSIDE AND OUTSIDE TOP OF DAM,ALONG WITH TOP OF BAFFLE.
3. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL AS SOON AS GRADING OPERATIONS DICTATE.SEE PERMANENT SEEDING O
SPECIFICATIONS FOR SEEDING SCHEDULE.
4. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION AND THEIR ASSIGNS SHALL HAVE RIGHT OF ACCESS TO THE PERMANENT BASIN FOR 01L
INSPECTIONS AND MAINTENANCE ENFORCEMENT. O 7)
53 5. ALL STORMS UP TO AND INCLUDING THE 100 YR STORM SHALL PASS THROUGH OUTLET STRUCTURE. W Z
530
6. CONSTRUCTION OF ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE NCDENR BMP DESIGN MANUAL,NCDENR EROSION CONTROL MANUAL, AND THE NORTH ` ,CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)DIVISION OF HIGHWAYS ROADWAY STANDARD DRAWINGS(CURRENT EDITION)AND NCDOT 2006 STANDARD �
Y
EXISTING GRADE SPECIFICATIONS,THE MORE RESTRICTIVE STANDARD HAVING PRECEDENCE.COPIES OF THE AFOREMENTIONED STANDARDS MANUALS SHALL BE IN POSSESSION OF THE
CONTRACTOR.
1 7. CONTRACTOR TO PAINT PERMANENT POOL ELEVATION ON OUTLET STRUCTURE. O W
M H-1
EARTHEN DAM COMPACTED TO 95% RIM:520.70 3 8. OPERATIONS AND MAINTENANCE INFORMATION MUST BE POSTED ON-SITE.INFORMATION SHALL BE MOUNTED ON OUTLET STRUCTURE OF POND. 1
W
STANDARD PROCTOR INV.IN:508.54(HW-2) ,^
INV.OUT:508.55(RISER-2) v
PROPOSED GRADE 9. POND ACTS AS A EROSION CONTROL BASIN DURING CLEARING AND GRADING. CLEAN OUT BASIN BEFORE TRANSFORMATION TO WET DETENTION BASIN.
FILL BERM-COMPACTED TO Q Z
95%STANDARD PROCTOR Q
TOP OF BERM:522.0
100 YR:521.05 4'X4'CONCRETE OUTLET STRUCTURE
V, RISER-2 TOP OPEN W/REMOVABLE TRASH RACK0'W-2 1 RIM:518.50 50 YR:520.05 2 �_M'I -1 W z
520 INV.:508.45(MH-1) INV. IN:509.00(MH-1) 5 TOP OF DAM ELEV.522.0 F- J
3 10 YR:•516.35-
.. _. . . .. ... ... ... .. _ _ 3 MIN.
TOP OF BOX 518.5 0
- 2 YR:518.12 1 LL
1.5 3.75'WEIR:515.5
LITTORAL SHELF
10:1 SLOPE _ (n
NWE 513.5 _ 6"DIA.PVC PIPE
INV ELEV.513.5 Z O
PERMANENT- a to O
NWE:513.5 •• _
POOL
6 0"DIA WQ W Q O W
RELEASE ORIFICE ^^ Q
CL
MAIN POOL 1 FOF EBAY BOTTOM ELEV.509.0
J m
51 L1.1 Q Q
510 � � O
OUTLET PIPE AND RISER Z
_z SAND FILTER DIAPHRAGMSHALL
41 LF OF 42"RCP @ 1.10% AND STRIP DRAIN-SEE 4"DIA.DRAIN BALLAST MIN 70 CF JOINTS
WATERTIGHT O O z
PIPE @ 0.50% 6.5'X5.5'X('CONCRETE r r D CL
DETAILS FOR DIMENSIONS CONCRETE) V
AND MATERIALS SECTION Z N
42'X20.3'X2.5'RIP-RAP APRON 8 LF OF 42"RCP @ 1.10%
CLASS B RIP RAP CLASS B CONCRETE Q O J
TO BE USED O z Z
T T O OO d' O N N �' O d' N d' O
N O M o UTILITY BRICK OR PRECAST BOX
STONE FACE WITH BRICK WALL TIES U W C~
N N N N N M M c> co cri (OPTIONAL).CONTRACTOR SHALL COORDINATE
N N N`p U') LO WITH OWNER PRIOR TO CONSTRUCTION. OUTLET PIPE SHALL HAVE WATERTIGHT
JOINTS
500 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+15 500 NOTES:
• CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWINGS TO ENGINEER I I
POND #2 PROFILE VIEW FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF RISER BOX _
STRUCTURE AND CUSTOM HEADWALL AT PIPE OUTLET.
• STONE FACE WITH BRICK WALL TIES(OPTIONAL).CONTRACTOR 4 r
SCALE: I"=40' (H) SHALL COORDINATE WITH OWNER PRIOR TO CONSTRUCTION.
SCALE: I"=4' M • OUTLET STRUCTURE SHALL BE EITHER PRECAST OR BRICK BUILT. IF
BRICK BUILT,CONTRACTOR SHALL COAT INSIDE AND OUTSIDE OF ? 3 I 3
BOX WITH TYPE"S"WATERPROOF CEMENT.BOX SHALL BE OF WATER
TIGHT CONSTRUCTION TO PREVENT LEAKAGE. i }
i
i
3.75'WEIR
CLASS B RIP RAP, T-O" MIN REMOVABLE TRASH RACK
15"MIN DEPTH 10,
WIDTH RIP RAP BERM STRUCTURE FA
1'-0" AND WEIR Z
TOP OF BERM-514.5 TOP OF BERMSn
6"PVC PIPE
1_0,. w
O TOP OF WEIR-513.5 PERMANENT POOL -
Q�
TOP OF WEIR PERMANENT POOL
MIN.
V-0"ABOVE FOREBAY BOTTOM SUITABLE BACKFILL MATERIAL. BOX SHALL BE WATER TIGHT O
PLAN
4"FOREBAY DRAIN 0.5%SLOPE MIN. O N
BERM AND WEIR SECTION CAPLED-S WATER
PLANS TY FOR
>z o
DRILLED-SEE PLANS FOR DIA. = >
BERM AND WEIR DETAIL �m o
N
WATER QUALITY ORIFICE DETAIL OUTLET STRUCTURE DETAILS 15'w o �jIit
coz°U� N
�
N.T.S. ED
BEFORE YOU OIQf di 0
N.T.S. CALL CE wFOREBAY BAFFLE N.C. ONE-CALL 049
Q _ 7� U
N.T.S. rrS THE LAWI 0 0 0 U C LA CL

v m NOTES: „ z O z O m Ho G7 �� GENERAL NOTES:
N-O INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. F+� �� 1%2" 3'-6'r �-> -1 2" WEEP HOLES ¢ 3 .
< STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H¢ C „ ¢¢ r" z Y- - USE CLASS "B" CONCRETE THROUGHOUT. � N
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q H 3 y'•"'• O 1" DEPRESSION -N rr 1�2 r,�rr Z E _ C/�O O PROVIDE ALL DROP INLETS OVER W-6" IN DEPTH WITH STEPS 12" rZ-r Oc U O
n H p ___ rZa[C (� D H o 77 \ 1'/8 -� 17'$ F r--r cs T1 I I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. J ODL,..,z N
r O T CA _ LL-1 d"Z T O --I r rr r rr '� -J ti N Z x OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWEL3 AT O O x N
mz x-i _ „ oo x z x 1 -75/8 1 -75/8 r r►H I oo x y ac2E
(� m -'•I D Cn 12" CENTERS AS DIRECTED BY THE ENGINEER.I IVW Z
yam)p n � LU Q Q _ =O D D m 0 E I E !-U Q O w T Z>m }X I }X USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. U O N Z
=TI Z D m 1" H U Dc O C3 Z= G 0 G _ ---- ---- ¢ cn p - ^, -- IF REINFORCED CONCRETE PIPE IS 3ET IN BOTTg1 SLAB OF BOX, ADD TO SLAB H x F-Z W
o T- ¢ I- 1--1 =cf)O O CV d. I �x Z V = O TI IL AS SHOWN ON STD. N0. 840.00. CO O J w r4
x o 1" in !-x z LIJ Z m \ CD '-' r - ----- LL I� }+ CYf
Z 0"0 r� � C!)�L-O_j H p H � � �_ O �_ _� _ _ I _ O��� L7 m H T---� CONSTRUCT WITH PIPE CROWNS MATCHING. 0 O co Q O N
n 2 p O Cn CC en
O=-m{Z ' I N I Z o H 9 D D -- INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z H cd rnn
DD D c - - Z 'j D D N 1 0 I F- H A �I INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 78M STONE IN A �F,-1 t o
-I .col �- �'-H -G H v J 0 d UJ r--r POROU3 FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. Lu O CJ O
CO)p rsi
L W p O Z r II h IZ CHAMFER ALL EXPOSED CORNERS 1". 01�8 ^ O SECTION G-G �\ 1'-4 " 1'-4 '� Ffl Y I DRAWING NOT TO SCALE. L �O
'� PLAN SIDE r
ELEVATION -n T PLAN OF FRAME PLAN " 10
E M CO
I�
r WITH GRATE & FRAME REMOVED t d 4
PLAN SIDE - 0 1 r-7%11 1'-73'g" CAST IRON L rMi U
ELEVATION N O
W O BRICK COPING(INCIDENTAL) Z p y
v6" - N m o PLAN OF GRATING �- m °� W►� ITi TOP ELEVATION O M
� m �I � EJ °� d � Z OQZ C-) Z LL N U
o W H O 2'-31/" CAST IRON LL � a p a STD. 840.16 FRAME -- a o f N
~ r ao _ 141/2" _ �'- -I I-1 r �, Z I.I & GRATE
Z
Z ~ x�1- 1 ° - CAST IRON z co = Z z n = -� #4 BAR �+ N a -
H G
v x r ELEVATION CAST IRON ELEVATION " W �j 1 1 x a Z o N rn o t 6" A W, 6" s 6" N a
I fl o ¢ o -1 fir' 1�r, 1/8 r, 1/8 rr o� a coo o O'
D D rr n rr rr O W m x = 0 O \t�ttttlSlIlf//rr
CO) z 1-y v z 1 1 1 1 0 5 � v I ¢ co �•�� $E S IQ* ''•,
v cc D 3r-39/4'r 2'-3g/4IF x cry c v I Q Gt j
#6 BAR O0
R ¢ >7 ¢ W m
pv " 1/4 GALV DR. Z I.- N m C7 1%6rr L2'r rr 1 " 1/S'r ;r1/$rr Z 1L 0 O O v �y Q Lu t- � �
1
8$d V2
m
¢ 8 /8 ¢ - DOWEL W ` - CORPORATE
_ N pp D I 3/rr 3/N - 3/4" ° I H 0 H D _ - -
D �8" c �+ W O Z >* - 4 r rr r n W ~ � N in DOWEL SEE NOTE MAX. PIPE THIS SIDE _ NSEAL
m � xv jv � SECTION H H =UD .3 -2 2 -2 = J CO H SEE NOTE ( ) to 0 r
T J �, rn SECTION X-X SECTION Y-Y � c O �?
N p POLYPROPYLENE ~ N o Z H m r G) ~ Z
TI PLAN PLASTIC o D TI rr rr Z V T )
m O SIDE SIDE z Q Z D p 21/8 _ �� 21/8 _ Z d '� o DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) w jj CPvO
"a x „ - ELEVATION ELEVATION Lu a: v , rr N a rr N N w C W DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR /�'rrl/lllllltttttt\\
�e _ ° COMPOSITE PLAN G 3 4 2'-13/4 CC
y I r �. 00 m PIPE SPAN WIDTH WIN. HEIGHT CONC. IN BOX ONE PIPE
O y = D A g H BOTTOM WALL PER �EE
SLAB FT. HT. C.N. R.C.
REINFORCING STEEL 3'-6" 2`-6° x rexr " tttllullll
u- 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 t Ir
ELEVATION „ ECTION E- E SECTION F- F 15" 2'-3"181, °•64B °'°23 °.°36 \ .,, t F�caRo%''%,
#3 DEFORMED NOTE: S 2a" 3-01 0.8 m 0.033 0.049 N
12 DO NOT USE IN
SHEET 1 OF 1 STEEL ROD SANITARY SEWER MANHOLES. SHEET 1 OF ET 1 OF 1 " - Q _
ELEVATION SHEET 1 OF 1 SHEET 1 OF 1 0.059 0.085
SECTION A-A 840■ 1 40. 14 30" 3 0 2`-O" 3' 6" 0.222 0.222 0.925 O.os2 0.127 SHEET 1 1 1
840.66 840.66 840. 16 840. 14 - -
SEAL
LEVEL SPREADER TO BE vm o�
STABILZED WITH NAG S 150 NOTES: ~Q '�`,� jl(T $��,�� 0
�Q OR EQUAL. <' z
¢�� rr'Illnlntttttt ®�
p TI-I O * THIS STANDARDSAS 8N°WALL MAY 838.27gE838E33 FOR
ANDTHE
838F39LOWING J O H Z
/ jo
H Z x D * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY O O x
�s 101
,f0 p�C7-� FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W¢Q LL _
F x-n D D m * USE 4000 PSI CONCRETE. �C�or O C7
.? �s�O � _�O O 1-0" 1'-0"� PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 I¢-x~Z W W
Z r1-O r TI FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING Cr7¢LL 00 J
=x Z 9 - TO ASTM A185 WITH 2" MIN. CLEARANCE. O O CO CCIoMMMMMM
D D p I * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z -"
O H2 I H2 OSHA STANDARD 1926.704. IL H
p 1­40 ' CS/RCP * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY W O
T BERM WIDTH Z H7 H1 I CONTRACTOR 1�
1O * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
0
i�y-����-~1 ' � EXISTING GRADE 00� O -
ALL ELEMENTS PRECAST TO MEET ASTM C913.
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". `ice
1 �� � ; i t \ A61
8" O.C.(TYP.)
1S" 0.C.(TYP.) REFER TO CHART 3
l /� T REFER TO CHART W
i t 1 FOR BAR SIZE
O FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS J Y
70 Ill AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTIONco
LEVEL SPREADER TO BE OUTFALL TO BE STABILIZED z TO INCREASE THIS BAR SIZE AS NEEDED. O J
"i - 1}�✓' �'F-\ \ STABILZED WITH NAG S150 WITH 6'X8'X9" CLASS A RIP �n M �, ELEVATION SIDE a o
OR EQUAL. RAP APRON. a n _ Q
� x W a Z
r"'�
,;, 'I cn ENDWALL DIMENSIONS ¢ O
2 BERM WOLMANIZED RAILROAD TIE TO _ -1 x W D W
D W2 (FT.} FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. 0
EXTEND I"ABOVE GRADE TO DETER = O 0 PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 W2 o W N
EROSION AND ANCHORED WITH 4 Z D x n W
c7 x
HDPE DIVERSION PIPE - SEE REBAR SECTIONS ON 6' CENTERS. ao v _ a 1.o #s @ 6 1.25/2.00 2.00/3.75 1.25/1.75 3.00/3.75 5.50/6.00 o v L9
11A `O 1.25 #5 @ 8" 1.25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.5016.75 Q Z F
N o a
PLANS FOR slzE AND s�oPE -�` --�� -�-� LEVEL SPREADER DETAIL
i 6" } a ITI 7D 1.50 #5 @ 8" 1.25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 V -
t -�t t
_ `µ ' I m m H 2.0 #5 @ 8f+ 1.50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 N
_ 1 _ Lu � Q
,s \ _ _. } 1 ii";`t t j --' , Z D 2.5 #5 @ 8 2.50/3.50 4.0016.00 2.00/3.00 4.50/5.50 10.00111.50 CA y w
1 i ,, "'✓ 1- `� ✓' 1✓" 3 y 1 ti A\ 1 t�: - ' `'` 1 } PLAN v ,7 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50111.75 J a z Z
." ;1✓ t tv l wt 1 1 1 ;1__ - t t t 1 \ 1 t 1 i cD
i 11 A Lu
- �'� -n r0 Q 1 3.5 #5 @ 8" 3.25/4.50 6.0016.75 3.25/3.50 6.00/6.75 12.00/13.26 Z W "
,4 -? t t, Cn r 4.0 #5 @ 8" 3.50/4.50 6.5017.00 3.25/3.50 6.50/6.75 13.00/13.25 W Z
1
`1_✓ \'' i 1 �-,y t 1 �� "t i ..' i 1 i t-} m PLAN 4.5 #5 @ 8" 4.00/5.00 6.5018.50 3.25/4.00 7.00/9.25 13.50/15.75 LL
t j l i 1 -�._!I 1'~ ;
t r� s'1 2 s 5.0 #5 @ 8" 4.50/5.00 7.0018.50 3.2514.00 7.25/9.25 13.75/15.75
{f, _, ✓k , , OUTFALL TO BE STABILIZED _ 1 r- v_-- < LL
E' 5.5 #5 @ 8 4.5015.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00115.75
-'WITH 6'X8'X9" CLASS A RIP, _' -11 ;. - ;�� ,
RAP APRON. 4.5015.00 7.5018.50 3.25/4.00 7.7519.25 14.75/16.75
SHEET 1 OF 1 LL
✓° 1 1 ' �- i 1 SHEET 1 OF 1 Z
WOLMANIZED RAILROAD TIE TO 838.80 838'80 p�C
EXTEND I"ABOVE GRADE TO DETER �-
' EROSION AND ANCHORED WITH 4'
'�''� � ' REBAR SECTIONS ON 6' CENTERS. � z
IMMMMM
LEVEL SPREADER DETAIL w ° o 0
CL Q o CL
SECTION CL J CO
* 3*Do W � Q� m
3 Do
FINISHED GROUND WATER QUALITY PIPE TO HANDLE FIRST
W
F PIPE A T Z
ce
FLUSH OV
ER SI
TE. SET
CROWN 0
1
PLANS
INVERT OF
DISCH
ARGE PIPE. SEE
(
O
z
INVERT FOR SIZE ANDO 0
........ ...
...........
..................................................­­­­........................................... f U
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1�
1 J
1
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* . . . ............... ...................................
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U
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a 4.
r
OUTLET
PIPE a
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a.
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8„
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FLOW
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°a:
(5' 1411N.
N..
EXCAVATIO
LIMITS :1........
DEPTH d
tr a=
• �a'.
I
1.5 Do 1.5 Do VARIES
4.
°o
a a
a:
a�
111y 11=� t,
�1 �� "D" INFLOW PIPE
\1 , .11
11 1 1 .11-
.\ 1
' 1\�, 1�� 11 i1\\�� !�\�� �1 \\1 � (SEE PLANS FLOW
11 �1� 1 �1\ FLOW
1�r \ 1�� ( f 1 DI_�CHARGE PIPE
1 1 1•
\ 1
\ 1
1 1 � �- 1 � 1
1 111����1\1111 111�1 111 111111 111111 111\11111_1 1111\1`��111 111 11�1\i
11� 11� 111 11 111 11� 11 111 (SEE PLAN FOR SIZE 1 FOR SIZE)
111 �11 ��1\1� 111-11\111-�\\1= 111 1�1\111,�111\111 „D„ + 3,
111%.11=1 ���\\\� ,11 111 f- NOTE: 8„ 8„
1��111 ��1�1-,111- 1 �1\1=,111 Do (5' MIN.)
\1��1�� 11 \��1� * 1. MATERIAL USED IN THE SAND DIAPHRAGM SHALL BE SAND MEETING THE FINE CONCRETE
111;��111\_\�1 1�1111,111 \11 111%.\1 1.5 Do AGGREGATE REQUIREMENTS(ASTM C 33 A DESIGN ANALYSIS SHALL BE MADE USING PART
\11��111=\11 1 111 -1�1=�111 111;11%11_1- )
633 OF THE NATIONAL ENGINEERING MANUAL,CHAPTER 26,GRADATION DESIGN OF SAND SECTION A-A N
11 ��1��111 1 AND GRAVEL FILTERS. L'
Z
6 2. THE MINIMUM DRY DENSITY OF THE COMPACTED SAND SHALL BE EQUAL TO 95%OF THE DRY O
" \I1 -;\\ 6" DENSITY OBTAINED BY COMPACTING A SINGLE SPECIMEN OF SAND USING THE ENERGY AND j
W
0.5' 3*Do-5 Do 3*Do-5 � METHODS DESCRIBED IN ASTM D698A.THE TEST CONSISTS OF A ONE POINT TEST NOTE: �
PERFORMED ON SAND THAT HAS BEEN AIR DRIED THOROUGHLY PRIOR TO COMPACTION. 1) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
WRAP STRIP DRAIN W/ 1.0' 3. FOR ADDITIONAL INFORMATION ON INSTALLATION,SEE NATIONAL ENGINEERING HANDBOOK
OF STRUCTURE FOR REVIEW AND APPROVAL
FILTER FABRIC PART 628,CHAP.45. WATER QUALITY PIPE TO HANDLE FIRST PRIOR TO CONSTRUCTION.
FLUSH OVER SITE. SET CROWN OF PIPE AT 2) CONTRACTOR SHALL FOLLOW SAME CONSTRUCTION
INVERT OF DISCHARGE PIPE. (SEE PLANS METHODS AS BRICK CATCH BASIN. (SEE SHEETS C3.23- C325)
FOR SIZE AND INVERT) o m Ln
Ny> p
M � O
CD
M
WATERQUALITY DIVERSION MAN HOLE mPI E CRADLE AND SAND FILTER DIAPHRAGM DETAILS rd mm�, ••
0�
Lil 0 'u -,w h-
Lli
�uj DDUO'inrL wi u

550 �
550 N
CID
i
N
Z �p
EXISTING GRADE
N en
o C4
1+ L M
fd m
d+ —T U
540
540 L I I I
PROPOSED GRADE
in u't
EL _7_ BYPASS HW-2 'ai -d U
INV.:524.00(BYPASS HW-1) Ic
500 YR HEADWATER ELEV.=534.37 0 M �
— ' — — z ti
r., Z
I 100 YR HEADWATER ELEV.=532.40
25 YR HEADWATER ELEV.=531.11
INV.:517.75(BYPASS HW-2) 10 YR HEADWATER ELEV.=530.24
s — 530
530 _ �2YR _ . . —
HEADWATER ELEV.=528.51
_ PROP. SINGLE 8'x8'
REINFORCED CONCRETE BOX + o _ CORPORATE -
AT 0.50%
(1250 LF TOTAL) S E A L
- -
520 T..,.
YCLASS 2 RIP RAP 520
rrrllllt>>�
8"MEDIUM STONE
MIN 12"THICKNESS
CA R
YAL -.
CLASS 2 RIP RAP S8"MEDIUM STONE 0
MIN 12"THICKNESS 510
510 t
O N N O 1� O N CO O N N N CO f� 00 G� N N
O O Lf� t 7 M CO d7 N . O ,�/// W
Nr r N N N N N N N N C7 M M M M M C7 V d M M C7 M M M t7 C7 M M M co N N N N N N N N N N N N N N N N N '!/lrlrt1111��1`` �n
n N ®®�
50`0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 to
16+006+17 16+5�05
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STORM DRAINAGE NOTES:
I ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR STANDARDS AND SPECIFICATIONS AND
ALL OTHER STATE AND FEDERAL REGULATIONS AND/OR STANDARDS. 8'X8' BOX CULVERT PROFILE
2) ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION SCALE: 1"=60' (H) 60 0' 60 120 240 0
IMMEDIATELY. SCALE: I"=6' M
3) APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 10
4) ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW OR ACCESS IS PROHIBITED. MOM z
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5) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS,PART 1926 SUBPART P,AS AMENDED. :5 V
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6) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. In
7) IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES,HORIZONTAL OR VERTICAL,FROM A GAS MAIN,THE Z�
CONTRACTOR SHALL INFORM GAS COMPANY. 0 0
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8) ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS,HIGHWAYS,OR PUBLIC RIGHTS-OF-WAY ARE
RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT ' (w�eed� al�
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AGENCIES AND UTILITIES AND INFORMING OCCUPANT OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. V v
9) RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF li■ z 'J
THE PUBLIC,THE WORKERS,AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE
WORK
BEFORE YOU OI43I
10) CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS CALL 1-800-632-4949 Z 1: z
EAI-(ELECTRIC,TELEPHONE,GAS,CABLE,ETC.)AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
N.C. OITN'S THELAwI NTER � � Q
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1 1) CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
12 ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE,ACTUAL INSTALLED QUANTITIES MAY VARY. O Q 1-111
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13) CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. U
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14) MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR HDPE AND CLASS III RCP.CLASS IV RCP SHALL BE USED WHERE
COVER WILL BE LESS THAN 3. Uj
15 W ALL NON-STANDARD DRAINAGE STRUCTURES(CB'S,H S,FES'S,BOTTOMLESS CULVERTS,ETC.)WILL REQUIRE SEALED 20 0' 20 40 80 0 0
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