NCG160231_COMPLETE FILE - HISTORICAL_20190405

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
HISTORICAL FILE
0 MONITORING REPORTS
DOC DATE
o any � �Y�S
YYYYMMDD

Central Files: APS _ SWP
4/4/2019
Permit Number NCG160231
Program Category
NPDES SW
Permit Type
Asphalt Paving Mixture Stormwater Discharge COC
Primary Reviewer
corey.anen
Coastal 5WRule
Permitted Flow
Facility
Permit Tracking Slip
Status Project Type
Active New Project
Version Permit Classlfication
1.00 COC
Permit Contact Affiliation
J Bailey Watkins
PE
701 Corporate Center Dr Ste 101
Raleigh NC 27607525;
Facility Name
�9 EO P IN / r"' fi'"1
f"_ t #
Major/Minor Region
FSC Kenly Asphalt Plant
�(
Minor Raleigh
Location Address
APR 2(119
County
1475 Johnston Pkwy
QFN t'}�FNir Fii,�
Johnston
Pi/ IR fitVION
Facility Contact Affiliation
Keniy NC 27542
J Bailey Watkins
PE
701 Corporate Center Dr Ste 101
Owner
Raleigh NC 27607525,
Owner Name
Owner Type
Fsc II LLC DBA Fred Smith Company
Non -Government
Owner Affiliation
J Bailey Watkins
PE
701 Corporate Center Dr Ste 101
Dates/Events
Raleigh INC 27607525
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice issue Effective Expiration
413I2019 1/14/2019 4l312019 4/3/2019 9/30/2019
Regulated Activities Requested /Received Events
Asphalt paving mixture production RO staff report requested 1128119
RO staff report received
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
Mill Creek 27-57-18 CASW 03-04-06

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
Mr. J. Bailey Watkins
Asphalt Division Manager
FSC II LLC
701 Corporate Center Drive, Ste 101
Raleigh, NC 27607-5252
Dear Mr. Watkins:
NORTH CAROLINA
Environmental Quality
April 3, 2019
Subject: General Permit No. NCG160000
FSC Kenly Asphalt Plant
COC No. NCG160231
Johnston County
1n accordance with your application for a discharge permit received on January 14, 2019, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
1lnviromriental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except upon approval of the Division
of Energy, Mineral and Land Resources (Division). The Division may require modification or revocation
and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Water Resources, the Coastal Area Management Act, or any other federal or local
government permit that may be required.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream buffers, from
portions of this site that have been constructed after July 22, 1997, must meet diffuse Flow requirements
per 15A NCAC 213 .0233(5).
Q
�� North Carolina Department of Environmental Quality I Diviston of Energy, Mineral and Land Resources
z:,-e--DE-
512 North Salisbury Street 11612 Mail Service Center I Raleigh. North Carolina 27699-lb]Z
ga-
/� 919.707,9200

If you have any questions concerning this permit, please contact Shane Strickland at telephone number
(9 [ 9) 707-3647 or by email shane.stricklandp
ncdenr.ov.
Sineerely,
for S. Daniel Smith, Interim Director
Division of Energy, Mineral and Land Resources
cc: Raleigh Regional Office
Stormwater Program Files
Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160231
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
FSC II LLC
is hereby authorized to discharge stormwater from a facility located at
FSC Kenly Asphalt Plant
1475 Johnston Parkway
Kenly
Johnston County
to receiving waters designated as Mill Creek, class C;NSW waters in the Neuse River Basin,
in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts 1, il, III, and IV of General Permit No. NCG160000 as attached.
This certificate of coverage shall become effective April 3, 2019.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 3"d day of April 2019.
for S. Daniel Smith
Interim Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

W_t-r 1(0oz3 C
Division of Energy, Mineral, and Land Resources
Land Quality Section
National Pollutant Discharge Elimination System
Environmental
Quality NCG160000
r ►.
NOTICE OF INTENT R (�
National Pollutant Discharge Elimination System application for coverage under General Penmit Y E `� E I VED
NCO150000 for STORMWATER DISCHARGES associated with activities classified as: JAN 14 2019
SIC 2951 The manufacture of Asphalt Paving Mixtures and Blocks, DENR-LAND QUALITY
And, Like activities deemed by DEMLR to be similar in the process, or the exp67tW6AjWR PERWTTiNG
materials, intermediate products, final products, by-products, or waste materials.
(Please print or type)
1) Mailing address of the ownerloperator (address to which official permit corresoondence will be mailed):
Name FSC II I.I.C. dba Fred Smith Company
Owner Contact J. Bailey wahine, PE
Street Address 701 Corporate Center Dare. Ste 101
City Raleigh State NC ZIP Code 27607-5252
Telephone No. 919 582-3580 Fax: 919 $62.3581
E-mail Address ba40yWatkimCfrodsmlthcampanyrret
2) Location of the facility producing the discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Email
FSC Kenly Asphalt Plant
J. Bailey Walkins, PE
1475 Johnston Parkway
Kent' State NC ZIP Code 27542
Johnston
919 582-3580
ballay.wadies®fredsmithcomparry.net
3) Physical Location Information:
Fax: [phone]
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Truckslop Road Exit in Kenh (SR 2399) off 1-95, north Io Johnston Parkway,
(SR 2390) turn right (east) on Johnston Parkway and travel 0.66 mile to site (on left)
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this applicatim.I
4) Latitude 35.35'10.0'N Longitude 76•aW17.5"w (degrees, minutes, seconds)
5) This NPDES Permit Application applles to which of the following:
❑ New or Proposed Facility"
❑ Existing
Date operation is to begin 2018
*If this new or proposed facility is located in one of the 20 coastal counties. please contact the appropriate DEMLR Regional
Office (see page 4) to determine if a State Stormwater Permit is required prior to construction.
Page 1 of 5
SVVU-231-030909 Last revised 9110/14

NCG160000 N.0.1.
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
sic code: 2 9 5 1
7) Services and Activities
a) Provide a brief narrative description of the types of industrial activities and products
manufactured at this facility: (include a site diagram showing the process areas and location of
activities present at this facility.) The production of asphalt concrete and the associated activities that
accompany this production will occur at this facility
b) Check all activities conducted at this facility.
❑ Outdoor stockpiling of materials
Storage of raw materials
0 Storage of materials in above-
ground tanks
0 Material Loading and Unloading
8) Discharge points I Receiving waters:
✓❑ Transport of materials by a conveyor
or front-end loader
❑ vehicle and equipment maintenance
❑ vehicle or Equipment Washing
0 vehicle and equipment fueling
How many discharge points (ditches, pipes, channels, curb and gutter, swales, etc.) convey stormwater from
the property? 1
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Tributaryof MITI Creek _
If the site Stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). wA
Receiving water classification (if known): C; NSW
List discharge points (outfalis) that convey discharge from the site (both on -site and off -site) and location '
coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan.
Stormwater Outfall No, 1 V� I �E V
Latitude (degreesiminuteslseconds): 35°35'16.8"N N f.
Longitude (degrees/minutes/seconds): 78"08'26.0`W W -rj_Z:11W _2%_5�_ t 0
Stormwater Outfall No. J lS
Latitude (degrees/minutes/seconds): N
Longitude (degreeslminutes/seconds): W r
Stormwater Outfall No.
Latitude (degrees/minuteslseconds): N
Longitude (degreeslminutes/seconds): W
Stormwater Outfall No.
Latitude (degreeslminuteslseconds): N
Longitude (degreeslminutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfalt No. only
Latitude (degreeslminutes/seconds): N
Longitude (degrees/minutes/seconds): W
Page 2of5
SVVU-234-030909 Last revised 09/10/14

a --
NCGI60000 N.O.I.
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degreeslminutesfseconds): W
9) Does this facility
a) Have an untreated wastewater discharge? © No ❑ Yes
b) Have a treated wastewater discharge? R No ❑ Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? e No ❑ Yes
If yes, list the permit number
d) Have a non -discharge permit? R No ❑ Yes
If yes, list the permit number.
e) Discharge wastewater to a municipal wastewater collection system? ❑ No a Yes
If yes, list the municipality and permit number Town of Kenly, Permit No. W00039870 _
Note: Stormwater discharge permit NCG160000 does not authorize the discharge of any wastewater.
If this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit in addition to coverage for stormwater discharges under NCG160000.
10) Does this facility employ any best management practices for stormwater control?
❑ No d Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describwStounwater wet pond collects and treats the stormwater from this facility and outlets to an
existing conveyance to Mill Creek
11) Does this facility have a stormwater Pollution Prevention Plan?
❑ No IN Yes
If yes, when was it implemented? October 2018
12) Are vehicle/equipment maintenance activities occurring at this facility?
e No ❑ Yes
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
R No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
R No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
d No ❑ Yes
d) Is hazardous waste stored in the 100-year flood plain?
11 No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b, or c , please provide the following information:
Type(s) of waste: _
How is material stored:
swu-234•03ogo9
Page 3 of 5
Last revised 09110/14

NCG160000 N.O.I.
Where is material stored:
Now many disposal shipments per year:
Name of transport t disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.66 (1) provides that:
Any person who knowingly makes any false 9tatemeni, representation, or certification in any application, record, report, plan, or Other
docuroent flied or required to be maintained under this Article or a rule Implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Articie; or who falsifies. tampers wdh, or knowingly
renders inaccurate any recordfrig or monitoring device or method required to be operated or maintained under this Article or rules of the
(Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. i understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit. I certify that I am familiar with the information contained in this application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: J. Bailey Watkins, PE
Title: Asphalt Division Manager
,"fir' �o l
(Sig6ature of plicant) (Date Signed)
This Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDEQ
RECEIVED
DENR-LAND QUALITY
STORMWATER PERMITTING
Page 4 of 5
SWU-234-030909 Last revised 09/10/14

NCG160000 N.O.I.
Final Checkllet
This application will be returned as incomplete unless all of the following items have been Included.
Please do not ask us to "hold" an Incomplete application In anticipation of a check under separate cover.
® Chuck for $100 made payable to NCDEQ
® This completed application signed by the applicant, and all supporting documents
® A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
(corresponding to which drainage areas), (d) runoff conveyance structures, (e) areas where materials are
stored, (f) impervious areas, (g) site property lines, (h) vehicle and equipment maintenance, blasting,
painting, and washing areas, and (i) location of activities listed in 7b.
® Copy of county map or USGS quad shoat (preferred) with location of facility clearly marked on map
Please mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North. Carolina 27699-1612
Please note:
The submission of this document does not guarantee the issuance of NPDES permit coverage.
For questions, please contact the DEMLR Regional Office for your area.
To visit our website please go to http:11portal.ngdenr.orp/web/lr/stormwater
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
707-9220
Page 5 of 5
SWU-234-030909 Last revised 09l10114

QWithersRavenel
Our Peopte. Your Success.
115 MacKenan Drive
Cary, NC 27511
t: 919.4693340 1 f: 919,467.6008
TO: NCDEQ - DEMLR Stormwater Program
512 N Salisbury St., 91h Floor (Archdale Bldg)
Raleigh, NC 27604
WE ARE SENDING YOU ❑ Attached
THE FOLLOWING ITEMS ❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
01 A 1.2019
2170571.0
0110M
Susan McCoy
919-707-3640
Fred Smith Company - Kenly Asphalt Plant
❑ Under Separate Cover via
❑ Prints ❑ Plans
❑ Change Order ❑ Diskette
❑ Samples ❑ Specifications
❑ Other
1
NCG1600GO - NDPES Application
1
$100.00 Fee
1
Site Plan Set
1
Quad Map
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS:
❑ Approved as noted
❑ Returned for corrections
❑ Other
11
Resubmit
❑ Submit
❑ Return
❑ PRINTS RETURNED AFTER LOAN TO US
copies for approval
copies for distribution
corrected prints
Please contact Dale Werenko or Amy McDonald at 919-469-3340 should you require additional information,
r•
1 A t 4 rins
f7�iY L 4 Z !J
QUALITY
§1()RbdtA61ER PERMITTING
COPY TO: File SIGNED: Amy McDonald
If enclosures are not as noted, kindly notify us at once.

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ge OWNER Fsc II LLC DBA Fred Smith
Sal �'' Company
FACILITY FSC Kenly Asphalt Plant
- COUNTY Johnston
DEQ REGION Raleigh
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ZONING:I-P / i/ ��'� I/ s4/ 00 COVER SHEET
= SUMMARY INFORMATION
//// �� 11//� /+Y 01 EXISTING CONDITIONS PLAN
DEVELOPMENT NAME: FSC KENLY ASPHALT PLANT / / / / �// ,/,','ii
' / / 11 02 SITE AND UTILITY PLAN
LOCATION: JOHNSTON PKWY I I-95 /// � ///// / / /
TOWN: KENLY(ETJ) / Q r/ / /
TOWNSHIP: BEULAH 03 GRADING&EROSION CONTROL PLAN
ACREAGE: 10.406 AC /// c, 1//! / / //
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PARCEL: 265607 59-9638 / / Cy/ /1/
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%OF IMPERVIOUS SURFACE: 51.6% �' /%' / / / /
/0/ / / / 07 EROSION CONTROL DETAILS
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ES CURVE DATA TABLE 1. THE EXISTING BOUNDARY TOPO AND LINEWORK SHOWN ON THIS \ \ c F I ►l !11/ /\-' /i tp l ' // // I /� l / /
PLAN IS FROM AN ACTUAL SURVEY BY JIMMY BARBOUR SURVEYING, \\ 0, I APPROX.LOCA771 NOF 16'A 11 1/1 / [ /1c f s / / // / //
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING N. INA •ERLJNE(S ALEDFRO 3 ' ' / / / / ' /1 /
21 S.SECOND ST,SMITHFIELD,NC ON NOV 1,2017. a I JOHNSTON COUN GIS DAT J 1 d ' l 1 I/ // / / / I I -
Cl 4454.00' 433.44' 433.27' S30 1748 W 2. EXISTING UTILITIES SHOWN ON THIS PLAN SHOULD BE CONSIDERED GRAPHIC SCALE \ �' i I l I f l 1 ! /1 ' ' /� / / �/ / '
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SITE-
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! SITE DATA
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! / DEVELOPER: FSC II LLC,dba FRED SMITH COMPANY (11 IA u •
/ \ SITE ADDRESS: JOHNSTON PKWY w
�� KENLY,NC 27524 C 0 '
a.
TOWNSHIP; BEAULAH CU y
.../...
/ / 19�y NC PIN: 265607-5EI 9638 > C7
/ ' SITE ACREAGE, 10.406 AC N
'• / �,". .� WATER DISTRICT: KENLY o
45 U
I~ APPROVED ZONING: I-P(INDUSTRIAL PERFORMANCE) = C ii
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EX©MN 11 r - / SITE IMPROVEMENTS: r mmo , F1
! SOP T7366 . -.''�S ` W PROPOSED SITE USE: ASPHALT PLANT INDUSTRIAL
Q�� INV IN 165.47 �� `_ �l {INDUSTRIAL)
%- ' !NV OUT W5.37 - -EXSAhf`�• ��� PROPOSER BLDQ.INFORMATION: OFFICE: 14 X 56'(764 SF) �' °;
G�PS1$Sp 35� �R ' ` =5�� _• 'u4.1
� LABORATORY: 14'X 56'[784 SF) v °'
-� Ste! �� EX SW 12 MCC: 12'X 24'[288 SF; _
���,aD NN `p� SPj� �� �_ SS �� TOP 172.97 TOTAL GFA: 1,784 SF �J •�
S�� 13c ----is,• / - ~ w _� `� _SS fNV(5J f66.76 PROPOSED PARKING: + - C N
EX 5MN 10 ¢G�g61 E54'f l� �▪ i w w w � �, �- �,�,,. II f1�T4'ONT 166.17
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INV!N{EJ 164.42 S 'lTOP 175.07pg 1 spa-S�/ l ' w w ,� f �� �� �- �_ �_ - *5 TOTAL EMPLOYEES(LARGEST SHIFT)
!NV IN(S)ifi8.55 �11Ly� yy56GyC w ` ..„� �. '�.- ASS �` 10 SPACES REQUIRED a,
fNVOUT 164.48 1Q 2d ��� --�"^� _ - •^ ~ ' ~ -� --� �`� -w 10 SPACES PROVIDED
�•� • 0,0' o ---1-700 2aBFFER w w_ w 1 r SSca
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r �- r� wqC� `' \, �" �ExsRN ` 'HANDICAPPED PARKING REGULATIONS c
C • �' ce• -m-13 �' ZONE OFFER w w w - -�� ` _ `^`� S`�WE1 `EXisr SgNirgHyp •
*1-25 PARKING SPACES liklik
SEA P �n` A o _•1 , . -__--` _ rSS ,UBI�OS� 1 SPACE REQUIRED i
E'(`5� •i` i r f r r �J 1 w •�� -.. _ •~ ` ` �`�- �EASEME�r EX SMN f3 1 SPACE PROVIDED
y / / OF -Y'� Y . • • \. \ \ �'5S...„,_ ��s r0, PG TOP 174.69 ~
-a r - - - ` if N
22?JASPHALT PLANT SHALL BE APPROVED AS A STATIONARY FACILITY OR PORTABLE FACILITY
�` us ' / 7
. . �� w w ASS INV1N 167.48 (PROVIDED BY OWNER)
`Fa+ �� CHAIN LINK FENCE WITH ---
3-WIRE ` = • 7 71079UL 16745
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y0��Q` .�� �r•r � \ r `` w -_ \ \• ~ `•_ "•-,. N. INSTALL DOGHOUSE ' -` S - INV IN 168.36
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SIDE CHAIN-LINK FENCE WITH ~- TOP op ea 4,, act ' '�` \ E �ANSEWER j
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\ \\ • _ �� �r : • . . .. . MAGNET •1 • � l jam?] TRIANGLE �. f 2/ •• • -' I { // / \ N OtfVEY R •CAL TANK . d �.- f 11 / /
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j 0170571 MAP
•
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\ \ • e CRUSH R FUEL TANK :. r / / Date Designer
I
'� 11:23.
O/2017 MAP
�! (•) /
.. 6'Rx48' `s�: RxdB`ASPI ASPH0.ALT '
® CEMENT TANKSa I /
•'\ \\ FUTURE SECONDARY I o 4.7 • ' / ( ' 000 �N �'•A/}� °0 a
" _GENERA_L SITE NOTES J
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•
a r \ TANK CiQ1VTAINMEIVl. •, i/\ oo °°°°°°°° °°
ENTRANCE GATE / I oo °° °°°° / °a°1. ALL CONSTRUCTION SHALL BE:iN ACCORDANCE WITH CURRENT TOWN OF KENLY STANDARD SPECIFICATIONS AND DETAILS. �. �. \�; � �, �, (BY OTHERS) e z� &Ess'b °..�y2. THERE ARE NO WETLANDS LOCATEp ON THIS SITE PER A WETLANDS DELINEATION PERFORMED BY WITHERSRAVENEL ON 10123I2017.
• \ ' RAP BINS ® I I " � ,
3. BOUNDARY IS FROM AN ACTUAL SURVEY PERFORMED BY JIMMY BARBOUR SURVEYING ON NOV 1,2017. / ''`' ,� ! 1 .. a SEAL e
4. THERE ARE NO FEMA MAPPED FLOOD PLAINS LOCATED ON THIS PROJECT. 0 \ ] �`�' I / �' I , II ' / ' I ' I n e 26495 a g
5, CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.LOCATION OF EXISTING UTILITIES N. \ ,`N / ` . , I el, �.. o e
/
a SHOWN ON PLANS ARE BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. 111% ° G� ° o"
6. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY_ ` • �' GRAVEL �' Si r / 1 I '°° 4 °°° e �
s 7. ALL WORK MUST COMPLY WITH NORTH CAROLENA STATE BUILDING AND HANDICAPPED ACCI:SSEBILETY,VOLUME 1C.
" ARE APPARATUS ACCESS ROAD SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE LOAD OF A 75.000 LB FIRE APPARATUS -�.'N - r ~Q+ +u r , 10X70 SIGHT TRIANGLE ' / %=• as APPROVAL ONLY
• 2 8. AND SHALL BE SURFACED SO AS TO PROVIDE ALL WEATHER DRIVING CAPABILITIES INC FIRE PREVENTION CODE SECTION 503.2,3). ` N ` \N FBLACE ALONG NK J r 1 ' I I SITE PLAN APPROVAL,ONLY I
- ENGINEERING SPECIFICATIONS ON THE GRAVEL AND CONCRETE ACCESS WAYS SHALL BE SUBMITTED AS PART OF THE BUILDING \ \ ` ti' 1 / /
PERMIT PROCESS. FRONTAGE = I / I ' Revisions
9. VAN ACCESSIBLE HANDICAP SIGN TO BE PLACED BEHIND SIDEWALK AS SHOWN. \ r ! A' I / I 1 TOWN COMMENTS& 12/14/17
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N' ;,• ! SITE PLAN APPROVAL
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r ' I j / J 2 TO TOWN FOR FINAL 1/25/18
UTILITY NOTES �/� r !
5 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST TOWN OF KENLY PUBLIC UTILITIES SPECIFICATIONS AND DETAILS \ ��► ;" I / f / r
z EXCEPT AS NOTED.
.< 2. EXISTING UTILITIES SHOWN ARE APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND ENTRANCE GATE `• �• 4 '
SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION (BY OTHERS) =
3. MINIMUM UTILITY SEPARATIONS:WATER AND SEWER:18"VERTICAL CLEARANCE FROM TOP OF SEWER TO BOTTOM OF WATER OR 10' /APPROXIMATE L AT » J10'x70'SIGHTTRIANGLES '
/
HORIZONTAL SEPARATION. WATER AND STORM;12"VERTICAL CLEARANCE BETWEEN WATER MAIN AND STORM SEWER AND STORM: it 1 OC !0N of \ ti,•. I (PARTIALLY ON SITE) 1
C P&I.EASEMENT.SEE D8 •111 1 '
L 1 EI"VERTICAL CLEARANCE OR FERROUS PIPE SPECIFIED FOR SEWER. \ 871,PG 359;PB 68,PG 33 } I
i / / /
1 4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTMTIES AND UTILITY RELOCATION/INSTALLATION WITH UTILITY S '
5. CONTRACTOR SHALL INSTALL TRAFFIC RATED CLEANOUTS IN GRAVEL AND PAVED LOCATIONS OR WHERE PROTECTION FROMCOMPANIES..
APPWATER LL NCAE SCANLEOFD FROM e
VEHICULAR TRAFFIC IS WARRANTED, GRAPHIC SCALE !JOHNSTON COUNTY GIS DATA) 3 I / / /
6. ALL WATER MAINS AND HYDRANTS SHALL 13E INSTALLED AND OPERATED AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ONSITE. so 0 25 50 100 r NOTE:BUFFER IMPACTS TO BE APPROVED PRIORS ! ` 1
Y 7, WATER AND SEWER SERVICES SHALL BE INSTALLED A MINIMUM OF 5'OFF EDGE OF STREET PAVEMENT OR SIDEWALK. 1 / ,i 1 ' '
w
S. SEWER MANHOLE RIMS IN OUTFACES SHALL BE AT LEAST Z4"ABOVE FINISHED GRADE. TO CONSTRUCTION W[THI E RIPARIAN R
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i% Rip-Rap Velocity Dissipater Pad Design Chart-12.14.2017 FSC KENLYASPHALTPLANT Sediment Basin Design Filter Basin Skimmer Orifice Calculations
' i - o ,, STRUCTURE# PPE DISCHARGE VELOCnY VELOCITY LENGTH ENTRANCE WIDTH EXIT WITH THICKNESS CLASS I10� 7.22 mlhr Orifice Equation Q=Cd A•I12� �^�1�2� o
i OIAON) 10W(CES) (ENTRANCE) (EXIT) (FT) (F1) (FT) (II) STONE i ,- 8.19 in/hr
/ 10w(FT15I iOw(FT/S) _ „ L c
/�� a FES1 18 B.5 4.7 1.5 12 4.5 13.5 18 1 Surface Surface Sediment Calcwlated 61
/ Drainage Denuded Volume Volume Basin Actual SB-'I
/ / / / J FES20 30 322 7.7 2.2 20 7.5 22.5 18 t - g Denuded Area Area Basin Width Storage Weir Clio Q26 I C `�°
/ J - _ AIDissr rsshallhave4Emerfabricun ners. Basin No. Basin Type Area Area Area C Required Provided I Required Provided Length (ft) De Lan Weir Variables Contttants
/ i i� i / (ac) lac) t�i tdi (>� I� _ (It) lfil Length I�sI ( 1 Basin Volume: 12,600 CT g= 32,2 ft/sa tU
/ ice' '- - �' PorousSB 1 SKIMMER 7.00 7.00 0.50 12,60D 38,404 12,469 12,800 160 80 3 27.0 30 25.3 28.7 Head: 0.25 it Cd= 0.59
r / _ '� Baffle Area Chart -
/ i I .. - ' Total Basin Inlet Zone First Chamber Second Chamber NOTES: Draw down time: 72 hrs 2592D0 sec 3 days MIN
/ -- ' ,. --, 1. 1'of freeboard is prouded for each Basin(4.0'Total max depth).peanaut Basin when 1/2 full. 120 hrs 432000 sec 5 days MAXliR •
I� , . / / r '' i Basin# Surface Area(st) Baffle Area#1 (sf) Baffle Area#2(Sf} Baffle Area#3(sf} Outlet Zone(sf} 2.**Weir length based on 025 flow through spillway with 0.5 It maximum depth ram.,
ir� -- / - 3.Required Volume For Sediment Basin Based on 1800 ctlac`DA cY
/ /"�/ i ' 35% of Total 25% of Total 25% or Total 15%of Total Orifice Area = 0,020534 5f 2.956876 sq. in MAX
/ / / / - -� -- - /' --� / { ) ( ) { } ( } Bd 435 flt 'Q2n sS/ / ii'
! J i yI -f75' ���' / __• 5.Time of Concentration(Tc)=5 min C as •
SB-1 12,600 4,480 3,200 3,200 1,920 q a)
i / / i i "- - f7 J- ` / t3rit�ce Diameter= 1.94 in (MAX) 1.50 in(M!N} t A C �;
V 1 r0
/ - - - - '� '' _ - ' 1 ~ ' T PIPE SCHEDULE Orifice Radius= 1,0 in (MA) 0.8 in(MIN) L - o
/ _ - 2;7 1.5' 'L� Aj
_ i �. - '- _ - -
DEPTH
�� �' F `pPo I t `' ` DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM SIZE LENGTH USE 2 INCH DIAMETER ORIFICE (MAX size for 3 day drawdown) CD ci
1LR� / 173_._ _ \ , .- }.. 1 . INSTALL NORTH AMERICAN SLOPE MATERIAL
�_ r RP / - - - - _ GREEN S150 CHANNEL LINER STRUCTURE STRUCTURE INVERT INVERT (IN) (FT) USE 2 INCH DIAMETER ORIFICE (MIN size for 6 day drawdown) °;
-- S"�`. J' i i J / - ---\ N ,I=2'-�I' OR APPROVED EQUAL PER - = a) �c
G P i _�► - , \ MANUFACTURER SPECS. FES1 DI 2 177.28 177.62 18 70 0.50% RCP NPDES STABILIZATION CHART C -1
r -- p ' ✓ i s 1 \ I r \ SEE SHEET 6 FOR DETAIL * . x •`
S f3 / / i r I I \ / DI 2 DI 3 177.82 179.21 18 278 0.50% RCP a F � _. �- , ,� � :. , •' C u
___
/ _ ` �• % - - PERMANENT DIVERSION DITCH TYPICAL SECTION - - - site Area Stabilisation Stabilisation Time W z
____
/ N `'- J • ---- -- :-, \ N.T.S. DI 3 DI 4 179.41 182.24 18 176 1.60% RCP Description Time Frans Frame , 3
/ / - I ° 7dsyt None FES-20 FES-21 171.80 172.40 30 93 0.65/ RCP y i \ ter• ? `, `
/ - -' / I f �.. 2 5U \ r -� // / `�� and dopes
` N \ \, • Quality IS c
_ i i 171 I \ I -7-.... -_- .- y t Wean'(HQW) 7 days None
i ` ' i ~' J r Z E4 iJFF1 R \ 172` �f s _ '�/ / DAM
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•
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l �" l -770 \ yf � J � �� y \ _ � urea 3:1 7 aot steeper than 2:1, .ter
�" - - �� - 1169i -- t. W days owed-
,1A% / / / OF J` �+•� _ .�� �172 \ \ 14 ataall
i �' / /~ter `:: /' % J - -�.' �.. - Tf 6. `�� - _ ` `_ �- 3i 3:1 or
7-deys fQr elgpoi
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r�'S\ �'>s • Barter �d days $P�1°rt Opt
J / .---7 ----
• ✓' - -- -•�" _ pF B -�• r ��_ _Nk `�` N \ w 1.
/1�� / ` / v / - ^ ^�/� `.', r �� -C�_`i I _ '- --- !• ,- - `\ \^ - ♦ \ / \ r \ \ ~ • All other areas None
/ - ^ ,% /� l _ r \� \ -`- _ _ • '' aPifh dopes gar I4 days Yar
-
/ ^ //' �f / ARMOR SLOPE WITH a!w' . 1 `� rr/i than 4 1 p atom and
JMILL CREEK soft', I (except
/ o / ^ - / ---......= ZOIGE ` - - - - _ •� rL1M QF SURVEY- NQW Zone
/ / /•� �j/� i rCLASS-1 RIP-RAP Y - _ _ r
/ ' • i iR-ate - - - - _ - �/ �. \ ! r fr fr \ �ttatwian of time may b by p
/ '�� / // % / r/ - - ggtl F•a_ ��s x _ �• � % - - 1 I -- band on weber or other ske-Specit-l&makes that nados compliance Z
l ( / _` �/ 1 LIMIT-OF CLEARING _.. _- __- lr �., / _ \, / I \ f i\ ; l impracticable."(Section lT,
I / i'/ .`•% / / ` r, -y'� _ _ 7: �F \ / " �_ _ -� _ / I _ \ ' \\ i { I ! ‘j 4\ j !.�
/ / / ��(1/ / _ _` �` /� 1l`�^-^ S a ''`_ J4 �, \ \ ` MILL CREEK \ a `t,____ f- 1 I '1 r�� t t 9 S 4� \
r �/� i 11r :::1 �� •� 16 5'`' l ^ v4�:97 - : / FT4 11 \ ` $R��R- ti�4' \ 1 I ', ENU(�F7RTE+ j I l �\ I r ! Q
\- SILT FbNCE _ 17'.44. :•��! - - 16:. / 1 .\ / roaof J� '4 / cn ''. 1 y 1 1 !r Z
'� : � _ .,� firs- 1 ` �- _ \\ 1 1 / 1 }�
•fir \ '7B MAID E /
\ B�OUTtETS J - 4 y 1T23 t'. { ( � ` v / �. 8 0 \ co I /'� \\ •i I
169- - \ -A/ /- 1 .-40'p1. �-- -•. `. --� ` �.7 "�% �--.-N t- ,. �. -� I I I (Pe17s r � 1 l 1 i{ \ i I I 73
SKIMMER y GN -lib -- ` ` \ / \\ / / ''/ I I ! 1 Y \ - I I o
/ ` .� mow` �,� . "�'� \ / r` \ ti ` i r' 1 \ 1 l ! ' l
/ _^-• ,..----,./ / .a r ` - v 1� �_ PERMANENT •DIVERSION DITCH WITH Or:)r \\ / 1 / / } I I I
4 f 77 ,,. ` I / / J t I 1 \ // _--770r, i i : ; - . :. (SfE SHF�E T / I
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ADDITIONAL NOTES AND DETAILS / ��' +V: : ' AP STD / 01 ram :; ,f ..cri -,..., _i__ 1, I I�, j �c
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TOTAL DENUDED AREA-8.0 AC / \ \ N / ir18A.5D Iill'''.
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FINANCIALLY RESPONSIBLE COMPANY: FSC II LLC,DBA FRED SMITH COMPANY ' \ / . \ / � _ 'Ip , 1 i h
IMPERVIOUS SURFACE AREA-5Y4 AC \ \ W ) J �l
} \ PERMANENT DIVERSION DITCH /: / :> .• t «a T J J
6105 CHAPEL HILL RD AREA TO BE STABILIZED WI VEGETATION-4.6 AC / �\ \ • /. ' / ii " t,, m ! / 1
�! NORTH RMERfCAN GREEN 5150 LINER. \� �� e 2 � , r = f]�, .r f / J
RALEIGH,NC 27607 �u �m +. a 1 1 / 1� /
Job Na. Drawn By
TO DIVERT OFF-SITE WATER TO Di 14 !1
919-582-3580 , / . ��, / / 02.170531 MAP
/Bf �"` r.. y. .... \, / 1 f Date Designer
ATTN:BAILEY WATKINS,PE GENERAL NOTES-EROSION CONTROL ` \ F+p --- : • ` .. - ' TEMPORARY ( i I / , , 1vsp�2o�� g MAP
u. \ \ 1 r :/: CONSTRUCTION
\`�'fiF�T ` 1--"•t ,`\ 1\ r,•r :/ • / �• .- ' a • f+•
2. 1. ALL LAND DISTllRB1NG ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH NCDWR-DEQ STANDARDS AND PRACTICES: \ ',F.!. ... '!.t;' ENTRANCE // ' / /-
_.- \ as°°acco
DESIGNER/ENGINEER: WITHERS RAVENEL, INC. 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHOWN ON THE �` -•'....., �\ f / 1II, 1 I '/ r / og,''' °Q000°°
115 MACKENAN DRIVE APPROVED PLAN ACCORDING TO DETAILS ON SHEET 6 AND NCDWR-DEQ REQUIREMENTS. \ Di 10 �':\ `I,4 S'' / // / / / / / °° �+N PPPOPP°
CARP,NC 27511 3. CONTRACTOR SHALL MAT ALL SLOPES 3:1 OR GREATER AS REQUIRED BY NCDWR-DEQ. \ \\ .� \, IPfli 1 I `/ / / o= ° of SE7 P�' o
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[phone] 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED ACCORDING TO GROUND STABILIZATION REQUIREMENTS BELOW FOLLOWING _ • \ \ • 164.50 / 3 I r ;f 1 f •I I / 1 f I I \ 4 S Q SEAL o
COMPLETION OF GRADING.PERMANENT SEEDING, MULCHING AND GROUND COVER SHALL BE APPLIED TO THE SITE FOLLOWING COMPLETION OF e °
N CONTACT: DALE WERENKO,PE \ / •\ i t 1 1 / \ d • a
o CONSTRUCTION WITHIN 15 DAYS. .• \ ��LIM1T OF t .�! !)/
I 1 /1 e 26495a
N \ \ / / _ .\ \ NEWLY EXISTING ROAD GRADING / °�' DEVELOPMENT TYPE: PROPOSED ASPHALT PLANT 5. SEE SHEET 6 FOR CONSTRUCTION SEQUENCE AND DETAILS OF THE SEDIMENT&EROSION CONTROL MEASURES SHOWN ON THIS PLAN. \ * / CLEARf NG r j ' i 1 COMPLETED SY OTHERS l I 1 _ °pz- 6, TEMPORARY SEEDING SHALL BE USED TO STABILIZE ANY DENUDED AREA THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 21 CALENDAR DAYS. \ r / P I 7v4' P e
SITE AREA 10.406 AC \ 187 :: t r li I r:. 1 II+� IfIrrI °4 °° ° Oq•°G 7. PERMANENT SEEDING SHALL BE USED TO STABILIZE PERMANENT FINE GRADED AREAS THAT WILL BE NOT BE PAVEMENT OR GRAVEL. PERMANENT SEEDING \ \ \ I Po P° °
MAY ALSO BE USED ON ROUGH GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE, AREAS TO BE STABILIZED WITH N -•-,... \ \ LIMIT OF SURVE_Y� "' ~--- 4• 9 ht �'- I�/ �`N I / 1 I I D° a ° p9•oo6 ,
"R PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED. \ 1 'I+ r•r J /' /\ \ \ 789�... l r1. I r: / /
g 8. SEE NOTES ON SHEET 7 AND THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR TEMPORARY AND PERMANENT SEEDING N \ ` •' j ,' / 1 / SITE PLAN APPROVAL ONLY
NOTES,SPECIFICATIONS&REQUIREMENTS. \ \ ~ I I" 1 / �' / /
1 / ' !/ I 1 3
PERMANENT DIVERSION DITCH WITH + ��
Z IMPERVIOUS SURFACE AREA CALCULATIONS \ \ 1 r f 1 I / 1 1
AGGREGATE AND GRAVEL AREA: 4.7 AG
` \ NORTH AMERICAN GREEN 5150 LINER � u ♦ j r /,„
/ I / / 1 Revisions
° 0.6 AC GROUND STABILIZATION REQUIREMENTS TO DIVERT OFF-SITE WATER TO DI 10 F o
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1~' LIMIT OF CLEARING / I % // l / / 1 TOWN COMMIENTS& 12/14/17 SIDEWALKS&ASPHALT PAVING: \ x
a BUILDINGS AND STRUCTURES: 0.1 AC a. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO \ \ = ��% 14,� 1 r / / f / , / / ADD SHED
•
116-
u \ � °.r ``� � +' I 1 TO TOWN FOR FINAL
z THE FOLLOWING SCHEDULE: \ \ - w<< / r� l�l f /1 f f ! ' / / I / 2 1/25/18
° • ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL(3:1)SHALL BE PROVIDED \ M '1i1 r / / / SITE PLAN APPROVAL
i /
N TOTAL IMPI=RVIOUS SURFACE AREA: 5.4 ACj / / / / /TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST ^N _ \ \ \ , � rr/ A�rl / / / / •
'a LAND-DISTURBING ACTIVITY. \ /c, NOTE:SUFFER IMPACTS TO BE APPROVED PRIOR \ \ \ I % { , / �' y ' 1
° ° . R DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH R A5 SOON A PRACTICABLE BUT IN ANY \ \ = / / /
1°OF IMPERVIOUS SURFACE 51.6/° • ALL OTHER H GROUND COVE 0 S \ I ,. / /
o TO CONSTRUCTION WITHIN THE RIPARIAN SUFFER
` / i I / I .
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. N \ \ l 1 5 t' / /
o • PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 94 CALENDAR DAYS(WH�HEVER IS SHORTER) \ _ \ . . f I
- / / / / 1
04:FLOODPLAIN: NO100-YR FLOODPLAIN LOCATED FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,UNLESS TEMPORARY STABILIZATION IS APPLIED `- \ 1 f j'I' i / 7 !i I,
ON SITE PER FEMA FIRM PANELS b. CONDITIONS-IN MEETING THE STABILIZATION REQUIREMENTS ABOVE,THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY: _ \ l 1 I Ti i/ili
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3720655600J&3720265700J • EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE \ m ��•''' ! + • ' 1 I
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IMPRACTICABLE. STORMWATER CALCULATIONS �}} , } n °' DI4 :/ ; ._ co h i 9i1 / / / r
RIVER BASIN: NEUSE •• ALL SLOPES 50'IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1.SLOPES LESS THAN 50' 1 I /, /
/ / /
• SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1,THE 7OAY-REQUIREMENT APPLIES. PRE-CONSTRUCTION CONSTRUCTION POST-CONSTRUCTION I I r;f'' 'r -I i/7y' / / f/ / / //
Y ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT, II ,II / / 7 / 1
RECEIVING WATER COURSE: MILL CREEK • SLOPES 10'OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1. I I 1,1 i I d I / 1 -
Ile =
I STREAM CLASSIFICATION: C;NSW • ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER,OTHER METHODS,SUCH AS CHEMICAL STABILIZATION,MAY BE ALLOWED ON A CASE-BY-CASE DRAINAGE AREA: 1,194 AC DRAINAGE AREA: 1,194 AC DRAINAGE AREA: 1,194 AC I J ;`I;'�:r I'1 I ''f ! / r 1
Tc: 2.289 HRS lc: 2.289 HRS "' f:! I I f. 1 /
y BASIS. Te: 2.289 FIRS \ ' 1 / f / 1
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• FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED'HIGH QUALITY WATER ZONE'(15A NCAC 04A.0105),STABILIZATION WITH CN: 76 CN: 76 CN: 76 ,�•I / f:•: WOO
/ / / / ._
•t' SOIL TYPES: MARLBORO-CECIL COMPLEX GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST Q10: 1,073 CFS 010: 1,073 CFS 010: 1,072 CFS t::IT I'I f;f'; f �•� / 1
NORFOLK LOAMY SAND& LAND-DISTURBING ACT. 6 �, /
:1;1 f.14 1- f• • . / I i I / GRAPHIC SCALE Sheet No.
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s RAINS SANDY LOAM • PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION I;; j/ // ✓ / 50 0 25 50 100 /'�
MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED EBSC PLAN DR ADDED$Y THE PERMITTING AUTHORITY. NOTE:THERE IS NO INCREASE IN PEAK DISCHARGE STORMWATER RUNOFF FROM PRE TO POST CONDITION. ' ` ' / '/ l 1
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i j i ! j 1 i r. I ! I I ; I.,.. .,Ir. TOWN COMMENTS&
... ---- -#- •'--i----i - _ -_-t---.-- '---'- - ' - t -- - - 4 _ i _ �- _: -- - - i - -
T f I T- -1- i !- i f --r I 1 --f- I i - i I i 1 ADD SHED 12/14/17
I I I I 1 i ! L I -, � i I _ I I I i
CL r - ' GRAPHIC SCALE
TO TOWN FOR FINAL
.- Y a, i�E h in r_ r- - N c+I a, r c CD rn --io Cv rn 2 1/25/18
c+•� cm Cti? r`.. C7 r- m v, r� Y ►s"s N M cr r` ca rn U, +n u, ce) o s 0 2.5 5 10 SITE PLAN APPROVAL
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• 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+50 10+00 10+50 11+00 11+50 1 inch=5ft.
0
:`,; GRAPHIC SCALE
'.a -a STORM DRAIN PROFILE (FES 1 - DI 4) CULVERT PROFILE (FES 20-FES 21)
50 0 25 sa toa
la SCALE HORIZ:1"=50' SCALE HORIZ:1"=50'
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VERT:1"=5' VERT:1"=5'
1 inch=50 ft. . ..]
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ENERGY i>ISSIPATOR- MILL CREEK c
18'DEEP NCDO7 CLASS'B'RIP RAP C
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11111 OPEN1 II OPENI WITH GEOTELTILE UNDERLAYMENT ~' _ • 170
•
WEIR CREST:174.35(fYP) \ \ >> \ -� `- OFg K \ *ftib * I� ]
- � � _ _ 171N N • , \V
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MANHOLE STEPS \ \'
• ti
I�° (SEE NCDOT saoss _ _ - his �- -. ut ---
�� -' MAINTENANCE EASEMENT r ��.'�" ACCESS '� `-..;. N . 1 {f1
\ +- �a�• f 10 NTENANCE �' • _,. -_,
\ +�
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... \ i�'� EI P COLLAR '� N. '�
- CONCRETE ANTI S
�, �� -5EE DETAIL THIS SHEET _ - '` m T7!} Ct C(I)
CHAIN LI I 2
... _ ._._ �. -.. _- _\�- \ O-(a-gip- -.,-L q \ N. r ,- u� 7j O--(}-O-0=- NK FENCE +:
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NORMAL POOL:173.0 `� % 27 �� ;1111ibila
, 11. -+ �ra Ao�1 1 '`' `�, .-•,_._ ...�... �� `�. `.
- 1II" `6�� iNV� zSN �■1":111;;-111:0411::■t ---. --___:._ -- _.
-� .� °��• ��4'ORIFICE PIPE INV':172,0 . _. \ \�/ 4'x 4'RISER _ ��/r- . \ 'fo'DRAWDOWN PIPE TQ TURN 14 EMfERG1=NCY SPILLWAY:INV.=175.00 �I►A!• MDOWN 1`OUT5IDE STRUCTURE (MIN) 18" (REDUCE TO 10 WIDE UPON CONVER51dN -��q 178 \ ��� STRUCTURE ��` "��■� ti s+.___ : _
N IRS
it 1 7
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TO ESTABLISH NORMAL POOL F . OF SEDIMENT BASIN TO POND) tT .r /`�muk _ �.0■+ $ \\4'BOTTOM DRAIN INV:170.25 I 30"OUTLET INV:170.25 �" Iti/ti - 12+00 - '` `/�,�t��11111- 775. _- � \� �`
"01
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, • �1 rt STORMWATER WETPOND - _ 1st r•A --�•r
{. ; + •E -°;, ; •• d •.' tom-.- �c' , \ ��� FOREBAY OTTOM i67.� �,♦ i ;�1 `. °\
r- ` \ NORMAL POOL 173.0 --- 167.0-168.0 !�A,� q� -t I .
\\ "PORTION OF FOREBAY BERM TO BE
lom sib\
RISER 1 WALL ELEVATIONS - - \ �� ___ suRFAGEAREA=12,285 S CONSTRLICTEDPERFOREBAY �;E��,A ,lj�s ,
"- --•-._ FILTER DRAIN DETAIL - 168.0 - • .sue �,���,_ r 13+ \
NOT TO SCALE t��; -" _t80 S r■*/� ��;����.ry�: �,Il /`� ` a1 • \ z
POND BOTTOM -._ ���
1 ,�
MANHOLE RING
0 CLEARR NORTHEAST _ _.__ - _- ._ - _ -. `\ \ \ ►�i • 166.0 / '■`.� ■ ■ 4 ■ . r: - - -- , • J
CENTER OVER MANHOLES STEPS 4"DI LOW FLOW b �- - _`_ -.- _ _ n
6'WIDE VEGETATED SHELF AT 6:1 , \ ,�/ _ ~��_���■ /r■■� • • \� N. """ '
' 11 DRAWDOWNSECUREDTO Q
OUTSIDE OF STRUCTURE (FROM ELEV.172.5 TO 173.5)REFER /:� /�■�/�'�� r1q111111111 i
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TO DETAIL b N_ \ ij�`�� 17' _ _ �� 1����� �ii �� cirvii - 1"_
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(63 0 k. ,.,,,_ r/I��i♦r�--wing//■■. �- ER05ION CONTT3OL PLAN T u
\ -__ //I♦'�■� - • `� FOREBAY ENTRANCE TO BE GRADED t 1
NORTHWEST SOUTHEAST •�" 1 ' DEEPER THAN EXIT(TYP.) �r3 _
tin I--
`� 7j '� t� \ GRASSED SCALE Z
2"f6 OPENING fOR VALVE tgA' �\- \ \
:t---I STEM EXTENSION /lI Q,� \ \ �" \\ ` W
SOUTHWEST 1\o '•-\\ \ W St
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SLAB TOP FOR RISER DETAIL #4 REBAR 12"o.a EACH WAY `� _. ��s' �l \
ACONTINUOUS HYDROPHLIC \Bye �s . ., . U
NOT TO SCALE WATERSTOP .t85. \ i }9
410 L.,..
HANDWHEEL TO EXTEND 12"--- � s 4"SLAB TOP WITH MANHOLE ��� ‘ , \
ABOVE SLAB TOP - " ACCESS ALIGNED WITH \ \ i _ _ ._-- ..� _ ,, '[ ,,,,,,,,,‘,E`
q MANHOLE STEPS 30" I I ♦ \. i • .
PLACE MANUFACTURERS
CLASIS III , \• �c, GRAPHIC SCALE PER STEMACTURE SUPPORTS
& ,. I I CONTINUOUS ^D `�
RECOMMENDATION ` "' s •• RCP • I A w TERsTOPHLJC SCM #1 - WETPOND zo o a zo 40
4"DI THREADED CAP CLEANOUT OPEN 12" 300D PSI REINFORCED CONCRETE `
(4 SIDES)
a"xa"DI TEE&CLEANOUT COLLAR WITH 2-LAYERS#4 REBAR
4'DI LOW FLOW OUTLET SECURED TO OUTSIDE OF RISER WITH ""I AROUND PIPE(SEE DETAIL THIS 2000 PSF MIN.BEARINGZ
OPEN END 4"DI 5.4 8" I_ CAPACITY BENEATH COW4R 190 1 inch=20 ft. 190
STAINNLESS STEEL STRAPS(2)BOLTED TO OUTSIDE OF RISER BOX • >. ° �� _....1
AT NORMAL POOL I d2�' -� w
NORMAL POOL:173.� - - ELEVATION SECTION J
4'ORIFICE PIPE INV:172.00 MANHOLE STEPS TO - ~ ,,,� Ci-
l'INittoxik
4"DI THREADED CAP W12.0"0 ORIFICE g" ALIGN WITH MANHOLE KETED " i GRADEPROPO5ED GRADE XISTING--\
�w.
4"DI LOW FLOW OUTLET SECURED TO OUTSIDE (SEE NCDOT 840.66) r.-o 1 S4 ■ f
4"CAST IRON BODY - = CLASS In RCP " :�.' A rs 180
OF RISER"KEEP ORIFICE PLUGGED WHILE BASIN FLANGED NRS GATE VALII, ,,-_ f y^�c ' - Z
IS OPERATING AS A SEDIMENT BASIN INVERT 170.25 1 I :'' i i ` - -- ! ' 1
::.II . .. ::::. - -- .� 3 f�ii
J - - - ' f F : .c' 8'TOP OF DAM=176.50 __�
4"DIP BOTTOM DRAIN TO EXTEND TO 2' 12 MIN. *��/ :::::::.:::'::;'-v: GROlJT::- ' --- ""r�
f f _
�'I� gal. ;:::.;:,::::':?�_: -✓ R �j
BEYOND DAYLIGHT(TEMPORARY SKIMMER 4'4444 ' - CONCRETE Vi - �� �� :, i�, DlSS1PATOR PAD EME GENCY SPILLWAY-175 DO � �� 9 ] 110¢YR-NORf"'NORMAL POOL ELEV.173 Lam,
ATTACHMENT FOR EROSION CONTROL) 41 - - •�•.. . ...". .• ......
�. 1-- �-L -1 0�
�e �. l`�, ,ANTI-FLOATATION BASE• 4 ' MIN.3"CLEAR W
/�'� . �i / i! I`s-A.,\%':. . m x 170 - -_ _.�_ I 170 I<.L. 9,e,
/ rQ► ♦ r . ,.` 3 PIPE INSTALLATION MUST i 67.7 LF 30'RGRCP @ 0.37% Z'1 BOTTOM OF BASIN ELEV.168.00
, �1f � ' • PROVIDE A PIPE JOINT N g O
��r. WITHIN 4'OF RISER WALL c 4 DIP BOTTOM DRAIN 1'SEDIMENTS"ORAGE
r FOR ARTICULATION AT RISER ISOMETRIC CONTRACTOR TO Y' CONCRETE ANTI SEEP COLLAR IhV.=170.25
EXCAVATE CHANJEL AT (SEE DETAIL THIS SHEET) PROPOSED i Z
ANCHOR W!DOWELS #4 REBAR 12'OC
#4 REBAR X 12' 2'o.c +!- EACH WAY 0.5%(MIN)TO ENSURE ANr1FLOATATIONBLOCK GRADE
(SEE ANCHORDETAiLTHISSHEET) ANTI-SEEP COLLAR POSITIVE DRAINAGE TO
160 (LIFER TO DETAIL) 160
RISER 1 DRAWDOWN DEVICE DETAIL NOTToscALE 2
rim.A 10+25 10+50 11+00 11+50 11+75
NOT TO SCALE TOP OF 1 NORMAL eQQL •
FOREBAY BERM SCM #1 - OUTLET PROFILE
O.D.OF STRUCTURE(5') , �,1 .t �� 1. .� 1 �L J� r L.r�-� �_, I-c I I=' ,- 1 r,_10'H,1"=10'V
e 1-I ,� l = +�WAWAI � v� STORMWATER CONTROL MEASURE(SCM)NOTES:
-� ;_._. .� �-� � �-� ►�-� w--. A--•� A--•�If-•-•-- I - SCM#1:WET POND
{ •I ( I iH 0 E IP /� {-I i I; PRECAST CONCRETE MATERIALS t Job No: Drawn B
`� g t � I. I I '1 r1• Ili•go "ow l"el 1-=1 I s 02.170571 Y BGB
v ra s> NOTES:' 1. PRIOR TO BEGINNING CONSTRUCTION,ANY DISCREPANCIES IN THE PLANS SHALL BE BROUGHT
• g: m i S-_ '�Lg F � �� � � `!' t f- 1. ON THE DAM AND DAM EMBANKMENT SLOPES,TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION. 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 RECTANGULAR OR Date Designer
I IR-III -��C� +��� p� I [r MAINTENENACE:DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUL)A OR CENTIPEDE IN THE COASTAL PLAIN 2 ALL CONSTRUCTION TO BE!N ACCORDANCE WITH ALL CURRENT STATE AND LOCAL STANDARDS 1 ) 1i/30/2017 BCP
,� _ ` -1 , i C478(ROUND),
"5' " .•::.•.r,. , j ��4� j j�� //,'y /// AND PIEDMONT,AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS:WEEPING'LOVE GRASS AND SPECIFICATIONS. 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76 CLASS. III (UNLESS
y4 a 1 >'..r :s..•'. ':., /f/f/I// ♦ �, �,� •\N\♦\.\�1 IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG-TERM SLOPE STABILIZATION.
i..: . ... ,; 1.. �.�.``•N, .//// /G /I I 3. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM
OTHERWISE NOTED). sge•asesasg•r•
x 4 i 3" • 4; '.. '....:..-7.-`- :': ', ' :'--' •• 5'MIN 2. THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH CONSTRUCTION AND SLOPE STABILITY. PROFESSIONAL CERTIFICATION OF EMBANKMENT 2.1. RUBBER NOTED).
ED JOINTS(0-RING)SHALL CONFORM TO ASTM C443&ASTM C361. 0,0 CA �r°0
4 [4 . . . ' ' - NON-CLUMPING TURF GRASS;TREES AND SHRUBS SHALL NOT BE ALLOWED. CONSTRUCTION IS REQUIRED FOR AS-BUILT CERTIFICATION. oaa •.•• RO °•o
a ao `� MINIMUM 3" I., "•: #4 REBAR 2.2. NON 0 RING JOINTS SHALL CONFORM TO ASTM C990: o �`pa °Opsq�� •o
A• a ~� a• � i 0 • O
f CLEAR(TYPICAL) a i 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF(3)DIVERSE SPECIES OF HERBACEOUS,(NATIVE VEGETATION AT 4. EMBANKMENT .TO BE CONSTRUCTED PER THE FOLLOWING SPECIFICATIONS UNLESS • d• FESS41 lb � °°��I/ s
(TYP ) (2 MATS) A A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA SUPERSEDED BY GEOTECNICAL ENGINEER'S RECOMMENDATIONS: f �I • $�S.
�? Y • BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS,ROOTS m •S e' e
- 30' NORMAL POOL CLAY LINER SPECIFICATIONS: EA1- o
12'MIN VEGETATED SHELF=3,411 SF WI50 HERB.PLANTS!200 SF=853 PLANTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS.MATERIALS SHALL CONSIST OF SOILS / °
w _i____ 4 DOWEL 12"MIN '0-RING' :'. 7 45611 1 I
: PLANT TYPE QTY BOTANICAL NAME COMMON NAME . ROOT NOTES WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED % e S
�, 4 6" #4 itEBAR x 12" CLASS �.� " CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER WITH A IF DURING CONSTRUCTION,THE SEASONAL HIGH WATER TABLE IS IDENTIFIED WITHIN 6 INCHES OF 40.,. .• O �. 4 g
4 4 2 FT.0.c.+1 III RCP :t�'.Y �. 170 Asdepias lncamata ` Swamp Milkweed CONT. MIN.24 -36 O.C. THE PROPOSED NORMAL POOL ELEVATION BY THE GEOTECHNICAL ENGINEER, THE v . �' •
" d - �� ` HERBACEOUS MAXIMUM PARTICLE SIZE OF 3' OR LESS IN MEAN DIAMETER. • : 1► `�`o
{ 4710 op la w .❖.•...❖...-. 170 Carex Lanes Quill Sedge CONT. MIN.24'•36"0.C. • FILL. SHALL BE PLACED IN 8" (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE INSTALLATION OF A CLAY LINER IS NOT NECESSARY. IF THE SEASONAL HIGH WATER TABLE IS °♦♦' g *'•a.° \GJ'a°
'✓; INSTALLVERTICAL !' �� a� j� �! '1 ':'':':' ::':':': 171 ChekrOe labs White Twgetcead CONT. MIN.24'-36"O.C. GEOTECHNICAL ENGINEER. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING a. R °o I:i :I
IDENTIFIED OUTSIDE OF THE ABOVE LIMITS OR NOT ENCOUNTERED,IT IS RECOMMENDED THAT A A Y PA
"�, k DOWELS IN FOUNDATION ,ASV F� ,. � A-r � �P cA 1�1► ,S� .�.�,+.,.�.�,�.�.�.� gnaeaasoesos`°
W 2 / �4 °p .,...... CLAY LINER BE INSTALLED TO MAINTAIN NORMAL POOL ELEVATION, SUITABLE HABITAT FOR J
• CONCRETE TO SUPPORT .�' 1. AP P!q F 171 Eupato[iadelplws duhic Dwarf Joe Pye Weed CONT. MIN.24"-3$'O.G. SLOPE.THE MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING r t
. ;.�; s � - ` r+ O Nlr �Illr rllr +�*�► �r lrrr e11rLITTORAL SHELF VEGETATION, AND DESIGN AESTHETICS. CONSULT ENGINEER AND OWNER ATE PLAN APPROVAL ONLY
`./ ..• CONCRETE COLLAR # CARE TO REMOVE ROOT STRUCTURES A5 THE FILL PROCEEDS. SURFACE OF EACH LIFT
•' a .!i� lode
O v inAlit
, 171 Eupator 1phus restulascu Joe Pye Weed ('ANT.. MIN.24"-36"O.G. REGARDING THE INSTALLATION Of A CLAY LINER PRIOR TO SCM CONVERSION.
ANCHOR DETAIL (TYPICAL) �� ' MBAR. � 1�� 0i�� SHALL BE SCARIFIEDPRiORTOPLACEMENTOFTHENEXTLIFTINORDERTOEFFECTIVELY7IE
, ' r . ..r..r�.r�`.`. .. .. .ra.`�•1..,.•`�-��. ,'.�.r.. . �.• . .. gt •,.. .•`�.-4,�•r•'. ,.. .• ? . THE LIFTS TOGETHER.
NOT TO scuE �i�f�?i \/\/�Q��r�✓/ O\/ /\/\/ \/�!��/\/���/\A/��j•\/\/�i�/\�\f\/\A./\�� • ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD A57M D 1566 OR THE CLAY LINER FOR THE WET POND SHALL BE AT LEAST 8" THICK AND MEET THE FOLLOWING Revisions.
r'14,,. .:4,, ..-0:,-„„,„,,,,..„,, _, ,,,„:„.....„,,_....,,,.,,,,,,,,,_,,,„:„....„
`\, NUCLEAR METHOD(ASTM D-6938)AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONESPECIFICATIONS: TOWN COMMENTS&
p STRIICTE RE BASE" • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL,CH,ML,SC 1 12/14/17
SECTION"A-A" FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEALADD SHED
f" SCM #1 " PERFORMANCE SUMMARY FEET •PER UFTALONG THE BARREL. THE MINIMUM COMPACTION SHOULD BE 95% OF THE • MINIMUM OF 40%PASSING#200 SIEVE
' r .3 • MINIMUM PLASTICITY INDEX OF 12 TO TOWN FOR FINAL
• BOTTOM WIDTH SHALL 8E NO LESS THAN 5 MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698)AT MOISTURE CONTENTS VARYING 2 1/25/18
• USE NCDOT CLASS'S"RIP RAP TO FILL SPILLWAY FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT TO WITHIN • MAXIMUM INFILTRATION RATE OF 0.01 INIHR. SITE PLAN APPROVAL
Peak Water Surface • A MINIMUM OF 2 TESTS OF.EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN
CONCRETE COLLAR DETAIL • SLOPES FROM SPILLWAY BOTTOM TO TOP OF BERM SHOULD BE NO STEEPER THAN 2:1 Freeboard Qpeak Outflow 3FT OF THE FINAL GRADE.
NOT TO SCALE Storm Event Elevation 5. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE PR LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE
FOREBAY FILTER DRAIN DETAIL (ft) (ft) (Cf5) ON EROSION CONTROL DETAILS SHEET OR SODDED. ENGINEER FOR APPROVAL,
COMPACTION TO A MINIMUM OF 93% PER ASTM 0698, AND WITHIN 3% OF THE OPTIMUM
NOT TO SCALE 1-Year 174.59 191 4 72 6. DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL DEVICE, THE •
FOREBAY WILL NOT BE REQUIRED WHILE SCM 15 ACTING AS AN EROSION CONTROL DEVICE. MOISTURE CONTENT(1 COMPACTION DENSITY TEST PER 2500 SO.FT.)
4"TOPSOIL 25-Year 175.48 1.02 56.37 7. ALL PERMANENT STRUCTURES(I.E.RISER BOX,OUTLET PIPES,CONCRETE CRADLES,SPILLWAY THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A
1 i �,ik FILTER,ETC.)ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION, THICKNESS OF B INCHES.A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY
II i..., T
FOREBAY ENTRANCE TO 8'TOP OF DAM 8. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO HE DESIGN ENGINEER FOR REVIEW AND
BE GRADED APPROVAL PRIOR TO ORDERING STRUCTURES. LINER IN AREAS TO BE LANDSCAPED AT THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR
1tt� r-,. ?7•r-. 1 THAN IXIT BEEPER FOREBAY FILTER DRAIN 3� `#�.�r`...-%4'-'y1 iiitii=1i-t l=ilr i`%`�� DETAILS,CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO NOT PUNCTURE OR DAMAGE .
�� VEGETATED SHELF
Il!■li1 :" .�h (SEE PLAN FOR LOCATION) /�r'-1i-'-(I0.IIt•=II*4110-1101 Il*'ll--t,.: *. 8. ONCE THE SITE HAS BEEN STABILIZED,CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION
Q I """`"c",,,sr',�'i .:..,r•y ��,vA'A_i111Filr►`-'•I"-' -III. :11:4"':1'''''='' 17F r0 CONTROL INSPECTOR IN ORDER TO REMOVE EROSION CONTROL DEVICES. THE CLAY LINER.A CLAY/SOIL MIXTURE,NO ORGANICS,MAY BE USED IF THE ABOVE SPECIFICATIONS
NG
Q ll I) t, �`r,...� 6.1 NORMAL POOL 61 • ' �.a"II II I "ll" II-*#11►t k.;�`;� _ �XISn 10. ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED,THE SCM SHALL ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE ENGINEER.
C(""r i'"° ,� �" ••1 ♦'r► « ��I'^ �•••II I�i'',�. BE CONVERTED TO A PERMANENT SCM.
.11f~ r♦e ► r •• s•r♦. •?1 , - Il1=11P•ti:%� _�__,_-. • ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY.
i:•- '� FOREBAY s r r..r +7d�i;\` ��,('T• �.: ;`-Il-�-ll t %fi,. NOTE:BUFFER IMPACTS TO BE APPROVED PRIOR • INTERIOR SCM GRADING SHELF SHALL BE CONSTRUCTED PER THIS PLAN.
Y I-=��-'mac,_
.s;• r ,.rrrr♦• • s • •e ••,.Y•• . POND BOTTOM -•---- `ll'""` IIIIIIIAA
-'"" TO CONSTRUCTION WITHIN THE RIPARIAN BUFFER • SCM SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN SHEET L1,0
w "-`ii _ z z- z ' = i ` - ���itilizi3';ga1 i.;, - '_"'I I • NCDEQ REQUIRES FINAL CERTIFICATION OF SCM BY PROFESSIONAL ENGINEER. Sheet .
1.-....
l,71t-•Il. :11:=11. ;il:'--,li. ll:711. :11�•.`I14ii=:11' ii411411►-11"ait=11 11. .Il.=':Il*tlP.11Pllt : it
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POND GRADING DETAIL 05
4
NOT TO SCALE
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•
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NM h.OF 4 CU.FT.STONE(MORE IF REQ'D). NOTES` E
2.CONC.THRUST BLOCK TO HAVE MIN.OF 8 SQ.FT.BEARING ON 1.CONCRETE SHALL BE 3,00E PSI MEN. O
SOLID BANK(MORE IF REQ'D.). 2.CONCRETE FOR THRUST BLOCKING SHALL III u
3.DRAIN HOLES AND FLANGES SHALL BE CLEAR OF CONC. BE KEPT FAIRLY WEDGE SHAPE THUS MAKING THE _-. t/t To r
4.FIRE HYDRANT BARREL SHALL BE PLUMB. CONCRETE WEDGE MORE EASILY i•i O
FORMED(BLOCKINGwrn-iAR THE WIDEST PART •
5.ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE _ rp
NSF81 AND NSF372 CERTIFIED AND MEErTHE LATEST FEDERAL SOIL AREA)AGAINST UNDISTURBED C >1 6 •
SAFE DRINKING WATER ACT REQUIREMENTS.
DISTANCE AS NECESSARY TO SET 3.NOR O CONCRETE SHALL COVER ANY BOLTS ilkBLOW-OFF IN AN AREA WHICH WILL �
ALLOW FOR POSTNE DRAINAGE 4.ALL FITTING AND ACCESSORIES TO BE Jr W�-_ L
WRAPPED WITH 10 MIL POLYETHYLENE �,' X��_ ro
COAT HYDRANT BONNET AND NOZZLE caws s.VOLUME OF T. PRIOR TO HRUST ING BLOCKING a SHALL Be / T 1
PAVEMENT OR W/'ALERT'REFLECTIVE FIRE HYDRANT PAINT �III�I�I �IIII��IIII� - _,,,NG. > V�
FINISHED GRADE SILVER MODEL 51440 AS SHOWN ON THE THRUST BLOCKING //� ��
I SEE VALVE SCHEDULE. 71IIII_ I-I.III1 .1 _ I�III.IMI TN •
TAMPED BACKFILL INSTALLATION CONCRETE BLOCIUNG =. '''�; } , , N
4'MIN.
•
•
6!B 'TYPE 304 STAINLESS STEEL , V � 887 STONE FILL MIN. Ji i' FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREA$ I-- U
PUMPING&HOSE CONNECTIONS 147,
L _ ��;.";; VFALVE BOX COVER CU
IHREAE7EDROD3(MIN.4FAJ .• ■�■^t.. �, EQUAL TO COUNTY STANDARD i,;x: IX1ST.WA7€RMAIN '- �'- If II-3t-,r-- - FINISHED GRADE 1►�
TAMPED '� _ _II
1 4 I ' KFILL i:'.,•= THREADED COUPLING BREAK RING TO BE SET WITHIN 2'-4• •�i- ` IN PAVED AREA 14• TJ1i"MIN.FINISHED GRADE C v
C7 - OF FINISHED GRADE ` c u
1- 2 �'. I r IRA$$NPPLE FINISHED GRADE '�;`,i IN UNPAVED AREA _
4D.IRPE I • II�IM11■ : 1I VALVE BOX ., iz x� -- eta`- - `.
-- -_ - i. I �. - - -' - - UT1pIaTUReED BASE COURSE _ t a
•t-t .'' CONCRETE HYDRANT TEE TIll..
C CO �� " i�CONCRETE THRUST � SOIL(TYP)SCD AN TEES 1/1 M.J.CAP Wl PLAN BENDS TAMPED BACKFILL i,
2'THREADED TAP TAPPING SLEEVE VALV€BODt
5'MIKE. 2"BRASS PIPE CONCRETE THRUST BLOCK III-I II [" - - _- C -7
i i - 11 18"MIN,-10"t3&LESS MIN _ _ - - TAMPED
TAPPING VALVE 24'MIN-1r a&GREATER
OR D.I. r
(MIN.12"IN LENGTH) CONCRETE THRUST BLOCK WL'TH VALVE BOX NEW WATER MAIN •1 WATER MAIN -- - `-.-_• Trql
_ PAY fTEIiA
GATE VALVENiitliii I l��E L
INCLUDES ALL ITEMS I II VALVE • IIIIII ME N
VALVE SHALLi1EPLACEDONTHE \!'' 11111111111110111j - B'.F��'B { .� Z
#87 STONE FILL WATER MAIN SIDE OF ROAD DITCH J '1I I111 TAMPED BACKFILL -- •
-
PERMANENT BLOW-OFF ASSEMBLY (4D.F.MRN-) TAPPING SLEEVE & VALVE ASSEMBLY BLOCKING 3z
NOT TO SCALE HYDRANT LEG TO DIP MI TYPE.P1 S.S.THREADED RODS II=11=
SECTION `°
MIN.2 FA PER SEGMENT rrr. U
OR NOT TO SCALE
PAY REM •RINGS OR SECTION X-X PLAN 8 ELEV. - - .
NOTES: FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAYBE USED AT
JOINTS IN uEu OF THREADED RODS BENDS&TEES PLUGS NOTES:
1) THE TOP OF THE BLOW-OFF STANDPIPE SHALL BE NO ALL ITEMS EXCEPT MAIN LINE TEE
• MORE THAN 4-6" BELOW GRADE. i
1.DTP.MAYBE USED FOR VALVE BOX EXTENSIONS. 1�c
DBE >p WC 4r MO a1r aan n VW SEW - TEE Pue 2 VALVE BOX SHOULD NOT CONTACT WATER MAIN SS
C
2) BLOW-OFFS SHALL BE LOCATED IN AREAS WHICH WILL NOTES; sueA e AAA ■ A a ■■ c OR VALVE.
ALLOW FOR POSITIVE DRAINAGE WHEN UTILIZED. FIRE HYDRANT ASSEMBLY 1.TAPPING SLEEVE SHALL BE FABRICATED OF TYPE 304 r r 1r 1r 1r 3.CONCRETE PROTECTOR RHO SHALL SE USED IN %
3) ALL MATERIALS USED IN THE POTABLE WATER Si l M MUSi _ OR 316 S.S.AND PROVIDE A 360°SEAL AROUND WEST ALLUNPAVELSUSEAREAS. NM
BE NSF61 AND NSF372 CERTIFIED AND MEET THE EST NOT TO SCALE rid Tr r Ir r r r r Ir 1r Ir 1r E. ALL MATERIALS USED IN THE POTABLE WATER tEl
p
FEDERAL SAFE DRINKING WATER ACT.REQUIREMENTS. EXISTING PIPE WITH FULL CIRCUMFERENTIAL GASKET. r u 1v r 1r r r r r r 1r r w, SYSTEM MUST BE NBF51 AND NSF87P CERTIFIED r+
2,TAPPING SLEEVE SHALL BE 3CM 432,MUELLER H-304, AND MEET THE LATEST FEDERAL SAFE DRINKING '" t:
""FIRE HYDRANTS INSTALLED ON EXISTING 6"WATER MAINS,MUST BE INSTALLED USING A 8"ILtf" FORD FTSS,ROMAC ST III OR APPROVED EQUAL. 10. 1r 14° Er 1r r 'e• r 10.- n• 1A• 14' a
_ WATER ACT REQUIREMENTS.
TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED ON EXISTING WATER 3.ALL MATERIALS USED IN THE POTABLE WATER SYSTEM 1r 2r /r 1a• 14• r 1r r 1r 14' 1r 1r 3r s
MAINS LARGER THAN 6',CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE 14- Tr 1a' 14• 1r 1r 1r Ir 14- 1r 1r Ir x' I
EXISTING WATER MAIN. LATEST FEDERAL SAFE DRINKING WATER ACT 1r 2r 26. Ir 1r 12' 1r 1r 1r Ir or M. 2r VALVE AND VALVE BOX INSTALLATION r
REQUIREMENTS.
xr w 2r 34- 1r 1r 12- 1r r Ir 1r a- 42 NOT TO SCALE
24• sr ar u ar Ir IS 11. 11' 21• 21, 2r SW
THRUST BLOCK DETAIL
NOT TO SCALE
Name Data -. N. r., wR'rwwe .. +e ..-.. - Hama Dam I ' Name Dam
WATER Drawn B Weme Date Name - By, <, PAGE DrawnZ
Drawn By _ PAGE arson
Checked By. JOHNSTON COVNTY WATER WATER Checked
y \ PAGE By: PAGE I :,:vir-.1-4,•7•„\v
WATER PAGE
By: JOHNSTON COUNTY WATER Checked By. JOHNSTON COUNTY
Aywooad €7epertmenl of-Nook utllaa �'. STANDARD DETAIL Checked By: JOHNSTON COUNTY I.^ :i Checked By , JOHNSTON COUNTY -^ ,. •
�r Poeox23e3 2 STANDARD DETAIL 4 ,i STANDARD DETAIL EworovedBv: oaparaneeofPu411eWm* € {'- I STANDARD DETAIL $ Avowed Sr- tMPutiicLatles - STANDARD DETAIL ,�3
Sonia IPermanent BklWOff nDvedBy: Dep�trnarRnrPV6`cuHaka Approved ■k■tRubleUM% See :i P.o.aoazza3 " "°"0n
i s,1T�dale,lac TTe7i • 'Thrust Block
Smithfield,NC 276T7 Assembly gwlp:l P.O.eolkr Fire Hydnlni Eklal E P o2263 VI,I Tapping Sleeve arK! 5 scam:f P.O. aaaValve anti Valor
• e. 11 anminaw,NC zren W I Assembly Smi1NIe1tl,1VG 27bTT Valve As - Sm a,NC neri �+`� Box InstalNation I
Rev Deeab�n Out Inn - " IRev. Deermhan Date hit r, . MfTIbIy Rev, Deacllmen Dam .3skt rRev. DeacrlotIon Date Inn. - - - Rev. Dneeriptfpl DFIe MILQ r
Z `JNW
J0wATEN&NONCE AMP NOTE: ISCr wATERMANIN LIEU OF INSTALLING CAST IRON VALVE BOX
12 Melaaal
SEPARATION nP- NOTES: CAPS CONTAINING LOCATE DEVICES CAN BE USED
= 5
j „LATER SERVICE t.TAP ON THE MAIN SHALL BE MADE IN THE WITH A CONCRETE PROTECTOR RING. /�► I
N - . • �>� • Om
NOTE: 2.LOCATE METER BOX AS SHOWN ON PLAN
1.ALL TAPS 2'AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. OR AS DIRECTED IN THE RED. 1 /� Ct
ALL TAPS LARGER THAN r SHALL BE MADE WITH TAPPING SLEEVE _ 3.PIPE FROM MAIN TO METER STOP TO BE �f ! I
AND VALVE.NO DIRECT TAPS SHALL BE MADE. LEVEL OR CONTINUOUS UP GRADE.
2,ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST 4.TOP OF BOX TO BEAT LEAST 1f0 BELOW CAST IRON VALVE BOX Q 0 I
BE NSFB 1 AND NSF372 CERTIFIED AND MEET THE LATEST ELEVATION OF ADJACENT EDGE OF %V CHARLOTTE HUB OR Z
FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS. PAVEMENT WHEN SET IN ROAD/STREET
YOI�tkDRr COMPOUND 3'OF 1'WIRE REINFORCED '
METER WITH RIMER PEARL RUBBER HOSE COILED IN BOX s.
Mood4Nnaxm+Swva P OR SHOULDER EXACT EOCATIQN OF BOX CONC.DOUGHNUT& r
FORD VeNn-iffiADJUSTAo[E TO BE DETERMINED IN FIELD.SET ELECTRONIC 71C CLEAN OUT `;
TOACCOWNODATE 2raR > '
OPENING SH'DRO1OWV.,OR EQUAL ENCLOSURE J
Ne +�T FLUSH WITH FINISH GRADE WHERE NO
SHALL HAVE A MAR■A LOONEE LIO AND PAVEMENT EXIST. METER BOX
MINIMUM r C'0ARAN!•r CN EACH Eb& F FINISHED GRADE
NOTE:PIPE SHALL BE BEDDED UP TO TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR'CC" PPZ RPZ BACNRIPA pp I15R BY ace OF TIE RpCASEEMEILY CLEANOUT PLUG AND CAP
•
SPRING LINE AND MINIMUM 4•BELOW
THREADS WITH DOUBLE STRAPS,FORD&00,MUELLER Se L
BR26ORgPPROVEDEQIULL. M000NAI.nT2o21awwFRaR MNGEDWAIPL,naADAPTER fi.=-- : ---wt „-,2-- -- W BOTTOM OF PIPE WHEN WET ARFJ4SP,RE - FOE Vem.1e■AWUSTAa common°'E'ERWsrnANER :u, II7--.11,-11= II=I1-= 11:=11- II 1 6 117 11,='11.=1._
ENCOUNTERED, TAPPING SLEEVE SHALL BE BRASS OR TOACCCMMODATEa•-2E' (PROPENE NYCOLIN-1'I MA■ONARY II=.I1 .II MtPxNIPPLE 11.=I1--" II 1I=.ammo 11,11=.1
HAND PLACED BRONZE FOR"CC`THREADS,FORD S-70, OPENING PLASTIC WIN =i ' lekxracr gyp _
DENSELY COMPACTEDLC f/ 1-1/2. LOCKABLE 1'METER STOP 11
BACKFILL TO 1 FT. - r 11' MUELLER H-134,EQUAL FOR SDR-21 PVCD FINISHED GRACE DENVl RA LIP uo r+ TO n N
4�TALRAorHDIEi I.....so)
ABOVE TOP OF PIPE ---�„4---,�1 _ NA>u4A_GROUND MI 1'CLASS 200 POLYETHYLENE -- 4'PVC VERTICAL V
-L __ UNDISTURBED EARTH
----^ ELECTRONIC MARKER BALLS AT 101Y ON 'h i�ltl�I '"""", SERVICE PIPE,LENGTH AS f 1 +f=,
_.---.. ���I k� ����1I I�.tl .��-� REWLIIREA 1 •i(»
PIPE- CENTER&AT BENDS.MARKER BALLS SHALL 11=1i'=1'.
BEDDED PIPE O.D.. BE INSTALLED AT 1 1r1 T4 2'DEEP. ;�ill
iti �
eI,�L� 4•SWEEP WYE . r
4vkT`EVALVE e I,eeltlwel
NOTE:MARKER BALLS SHALL BE INSTALLED •fir �/ �I'` WTN B0% 8 g STOP AT RAN ;
%/� CX3NCUlENTLY WITH PIPE,MARKER CLASS 200 S.S.NOSE CLAMP SERVICE LINE p
•
SHAPED SUBGRADE POLYETHYLENE + WATER SERVICE. a=a4saaTL e��"' BALLS$HALL NOT BE INSTALLED AFTER i `,47 , - /' . R1aMwATltaaluv maex..lavem wATEA■ERVICE - 45• SANRARYTEESHALL PROVIDE BEARING 1I:..,,�J. r ♦,� • _�` ... _ -
-- COMPRESSION TYPE CONNECTOR
1:.• TRENCH HAS BEEN COMPLETELY L 1.. t i
ALONG ENTIRE LENGTH L / ••, • , 1---1.-':.. .... . . ' III ,f 1 IL- t 1I (SAME MATERIAL
OF PIPE BARREL • = BA:CKFELLED. +�• ... f m.wk 1•CORPORATION STOP AND '�1��� �'I AS MAIN)
CORPORATION STOP SHALL B \ ':-'.r. r.'::.:::':. c:.ii r.'.::.$:7:� END
` ++ MIP x COMPRESSION FITTING 112 PIPE d.D. f � °°'a� r CLASS 200 POLYETHYL€NE �I
f BRONZE wrrH'CC'THREADS a4YA6■amrOLYEIH ivl /
OE UNE Y'... •: :•':•':::]':•':• ■00 poLvirn•Lvre W PLEx OUTLET SHALL • PLUG "/
AND RATED 300 PSI,MUELLER I • SERVICE PIPE WYE BRANCH , �,'24"+D.D.MAX e� ■ eExvLc■LNE TOMATBOOPORPpwER / } Y
4r+O.D.MIM, I • B-2S008,FORDF&11100-NL,AR • aYPABaVALyfi rokfATaml --r I r SI.OPEMIN.196 ( �+����
+, i APPROVED EQUAL .� r/7WANSIDstoat ►:
NOTE: ♦
WATER MAINS S"6 AND SMALLER SHALL ♦•7.4 t� / �� `+��� To DAYLI611T SECTION ON ALL WOES ' TAPPING SADDLE �J R.
17P PVC DRAIN Ma OER11Wi BOX
HAVE MINIMUM Off 3'COVER.WATERs:
MAINS LARGER THAN frO SHALL HAVE A
MINIMUM OF 3'-('COVER
DUCTILE IRON PIPE P.V.C.PIPE 2t1 WATER SERVICE W/ RPZ & BFP WATER MAIN NOTE. SANITARY SEWER
(CLASS 50 CEMENT LINED) (CLASS 200) EASEMENT SHALL BE PROVIDED FOR SERVICE MAN
s
PIPE LAYING CONDITION NOT TO
CONNECTIONOUTSIDEORIWDUETOP YECONNECTION ANTS.
NOTE:ALL TAPS TO 9E MADE ON TOP QUARTER OF MAIN OF RW DUE TO PHYSICAL CONSTRAINTS.
NOT roSCALE NOTES: 1. 12'MIN.SEPARATION REQUIRED BETWEEN YOKE CENTERLINE MANUAL AIR RELIEF VALVE ASSEMBLY 3
STANDARD WATER TAP DETAIL AND TOP OF METER BOX
2. RPZ MUST BE LOCATED AT THE POINT OF DELIVERY. IF RPZ IS NOT TO SCALE
NOT TO sew E LOCATED IN THEBUILDING,AN ADDITIONAL DOUBLE CHECK TYPICAL SEWER SERVICE CONNECTION W
VALVE IS REQUIRED AT THE POINT OF DELIVERY. til V) g
3. METER AND STRAINER SHALL.BE FURNISHED AND SET BY NOT TO SCALE
JOHNSTON COUNTY.
4. IF THE METER BOX IS LOCATED tN A TRAFFIC AREA A CONCRETE
METER BOX,BROOKS,NO.36-H WITH 12"EXTENSION SHALL BE
USED. Z F
5. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST
BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST t
FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS. W
Nam% Dale - Name Dace _ ,- , Name Date r..1'u /lame' Date ' -f ��-a "~ Name Dau I
Drawn By: PAGE Drawl \ PAGE DraanCC 0
WATER PAGE Drawn BY `, PAGE Drawn�+' •
CMckad By JOHNSTON COUNTY h I WATER Checked By: _ JOHNSTON COUNTY WATER Checked By: JOHNSTON COUNTY Checked BY JOHNSTON COUNTY WATER Checked • - /y �t SANITARY SEWER PAGE
s Aoproved l3r Deportment of Public Wiles t STANDARD DETAIL Iuoved L!r uepe11ne1n d NW.ULT Uee !: STANDARD DETAIL Deaer211e1 t W RIDee uaekbe JOHNSTON COUNTY STANDARD DETAIL AAprovad Si: oeprTmeam Public Utlitlea f STANDARD DETAIL 20 I, 123 AppDrvea 11y. '€Scale:[ P.o:of uzea t< PxPB � 17 scale:! a.o.BGx 22$3 ! 2"Meter 8 �" i STANDARD DETAIL 2J OAPwmwnt of Pubicw es' �� SLandarTi Water Ta I P.o_Bcez2as ,., Assemb Manual Air Relief Ayp 4'1 tsmNtalMd,NC 2757T Condition anNNleta,NC 27577 �: �` h I sa n1 aid> Isn Valve Aesemb kale:i seam le,ffc ash Ir.BI SeLver
P ' Service Connection I- r
�'.P�::- Rev. Description Date Inc ,.' Rev. Deavaaan Date Ira `., " Rev. Detonation Date broil ~`4` �: .e-
Rev. Description Data Ink � .--- �_. Rev, peOCriptlOn Date -InR
3 ,..
,..
..
HAND PLACED
DENSELY COMP •Ir=,1,. - 1 02.17OS7 MMAP :'.
BACIffILLLLTO I FT.FT. =iL 41
ABOVE TOP OF PIPE -L_^__411 Job No. Drawn By
Date 'Designer
4.0. 11/30/2017 MAP
BEDDED PPE IIIt.
MINIMUM STONE i ��T Da3•
,-, EMBEDMENT AS Ii. , ,
i;1 INDICATED.GREATER IF ' NM R.
= REQUIR€D BY �..iE - °°tp4°0400■epeaeaor
u MANUFACTURER •w"`°""
PIPE r
SHAPED STONE O.D. °°°�� �O<' o
° °p e°°°°°e OriP
a TO PROVIDE BEARING 24"+d.D.MAX. 0 _37 t
ALONG ENTIRE LENGTH o °
OF PIPE BARREL SANITARY SEWERr+4.D.MIN. e ,i QO �°o
n
a (0'-1D'DEPTH)
a e e SEAL e a F
M PIPE LAYING e o% 26495 a
m C 400 MUST BE USED FOR CONDITION"A" a °e °°°
a DEPTHS OF 14•18 FEET OR °o ° L e°°
N DUCTILE IRON PIPE AT DEPTHS • o °°
® °°°'°p °°
OF 18 FEET AND GREATER. aoo °°° fib i
B ° 400 0000°p0)'2/S, M
I SITE PLAN APPROVAL_ONLY I
N HAND PLACED _
' DENSELY COMPACTED I=1k, .. 41-
BACKFILL TO 1 FT. =1L_ ..11
ABOVE TOP OF PIPE =1 -II
Revisions
i.
MINIMUM STONE -' 1 TOWN COMMENTS& 12/14/17 p
a EMBEDMENT 1ABOVE 1:1 4• 21 D/2 ADD SHED F
TO TOWN FOR FINAL
P[PE.GREATER IF REQUIRED ��� DISt3• SITE PLAN APPROVAL
FiEDBY I i
MANUFACTURER
rA i ,Inm2 1/25/18
-ism
� i-:wzi
B
nEDDETI PIPE +
X PIPE I
a SHAPED STONE
TO PROVIDE BEARING 24•+O .MAX.
ALONG ENTIRE LENGTH 12'+O.D.MN.
O.D. .D
of PIPE BARREL SANITARY SEWER
• g (10'-1W DEPTH)
P PIPE LAYING L.
R CONDITION"B"
a
u f
s PIPE LAYING CONDITIONS
I.
= NOT TO SCALE
E
✓ I;
a E.
c
I
U
LL Name Date '• •':-
Drawn �� PAGE 5 heet N o.
o By JOHNSTON COVNTY
SANITARY SEWER
A Led By: D�.ne' d Public xIN;� I STANDARD DETAIL 36
Scam:I P.D.Sox 22e3 Pipe Laying c Sn4a era,NC 2T5TT " I Conditions A&B
O�
a yi
Rev. Demme Date inn. _ - -- -
I:
,,
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FLE
(R/
OUTLET
CONNE(
OUTLET
-1r WN
T_wo'O m
TARP PRortcnax
�
/mCHFRD&AYT/AP
ECCEiMIN.1T1
mxx
WnR uxcN
SECTION THIRD WEIR
PLAN VIEW
INFLOW
STR TORE
BAFFLES (STD) "n"rnccovrvw TOP OF BERM
/J\ ESPROW yV
SKIMMER
f+ \\ \\ ELEVATION
DEWATERINO
'
ZONE
DISSIPATER
PAD
INLET SHALL BE PROTECTED (AS
4' PVC OUTLET PIPE
NEEDED) FROM EROSION WITH
CROSS SECTION
RIPRti TARP, MATTING OR
EQUIVALENT.
NOTES:
1)
EARN SHOUL BE CIE/NED Our WHEN CAPACITY REACHESAN ELEVATION REPRESENTING TRAT NE SuM IS HAU`P L
])
NETARPUSEO TOPROIECLIHEKHRSWYLBE ME'MON SPECIFIED. THELENGTN OF METARP SIWL PFACCdiDNG
TOAVULABLEBUPRY.IF"IKETARP$ANETO6EUSED,THENTWSWUfEDVERWP ATLEAST1r.TtE
IIpS1RFAM 1S iPRP$HALL OVERIMNEDOWNBfffAM TMP.1HE iPAP5H41 BE 6J M0.. HFAW DUIYaLVERtARPNILM9
OR EIX4VAlEm FOR U.V. RESISTANCE
TRENDING tE.
NO�SkFRUFATERIALMSTBESEPoRDAT NT
4)
A)
ME BOTOEANDSDEBUSINGTARESRBY FENCE
DES ORBYTRENDING FORAITENANCE.
AS FOR A
MOSTOIMTEN.LLMUSTBESECUREDAATEIN
5)
MOST°FTX ME FearBSIOERUSIS SHOD BE REENDLY VAILABE MR MAINTENANCE.
8)
NOTBEEMWILLIED FORIATEMNER USE UNT90P435H BY ENVIRONMENTAL E9lf
PoNOSIVLLKKIi BECONlER1ED fOR$igWNAIERUSEUNift. MPRJVED BY ENVIRONMENTAL ENgNEER,
STANDARD SKIMMER BASIN
FOR SKIMMER SIZING, SEE SHEET 3
THROUGH DOOR
AT
BY USER
SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP
SKIMMER OR APPROVED DEVICE.
ATTACH RETRIEVAL ROPE TO SKIMMER AND SECURELY FASTEN
ROPE TO STAKE IN BASIN DAM. ALLOW ENOUGH SLACK IN ROPE
TO ALLOW SKIMMER TO FUNCTION PROPERLY.
STANDARD TEMPORARY SKIMMER DETAIL
SKIMMER BASIN
Maintenance, Implies skimmer sediment basins at least weekly and alkr each sgoitemat
(onb.Balf inch per pater) tsaPell event and rep . 'vmnedlatey. Remove
saftesent mad ressee the basin to is rsrtgwO d'anoomm when odmima
wemeWo a to OLTimlf dm,Eeight of *a Ow beeffle. atiltden 9kbnw to.
hwe side sb tp� the st:d'm+am utdemath # am tie exesvahld. Ewwtase.
mdabem hen The entire basin, out jw mound are skin w die gm m[L
Malke'mm w:ge ation growing in The bmmm of the baeai does war hold dmm
ate alumew.
Repair the headless if they are damaged. Rinariebm the iadBls if water -is
Iloseing underneath Ourromad them..
If else skimmer a clogged wib ash ad there is water in the,be$* usually.
jstYitg as rite tape will make the skimmer bob up and doseand disbdger.
die details and rlssore, time; If this dada not work, pad the skimmer ova in
fsBCsIdC Of the b09A aOdtHllOPe MIC dltbfi& �itlO cll0CiClbt 0ittiCE l6dldE dla-
xkkn nec to see if it is clogged; ifso remove the tebrk
if the skimmer arm. or hand pipe itclogged, the miflee can mentioned and.
aobhaalsctipmcleredwith apalumber'smake atbyelWN%with WAW Be
strreaad wpkilx vita arstia kltYm+e imtkt4 die st[iiiomeL
Check this f bine lined sp7lwq' for damage and make my enquired rgmn
wibtabde *at qam da tbth wigs uftw *Wvay, Check Am embsokmaa,
ap0ivesys, and caret fmr mpsptm dansta , and impart ten enlbsd=ma foie
Piping "a "tdmnent Make aff nedafmy rapai s wmnemamly. km m" an
Nam cad odha debris fromthe sktmmerand :pi seem.
Finaktg weather can Front[ in ice Riming in the basin.. Saran spedid
pmcaotkm should be tafmn in are wiser to p mem the skimmr fibin
piay$IDgwith ice.
Step 1 Drive steel fence post at least 18" into wild ground. WOOD POSTS ARE NOT
ACCEPTABLE!
�I
Maximum 4"
between
poets
VIEWS
LOOKING
DOWNHILL
Maintenance Impectbaf$eS 21Ing tsa:e a week eadatimeach bauddl Mateanyfagphed
fqmu- Y
Besmebmamtaina todabafles. ShmNibe edricofa:baffle cWialue
ma, dwompme or become Mines itp ticip y-
Rlmroveudimemdepexim whw8rachenhafflbiL to fsande saute
s WJ "it=far ate a d Date aelto redwe pEPe an Me tlCl&S.
Taira a oawid metmmeadmigeto,,Kmdrepi=ifda g,d
dmngdammapmaeomdepaehmddm mmdbt[the
desip edAaagdepOL
A19z Poecuotr dEaoagca hasberapwpedydobaiz ;amm<:a9
baHkmmiah mdumtabk sadmumt dgmu't ,bmg&c arawpadr, Bad
nabitiatit
BAFFLES FOR SEDIMENT BASIN
NOTES:
A. CLASS A STONE SHALL BE USED WITH GEOTEXTILE LINER. PAD
TO BE 100'L X 20'W X 6" D AT A MINIMUM.
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS
IS TO BE PROVIDED.
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC
TOP DRESSING WITH STONE SILL BE NECESSARY; KEEP SOME
HANDY.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE
CLEANED UP IMMEDIATELY.
NPz
OpO
SO\��aG
PD
6" MIN rL
SURGE STONE
NOTES:
APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE / EXIT
a, MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFICIENT TO DIRECT
ALL SEDIMENT- LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE MUST BE
INSTALLED PRIOR TO CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION
WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS ARE INSTALLED IS EACH
CRITICAL POINT IS REACHED).
It, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS.
c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN IN PLACED
OVER 30 DAYS.
12" MIN
SLOPE 2:1 O
NATURAL GROUND -MAX or°�
OR FILL OR CUT \
SLOPES COMPACTED FILL
BERM
�18" MIN ��FLOW
\\\ MAINTENANCE: INSPECT
AFTER EVERY RAINFALL
DITCH DURING CONSTRUCTION
OPERATION. IMMEDIATELY
REMOVE ANY
18" MIN OBSTRUCTIONS FROM FLOW
12" MIN FLOW AREA AND REPAIR
DIVERSION RIDGE.
MAINTAIN VEGETATION IN A
RIGOROUS, HEALTHY
CONDITION AT ALL TIMES.
BERM/DITCH
NOTES:
ANDITMULCH�DIVERSION BTRYRNOTD TO EOXCEEDU 5% IGH VELOCITIES RELUST)EDAXIMUSEED
D. A. = 5 ACRES WITHOUT SUPPORTING CALCS. DIVERSIONS AT THE TOP OF SLOPES
MUST EMPTY INTO AN APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED.
PERMANENT DIVERSION BERMIDITCH
RIP RAP
TYNQ
FUNRE
SEM
ISOMErRIC VIEW
\-
:��'
::;'Cy \1
N\n\)fl •\ �i\
\Ni Mh M
APRONIN
I
-tea'
L
aJ SECTION A -A
NOTES Fitter blanket
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. LA IS THE LENGTH OF THE RIP RAP APRON.
2. D - 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
Maintenance *riPraPa�•anrrr,w«>vr•+aae>)
1RMefill events mare ifatry erosion mmM or below the rig aphas takmplace,
or if saonots have: been dW dgc& tlm odimbely make a8 needed repeal W
psevemfurther damage.
PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL
NO TES:
1) TOTAL DRAINAGE AREA FLOWING
FENCE MAY NOT EXCEED 1 ACRE
2) SILT FENCES SHOULD NOT BE
USED AT PIPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW
CREEKS, DITCH LINES, SWALES
-TC.)
i B• dC MAX —t
ELT FENCE Z
FLOW OF WATER
I i I ri1aN'GEPTV
TO INCREASE STORAGE CAPACITY AND e
OROLONG THE LIFE OF THE SILT FENCE, IT
'.S GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF YOUR SILT
-ENCE WHENEVER POSSIBLE.
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS.
ULTRAVIOLET
LTRIIC IOR EgUIVALEANT SECURE M01 WIRE
W METAL CLIPS OR WIRE AT 8 OFF
C NTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
T l 8% _
• ,i. TRENCH, COVER W/ SOIL & TAMP BACKFILL.
---- SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROX.12" OF FABRIC INTO
TRENCH
CARRY 8" OF WIRE INTO TRENCH.
METAL POSTS
8' O.C. MAX WITH STANDARD STRENGTH FAARIC
was 6' O.C. MAX WITH EXTRA STRENGTH FABRIC
Fula
stew tbHc na
sea ar
'� • 1 P T''•" raise
MAINTENANCE
le,pxreadkmm feocmatkastanoe Newt anda$weadAmiafilL Makadoy
lrgdead sPrniramedWely
Should the h8ric of a sediment time collapse; Dar: doppmpae orbwame
oeaecti•a"repsoe kproegs8
Reopen seamw dvabsav momea.Fy in prvide ahiplen OWagsvdmm
fer be east rain end Inredsce Panama an the seen, Take caw to word
mdemiamgds: feaeawing daamn4
assume fill dancing exceeds and mmtde Mi mu6 dopedt end bring she
Des n Scale and mbihm it a9er lbe tme baling. dri mate man Ft been
peopirly Bassinet.
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
FRONT VIEW
01
� HI�HRE�Ic.
CLOTH IN TRENCH
TTEEEL FVZ E I
IN. hAPART
1B M Soup
RWNO
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF
STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED
TO ENSURE DEWATERING. -
.F
SECTION VIEW
STANDARD SILT FENCE OUTLET
ARD METAL POSTS
GROUND
VANIZED HARDWARE WIRE
ENDS TO TOP OF BOX
.. _....._..__ _. _.._. _.___ ._.. HEIGHT OF I2%18"
MINIMUM ABOVE TOP OF BOX
STANDARD GRAVEL YARD INLET PROTECTION
��•i i��,r::: -__�1��:��a������ »-.�� ��• Via. •
�����4�r s•���IFilter Cloth
Plan View
12" of a•
Washed Stone
Class B Rip -Rap
FLOW at
Filter Cloth
Cross -Section A -A
Stone should be placed over the channel bcnks to keep water
from cutting around the dam.
• �s� �• •.
awe dust admtm
be ch��ftm m4woAm Am
,, Geller is list, ismakas On chmsool
Assistant needed in =Wubtiodegp haW and oftmmulka
ROCK
' DAM
12"30cm CHANNEL
a"(iocm) INSTALLATION
d DETAIL
(15cDO) 6 4'1 10cm
(15cm) ( ) 1. Prepare soil before installing roiled
erosion central products (RECPs),
Including any necessary application of
® lime, fertilizer, and seed.
© © 2. Begin at Me top of Me channel by
anchoring Me RECPs In a 6•(15cm)
6" deep X 6'(15am) wide trench with
(15cm) approximately 12'(30cm) of RECPs
2"-colonized beyond the up -slope portion
12.�of the trench. Use ShoreMax met at the
1 (5-) channel/culvart oullet as supplemental
T scour protection as needed. Anchor the
RECPs with a row of stapleustakes
4"-6" T •'. _ approximately 12•(30vn) aped in Me
(10-15cm) I bottom Of Me trench. Bucket and
I�,I t TT 1M1 1 ,� compact the trench ndstapling Apply seed to the
compactdesoil and fad the
• L T ,� \ > > © remaining 12'(30cm) potion of RECPs
back over the seed and compacted sell.
SecureRECPs over compacted sail
T with a row of staplwsatakes spaced
® 1 approximately IT apart across the
Width of the RECPS.
3. Raw center RECIes in direction of water
A. in bottom of channel. RECPs will
Unroll with appropriate stye against the
soil surface. All RECPs must be
securely fastened to sell surface by
_ placing slapeslstakes in appropriate
• I locations as shown in the staple pattem
guide.
4. Place consecutive RECIes end-ovemend
6' — I— (Shingle style) with a 4'-6' overlap. Use
(15cm — I — I I a double row of staples staggered 4•
apart and 4' on center M secure
RECIPE.
® — — — — — 5. Full Iengin edge of RECPs at lop of aide
slopes must be enGrored with a cow of
suples/stakes approximately 12•(30cm)
apart In a 6'(15em) deep X 6•(15cm)
CRITICAL POINTS Woe trench. Backfill and compact the
NOTES: trench after stapling.
A. Overlaps and Seams 'Horizontal staple spacing should be 6. Adjacent RECPs must be overlapped
B. Projected Water Line Shared if necessary to allow staples to approximately 2'-5• (512.5cm)
C. Channel Bottom/Side Slope Vertices secure the critical points along the channel (Depending on RECPs type) and
A A surface. stapled.
Tin high flow channel applications a
B B staple check slot is recommended at 30
C C '•In loose soil conditions, the use of staple to 40 foot (9 .12m) intervals. Use a
or stake lengths greater than 6"(15am) may double new of staples staggered
be necessary to property secure the 4'(10cm) apart and 4'(10em) on oexter
RECPs, over entire width of Me channel.
Drawing Not To Scale 8. The terminal and of Me RECN must be
anchored with a row, of staples/stakes
NORTH Disclaimer: approximately 12' (30cm) span in a
TeY�S�r. AMERICAN The information presented herein is general design information only. For specific applications, 6•(15cm) deep X 6'(15cm) wide trench.
GREEN° consult an independent professional for further design guldance. Rackfill and compact Me trench after
5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040 stapling'
PoseyvMe, IN 47633 TYww,aagreen.wm Drawn on: 3.16.11
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Job No.
Drawn By
02.170571
MAP
Date
Designer
11/30/2017
MAP
p0H°a°°a°0°oaCAR�
°�°,FB''.
°e
o° S EA s°o
e 264s� "
° a000aoo
SITE PLAN APPROVAL ONLY
Revisions
1 TOWNCOMMENTS& 12/14/17
ADDSHED
TOTOWN FOR FINAL
2 SITE PLAN APPROVAL 1/25/18
Sheet No.
0!%
r `_- i , _ •y. .. ,..,�. :•r-- r.T F. ��
a h t f ``T T^T T-'�tT'T
.-..;...-
f
7
I
f , I

1 ; 1 r ', , riil; F ° ; '!.,_,;?Iajy irf,.7.'..'1 Yf S. t.'f.,a rr'0
r;'2 ir.f" I.. •
umamil
Ts
TEMPORARY SEEDING PERMANENT SEEDING
FOR TEMPORARY STABILIZATION BEFORE COMPLETION OF FINAL GRADE FOR STABILIZATION OF NON-IMPERVIOUS C O
AREAS AFTER FINAL GRADING IS COMPLETE.
Table 6.10c Seeding mixture C 1
specifications Complete g :befit e g seedy,and install ail necessary erosion Temporary Seeding Species Aare) SOIL PREPARATION W a� t
coo luacia essuch sae dt7res,waterways,andbalt us Minimize steep slams Recommendatlions far Fall (grain) 12o FERTILIZER =
. soil prspaza is necessary for sitccessfui sew and root
1 .. germination, . 1_Appily 75 ponuclsofgfourydlsutestcttre 1,tMkp t:q.h}. C!�
becal sc they ,se :d,�oln t>,i utl and increase the a --
Seeding dates It.is also essary for . lishmer d of tooted sprigs:sod and 2_Apply a type fertilizer.(one that ie high in )based oil thero ,„
establ>sdsment establishmenttN
�- If sets betomme.compacted ding grading.lien them to a; of' Mountains—Aug.15-Dec 15 woody pants Heavily compacted ids preventaid nutrients and moisturetypeof grass and planting metbad-:�ert�ia�rba�have a t#�eesu6er system t/1 Q
'6-8 inches using a dipper;haulm,-or chisel plow_ Coastal Plain and Pie dmontAug-15-Doe-30 from reaching roots thereby receding or preventing plant growth. The success indicsting the i such as 8-8-8 or 5-10-10. These numbers U
it
of site stabilization and reduction.of future maintenance are ott an 35T_p rat a--the Pec�mge of each nuti'ie n in a frrti zee TheIX S� PREPARATION soil amendments prepared sod bed Following are the requirements for preparation p &Hpig c
Follow tests or Apply are noted iu:t6e order
denote
ppiy 2,000 Ibitecre ground.agrlcaRural lariesteneC m
Good seed d preparation.as�es tial to successful,plant estabIi hr A of'areas to be vegetated by grassing sprigging,sodding,and/or of N for eeltcolor and growth VI u
good.�is well-pulxrerized,loose, ate t fps Where byihne ceding and 1;QUa xlacre 1010 1(#*ranker. z�for good es and rooting-
tvoodlg plaits_ g O —a
Cods are:used:the space may be left with a nzegular ti a..of. Mulch sum to enhance pest and .stress tolerance
0-io
lameekrde and stones. Apply A,000facre straw.Anchorsffaw by tackistg with asphalt,rtetkn9. Ceaacat Requirements; r
o
or a Mulchat}ctronrrg�tcrol A disli.v}�h Wades Set nearly s ►t-cest be
fiasrne eesrmnan rxacapks ofatartter feralerGrs recped fora 1,08U sq_
used its a mulch arrchartrtg tool. • Pxa eiwiion for pnmaryfpennanenr. shall.Oat begin until all lit.area,include 40 pounds of 5-10:-10 2.0 pounds of 10-20-20 or 16 pounds L
1 insing4—Applylimeaccn�gtos iltest o ations.Tit pli(auiity) construction and todsty work within the proration area is complete of 18,24-6 For sandy soils,typing to coastal ply and s nr*etle of North oei
.
of the sod is not i own. df linaessoneatthe Maintenance However it maybe necessarytofor. nurse s ter, I cene
gPP : preparet It�raliaa fe i3ixer rates should-be by per ,.'
rate of 1 to 1 1/2 ton acre on coarse-tutored sods and 2-3 tonslacre on fine- Repair and referttze damaged areas.irra atety_ Topdress.with 50 coiletion of constiuclion and installation ofutilifies- L) si
textured soils is usually sufficient.Apply hi nestone�asi4 isicelipara to lb/acre of nitrogen in March If it is. gecessary to extent 13E•tryrpratlr • yarn■ .bi) w
into sop 4 f its.of snit Sells with a pli'of fi or higher tst•ed not be cover beyond June 15,oVerseed with 50 lb/acre Kobe( and • •A North Carolina Department:of.Agri uuture Sods Tact(in equal)shag C
Coastal Plain)or Korean (Mountains) lespedeza in late February or be obtained for all areas to be seeded, Sprigged sodded of plant, w
MULCHING
3 uz
Table 6
early March. Recommended fertilizer r and pH Alining products shall be incorporated
into the prepared areas and backfill material per the test,.- :1 u
. �Fe
F+er er-met a rates on soil tests. Whenthese are notpossuble, Mulching Materials and Application Rates a,
apply a10-1(-3gg�e'fertilizerat700 1,000lbiare, Bots tiliatrandlime Table6,iOe Seeding mixture • Allareasobeseededor Planttdthane tiledor ad s Rate Annals c lly o
sbouktbeineovoiate4 inte the cop 46 inches of soil. If hydras seeder is Temporary Seeding Species Rate tib/ac re) on the approved plans, construction sequence and/or construction bid Mulches
ii
lid,00 nett:mite s ed:and fetliliaer mare than 30 diia es:1)Cfdie aPpltCation. Recommendations for Late Rye(grain) 1:20 list .hipping e� of crew fissures in a diss-cross past over sews 1-2 torts try+,unth d; Shrank,One'nein wheat or oats;
inter and Early Spring Annualis
lespelleza{L€til�e in uratlred,avoid mead by hand or mactrirte;burst ■
the. rs Smfacr area,utilizing ail i t that wills glaze thte site u
Piedmont and Coastal PlainWeeds, ba tacked town.
walls,of the.Assures. Site preparation that does not: with thesta
suurfete rout enin If au ght tillage have mulled in a loose ' Wood Chats 5-6 files Array iyr Treat WM 12 ibs airmen/ton: Aeon
t tip Korean in Mount) 51lENdocuments shah(not be acceptable The depth of soil preparation may with multhbfcavei,ciriprsaialeC,or ,1
Surface,additions not be to break
be established as a range based on.the approval-of the reviewing state or by hand. Not for use in Tine turf `"
clods, If rainfall.;causes the surface to become sealed or ram. loosen it Omit annual lespedeza when duration of temporary tover is not to local ageacy. Once tilled or ripped acceding to the approved niaa,all Wood i}ner 0.5-1 tons Also refired to es woed reautose.
jest*kite g by disking,raking,harrowing;or other _imitable methods_: = extend beyond June areas are to be returned to the approvedfinal grade pH modifiers and/or May be tryan:needed. De not mein
Grooveor fianceesus. steeper than 3.1.on the: contour before seeding ' other soil its specified in the soil tests can be added the
Seeding Vitashot,dry weather.
(Practice G_t13,�e 'g)_ Mountains-Above 2500 feet Feb.15-May 16 P rarStiors procedure Sark 35 robot yards harrttrier chips. hanc r;of by hand- Do riot use
smt rElrue or as ilese7ibcd below. dry,. with mulch blower,chip 1
13elow ZOO feet Feb_1-May 1 asphalt tacit
PLAINT SELECII}N Piedmont—J * All stones lei r than three(3)inches on any side,sticks,moats. Other
. �.1 _�1tern stalks 4,6:#cxts Cut eistreddeclto 446 Apply wan mufch blower or fly hared.
Stan appropriate species or species mixture from Table.6r.10a.'for seedingCoastal Plain—Dec 1-Apr_15 Iowa materials that surface during bed preparative shall be
in:lengths. Not for tie in tine tun
in late Winter and early.sp rig,Table 6_1 i£or s1 and Table 6.110c for
removed_ anima 1-3 tons Green or dry;should
Soil amendments
fall,. Follow recommendations,of soil tests or 2,000 lblacre and a contain tiiature.seed.
apply Areas to be Seeded: $ �
agricultural limestone and 750 iblacr'e.1.t1-10-11 fertilizer. sterns
' lg the Idenntains,; December and Jateraty se have poor chances of • Tillor discbe seeded Nets and tuts'
Mulch the prepared areas to to a minimum depth of.fur J
success. When it-is necessary to plant at these times,use'recommend*ons APphi"t, blarxe straliv Anchor straw l y tacking with asphalt,netting, (4)inches_Remove stones larger than three(3)inches on any side,sticks, Jutenct User area Heavy,Orate,woven watedtew_.Best when
for'f�sued a securely 111404 t oolch. or a mulch anchoring tool. A disk with blades set nearly straight can be roots and other extraneous materials that surface_ if not inyam ated of Single Jute'ya used with organicmutts
a
preparation process,add pH modifies.and fertilizers at the Fiberglass:net. Cover area vril>3stands VriaiEerltotitr.t3estwheri Z
used as a mulch anchonng tool,. during the soil used watt argent mulch_
SEEDING Marittenance rate specified in the sod test report. —.1Eiacelsier Caste area Withstands WaterliO.
Evenly apply seeclusinga cyclone seeder t),.I Ik71Il cultipaeiterseedim Refertiare if growth is not kitty adequate_ Rowed,refertirtze auto match • Re-compact the at�ea utilizing a.eultipac roller T efrstished shall t'"/°°d l
or IOSCCEIt[ Ole SCtallittg rates given in'lhble"5 6.1 Oa-O_l Ot_ Broadcast immediately following erosion or other damage_ her a smith.evert spat surface with a l fine texCtitie: Ailce
y i Fiberglass roving 0.5-1 tons Continuous tars of Ap ty with a compressed air e�tor.
lift and.kink dlog are SPRr for ! p SloPeR hV
uniformly
t be dtivt fared bit rsg is riot .b of lute g dcage Seeding of
graded sea is to ed
rptiiviukthGap aved together with
boundTack with35gaWedaspbaaiEata T
ge: arras is be done immediately after a n in xie rate of 25-35.040;000 sett' "'�""
sty cui .a.uiti#vrrsat:71641ore
tt. finished grades are obtained and seedbed p out.is( let - a i
Tattle 6,10b Seeding mixture CAemicA stabilizers, r11 stud`Ise P tubas 1 inch sleep;and gr ad s and Temporary Seeding Spades .Rate(lls/acre) Areas to be Sprigged,Sodded,mad/or Planted: Awn follow Not tienetciel to plant groats. v l Cie
legumes no•more than 1/2 inch. Broadcast seed must be-coveted by taking Recommendations for Germanrnitlet 40 A 'ay manufacturers
• At the time ofplaniing till or disc the prepard areas to a depth offer(4) CurasE AK specillcattons
Oar. dr3gginlg..asd then lYrnmed with a roller or cttTtiirlloess SurrtmeF Z
Sy ed:mixiuscs*old mteit lc a wood fiber(cellulose)match In the Piedmont and Moraitasss',a small-stemmed Sudang ass may be to six(6) s-below the approved finished grade.. Remove all stones PehusetSB
Tetra TACK
substituted at rate of 50 lb/etre. larger (3)inches on any side sticks,roots and other extraneous pinta SW }'
ll 'G Seedin dates 11
materials,that surface- If not incoiporatcd in.the ripping process,add pH Gsnagiia 743 J
9 der,fertilizer,and.other iecommesded soil am oddments. M-145 Z
The use of an appropriate mulch will help ensure establishment under normal Mountains—May 15-Aug. 15 Z W
:conditions, aria is eretential to seeding success ender haFsft site conditions P _.mont--M - 15 15 ' utilizing a cultipacktrrollcr and prepaic Etna(grades 'Retort.Practice t�lo.f_3t1,Mass Linea Crewels.
LLI
Y
Pied ay 1 Aug.15 area
e 6_< , chfz = 13a h site cc>si tious i+srlrtrtr Coastal Plain.-Apr. -Aug: as described. above. Install sod and
sprigs, plants as dtrectetl:io}nmextiately Use of trade names does net knell/endorsement of prcrducE
• seeding in fall ter winter cover(wood fiber mulches are not considered Soil amendments a fine grading is complete Rful It mat and/or•tack as sped
adequate:for this use), Follow recommendations of soil tests or apply 2,000 lb/acre ground VEGETATION NOTES [ ]
agricultural limestone and 75D Iblacre 10-10-10 tedibzer V
s .slolift ateetier than.3_1, Mulch
um Availability of
seed and plantFiats is an consideration of -LIME TO BE APPLIED AT 3 TONS PER ACRE RATE OF 400 GALLONS PER ACRE
My � won ehfot. North Carolina, climate. ASPHALT EMULSION TO BE APPLIED AT A
.dry'weather; LfYtarkrrrg � asphalt,netting, _ ..
Apply Arrciroi`sl�dty anlhe
I. aicrse;soilsa� lvstt x orhigh m clay sj,and:
ore mulch anchoring tool. Adisht with Wades set nearly straight can be -economics,construction scheduler delays and accelerations and-other factors
used as a mulch anchoring tool- present rbfficutt challenges in specifyis3g the different vegetation tree ilerl for
. areasreceivinga`di1tlG�flow site ttabilisaniso To kelp resolve this ism,vegetative stabilization requites
Ifthe:areato be mulched is subject to concentrated watedtow,as in channels, Referithize if is notMaintenance roes am ini r categories
growth- fully adequate Reseed,re�rhli¢e and mulch
■. Siabdization-muse cr s a (Note ... Intl
macs mulch vtn3h.:at�g(1?rar=•titcc 6.1.4,1f�rlchirtg). �following erosiEsn or otherimage: dPter clung
may be.utilized fur immediate stahilisasion if outlined on the approved
plans and constriction sequence.)
Maintenance Reseed and mulch areas where seedling emergence is poor;or where erosion NOTES ...11
occurs as Soo11 as ssible. Do not mow Protect from traffic a much as -LIME TO BE APPLIED AT 3 TONS PER ACRE u 'Siva-plant varieties providing cover up to 3 yea/synthO
po
ssible.
possible. -ASPHALT EMULSION TO BE APPLIED AT A RATE OF 400 GALLONS PER ACRE a inaintenaateprogram
■Long Terra Stalsiirvation-plant varieties providing protearve cover with Ct
maintrnance.levels selected by the owner
An adequate job in one of these areas does not guarantee success in the later Z
pluses, Iiortieuhural maintenance must be included in the plane_
Immediate vegetative cover will always require additional ferti7i , soil O W
•
amssidmoste soil testis;overserdiag and/or other horticultural maintenance V
until primary vegetative cover is established_ V
Z
0 Z
V
CONSTRUCTION SEQUENCE /O/�/
FSC KENLY ASPHALT PLANT L.L.
JOHNS-2018.007 W
1. OBTAIN GRADING PERMIT FROM NCDEMLR-LQS.CONTACT NCDEMLR REPRESENTATIVE IDENTIFIED
ON PERMIT PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS SHOWN ON THE PLANS.
STABILIZE ALL CONSTRUCTION ACCESS ROUTES.
3. INSTALL PERIMETER EROSION CONTROL DEVICES INCLUDING SILT FENCE,DIVERSION DITCHES Job No. Drawn By
AND SKIMMER SEDIMENT BASIN AS SHOWN ON THE PLANS.(THIS PLAN ONLY INCLUDES 02.170571 MAP
CONSTRUCTION ACTIVITY OUTSIDE OF THE RIPARIAN BUFFER.ONCE THE PROPER BUFFER IMPACT Date Designer
PERMITS ARE OBTAINED FOR UTILITY CONSTRUCTION AND SCM WET POND OUTLET 11/30/2017 MAP
CONSTRUCTION,A PLAN MODIFICATION WILL BE SUBMITTED TO DEMLR-LQS TO INCLUDE THIS
4 WORK). aaaaaaoaaoaao0a ,
2 4.INSTALL PERMANENT DIVERSION DITCH/BERMS WITH TEMPORARY CHANNEL LINER AS SHOWN ON oo°°'(N C'A RQ°OOo
a THE PLAN TO DIVERT STORMWATER TO THE SKIMMER SEDIMENT BASIN. bqo=� o eOc5t'0•• /�i °®
2 5. PROCEED WITH SITE CLEARING AND GRUBBING. d °`C- '1 o.7
a o •Q `S� e e
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH g SEA o T.,q MAJOR STORM EVENT AND MAKE REPAIRS AS NEEDED IN ORDER TO MAINTAIN PROPER a 2649
FUNCTIONING DEVICES. 0 o°
W 7. INSTALL STORM SEWER PIPING SYSTEM AS SHOWN ON THE PLANS.INSTALL AND MAINTAIN ALL °o °•'�� It�' 4°• ,e
n INLET PROTECTION. 1 °°o °• nos. 00°
nc. 6. PROCEED WITH ROUGH GRADING SITE.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH ` ao s�oo° •1
GRADE WITH VEGETATION,PAVING,DITCH LINING,GRAVEL,ETC. J a 00Oaaa �� f
m I SITE PLAN APPROVAL ONLY I
9, ONCE BUILDING PAD AREAS ARE BROUGHT TO FINISHED GRADES,INSTALL ASPHALT PLANT
COMPONENTS INCLUDING OFFICE AND LABORATORY BUILDINGS.INSTALL ON-SITE UTILITIES.
INSTALL ASPHALT DRIVEWAY,PARKING LOTS,DUMPSTER AND WALKWAYS. Revisions
g 10 SEED AND MULCH ALL DENUDED AREAS WITHIN 7 CALENDAR DAYS AFTER FINISHED GRADES ARE TOWN COMMENTS S. 12/14/17
ESTABLISHED PER THE PLAN DETAILS.THIS APPLIES IF THE SITE IS LEFT INACTIVE AND FOR 1 ADD SHED
PERMANENT VEGETATION ON SLOPES.
o z TO TOWN FOR FINAL 1/25/18
z 11.MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUNDCOVER IS SITE PLAN APPROVAL
o ESTABLISHED.
0
12.ONCE PERMANENT GROUNDCOVER IS ESTABLISHED,REMOVE TEMPORARY SOIL EROSION
m CONTROL MEASURES AND IMMEDIATELY SEED OUT STABILIZE THESE AREAS AND ANY RESULTING •
BARE AREAS.
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DUMPSTER SCREEN - CD 3
vTs NOTE: n C
1,INSTALL SIGN IN LANDSCAPE AREA 1-0"BEHIND SIDEWALK AT FACE = -
OF PARKING SPACE.CENTER SIGN IN FRONT OF SPACE. CD ..2"v'
CEMENT WASH BRICK ROWLOCK 12" - L
8'MIN.0R 2'TALLER 6'CONCRETE BOND BEAM, SIGN R7-8E �-' M
> VI }
WASTE CONTAINER 1CONCRE E FILLED,WITH 2!i4 J
r REBAR CONTINUOUS STANDARD COLORS: M
6"DIA.STEEL PIPE BACKGROUND:WHITE 11:1M
LETTERING/BORDER/ARROW:GREEN Vi co
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FIGURE:WHITE ON BLUE FIELD
J L3
PFAINT PIPE YELLOW .� r C
+" vERrICAL RE6AR 2a D.c. CORNER RADIU5:1 112'{TYPICAL) _
• C co
8'CMu 4 16'x16"X8"CONCRETE FOOTINGS(TYP) v
ACCESSIBLE
BRIC(TO MATCH BUILDING
I I STANDARD HANDICAP 1»
a; pARKINGSIGN REAR ELEVATION DECK FLOORS&RAMP MATERIALS - o:
RESERVED
i"GROOT PARKING DOUBLE 2x10 PRESSURE TREATED BANS s` a
LLED WITH CONCRETE
2x$PRESSURE TREATED JOISTS 18"O.C. Cl) a
FINISH GRADE IIISIGN R7-8E Y"PRESSURE TREATED DECKING
�� f� I- 4 N 16"x16"x8"CONCRETE FOOTINGS C
v 6x6 PRESSURE TREATED SUPPORTSLn
1 �' o a �ll��11 h I m E - CONCRETE PILL(ALL CMU CELLS) �+ 4x4 KNEE BRACING WITH "x 4'LAG AT END,TWO DIRECTIONS r.
� E Ca N
--1111 MAXIHIUiN W z
14•LOI1G I �.1 �i HORIZONTAL TRUSS REINFORCING PENALTY
3- ��18'O.C. jJ25O
BARS EACH WAY _' .-I °: f U
THRU PIPE
! q "' 6"FIBER REINFORCED CONCRETE PAD W/}§' 4'_p"
Es (-
e PREFORMED BITUMINOUS EXPANSION JOINT 1'-y }I-
f !' WITH CAULK likli
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2'-0'DIAMETER 1 1 I d -4- r a ea
CONCRETE BASE I '' :4i I 7-2"X2"SQ.ALUMINUM
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a L" ...„: `" =+.'t: FINISH GRADE POST W!118'THICK WALLS
N. ett �'L'; ;:'F�xr �Il LEI N- _ '
' 1 a !!
,'F 2'-0"
in.1.-1-' '�•1".3 mg 11' - I .= 11111,N .-1
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I I�h f 3000 P.S,I.CONCRETE FOOTING LABORATORY&TRAILER z
y5 REBAR�32"O.C. 3'-0' 445 REBAR CONTINUOUS - ---
t
BOLLARD DETAIL Z
NT3 COMPACTED SUBGRAOE '�
s• N. _ _
FINISHED GRADE
DUMPSTER ENCLOSURE WALL N .NTS Q I€
3'x3'x 546'ANGLE � 6'X6'MIN 3,000IPS!
FRAME WITH WELDED
JOINTS,PAINT TO POST CONCRETE AROUND INS
•'l . . i -
MATCHBRICK " 8-0" 16'-0" 5°-0" 11'-0" - �}
WALL BEYOND 6 346'I.D.STEEL PIPE DISABLED/HANDICAPPED ,�" 4 ,� Q
{SEE DETAIL] COLLAR BOLTED TO STEEL SIGNAGE ELEVATION = U
POST WITH 34'SOLT THRU _
•
B '4"I.D.STEEL PIPE POST. NTS CI
HINGE WELDED TO STEEL 22 GAUGE SHALLOW METAL FLOOR
GATE FRAME(SUP HT DECKING 1 %"PITCH,PAINT TO mmommimmimmommommum FLOOR PLAN r
v ! •
ON POST),WITH GREASE MATCH BUILDING r
FITTING J \ _ / Z I
4, RAMP DETAIL J J
� . F
2. l c \ s" 1.5 INCH GALVANIZED PIPE _1
ZIlet✓ gyg
1-1/2" 3" 1-1/2" W
Y
THE ENCLOSURE SHALL BE B W
FEET TALL OR 2 FEET TALLER -GROUT g
THAN THE WASTE CONTAINER, I _ 2#3 REINF BARS e
WHICHEVER IS GREATER. 7" r15-1/2. °ram -
to
1 "x1 Y2'x M ANGLE �^ • - _
1![N!
BRACE WITH WELDED ANCHOR{##5 X 24°} a
� N
BdREHOLE THROUGH HINGE WELDED TO 5TEEL y"STEEL PIN _ -
POST}4YITH GREASE FITT NG - •
SECTION A-A , t
zo d y. 0
FINISHED GRADE • , `ti
fc
w + ^ �2- i . GATE STOP PIN d _ , s1-1I2" '
Ir..... •:' �=.11 I,.+ CATCH( '1,'LD. if
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�I� [�{ �n�-n�'n�=�r� --� A J
1. t .1-•Mill I Ir lIWII 'R I. STEEL RIPE ,
��„� IMBEDDED • FRONT ELEVATION fi
t4 '1 -r rr I' CONCRETE) ��
: -'� {r 6'ABC Q K
i. _'' . . ���1■ 6'FIBER REINFORCED Z
1 '. .1 CONCRETE SLAB
HANDICAP RAMP DETAIL - W
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0 COLLAR
"I .WELDEDEEL PIPE 314"HOLES FOR
•?• COLLAR TO STEEL A NOT TO SCALE CX Q
6"O.D.STEEL PIPE
- POST FILLED WITH POST STEEL ANCHOR ROD
• ! •a .!- .' 3000 P.S.I.CONCRETE ELEVATION _ `
14
Q W
S" 3000 P.S.I.
r
CONCRETE PRECAST CONCRETE WHEEL STOP s'O.C. .,,.,. „
1 518'O.D.PIPE FRAME 1
3'GATE POST 3 STRAND /'1
DUMPSTER ENCLOSURE GATE NTS _ TOP WIRE �/ I+
NTS Ce
0 ir�w.�...�� ,,. , . .rr'TOP RAIL ;
III 1-�
DUMPSTER ENCLOSURE DETAIL � � � -
I r�;_V1 fi .. <. . r. HINGES � 1.518"O,D. i/ 1 �-;
MI ny' :: < x x S LINE POST f
2-112"TERMINAL! , r _,'•Y- .,K ,
G ## CORNER POST ' <, . . '' .' ,.® "'.h�t" CENTER RAIL ' r
O m Q v! a m O ;K '_ �` 'N.` ,h Job No. Drawr•B
♦ ASSEMBLY I
C� r VEEP HOLES �e®AL •NOTT3: 1`-)'" C--I �1#'2" 3'-e" •f~-.7- - TENSION y �` ;' 'Xk '� 02.170571 Y MAP f'-
Y USE CLASS B CONCRETE THMIUGNOUT. t Ir ' = ' ♦ Vrr JaA rl Lti >! 1` �i i1C C7 s iY xx '• , �� 11/30/2017 MAP
'�^�7 n r 1 WIRE x ° 'k TRUSS ROD Date Designer
11 ! PROrm ALI. DROP INLETO OVER e'-e" IA DP-PTH LLITH NMI i2 1L�i6 3°(pg 1 DEPRESSION �aD r��rl y_, /r 111
r$71,.{cA ON CENTER. USE STEPS maw calve ILIfl11 STD. OBIS NB S40•SS. p Iw ° ID\ I F ril
J 1�"-a 3 OPTIONAL COINITRUcTioN - iss diTHIG Pall 2° KEYWAY OR BA BAR DOSSES AT 0 b a x Z P-I Z y 1'" " 11` " li" ' 0 O Vi •T, :' .' ♦''Srk`+ "* "`� M
..,I G
i2` CENTERS Al DIRECTED SY ENS.IION W - II ,. - III • ♦. , • Dap4oGf!LDO°° "a pE FOIAS THE 0011811BICTI011 OF THR BOTT0IL SLAB. -� r ,� X n K nr ` Rc Q °°°��1m F•- (�. �'" 1111 T�G I L .1 �' E E � o �- 1. (> �' -r'`r P LJ �0° (H �'iAR� °of O IF REINFORCED CONCRETE PIPE IS SET ol BOTTOM SLAB OF BOX, ADO TO SLAB4�+. L•'L (p p f ► ] C 1 r 4 1-1I a °°°s°. °°�� LL Z �_ 1 I l 1 Vl �ClW J . q�� �!�°°° WJ pO°%°°e¢ Lw A8 BHOSN DN STD. NC. S40.IID. I.!= p W H r. N T f M [' °.71
ra1i l+ 8 °° °° E_F,,,1 R"'i n Iti .. _�. L23 �1.�. 1 I i..._ _ _ _ _ _ -,.�J Q Ly - FABRIC-9 GA.2 BLA K m �"o° °� ° °aye •
GONSTRU Ti PITH PIPE CRONES MATCHING. ,D 'A LL 1~ ••`� SEE STAAARO tTALLYSINS $40.95 FOR AT:PO :NT OF FRAMS AND GRATES NOT SHOOT, x L�•e "I �rssss,Pslrf 2isi's/ArArrX © 1 , N I� H DOUBLE SWING ENTRANCE GATE VINYL CdATED MESH " " e >°��' `$ n =_
" > a J 1 i _L.111MAY BE SUBSTITUTED WITH �. 2 e SEAL a
W +1 INSTALL: HM�DM11 AO OIRET.TBi sr TIE P#1B21 1. 1' ii
.. F+ .4 L."L N ` 1 , L 1, 1 a ANOTHER TYPE AS NEEDED CONC.ENCASEMENT W. n ° d Y,
,,, 1"L E INSTALL STONE DRAAiB, OF A MIMSI CF 1 CUBIC FOOT OF AC III STOVE IN A p CO -1 s , O ! I a ° ° wter" 2 I POROUS FABRIC BAG OR HIAP, AT EACH NNW HOLE OR AS DIRECTED BY THE ENSINEER. r - «A II �J 1 MI 6"(TYP}3 12'`I"" �I �12" 1"- a `z gJ n °° aN d•MBRER ALL EXPOSED II>�lE1H 1". (� 7/'� f� -� 11 � a °° ro° 1
g Y " DRANINS NOT TO SCALE. SECTION WI"G b 11,1-41/j, I'-4 " Fes"' °°° ° ° °ea
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PLAN + ° °° 0O O
PLAN OF FRAME ° tisR°
TYPICAL CHAIN LINK FENCE DETAIL --
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MITN ORATE 8 TRAITS RIJIDYm 1 n f " 00000004'5
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BRICK COPING(INCIDENTAL) cr EN o m PLAN OF GRATING
TOP ELEVATION p '1 =
IY � CAST IRON Revisions
TOWN COMMENTS&
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0 I- `l ETD. B40.15 FRAME r 'I"'ii M CD r. -3 CL
1 i Z Ca 1 "L .1" &GRATE ...-... �,.J1 T Z Z ul 0 -ill T t"L Z T 1 12/14/17
ADD SHED
p N M' P4 BAR N d. F•1 .ni -
SITE PLAN APPROVAL
p TO•
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m = m BEE NOTE OOIwIL(6E8 NOTE) -71
MAX. PIPE THIS SIDE - le o V Esj i Q SECTION H-H 31_2' a ,_ " X v. j CD
r- V �icri tz SECTION X-X SECTION Y-Y �' a� �' �_ �� _� - : _ ,
3 . m -.I -rf _j ~ 1-
a DIMENSION$ AND OLAWrTT1E8 FOR DROP INLET(BA D ON MIN. HEIGHT, H)� W v 221 3" 2 r' ' 2%" sI �' ' W �` ; U'
DIMEN$IpiB OF BOX & PIPE CUBIC YARDS DEOl7C'TION$ FOR CO m Mi
3+_1;�n N N �_ ear_.I�rr N N � �
" PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE
�- Goan 1BALL PER 11R"'- O Cl)
D A B N realliNtar C.M. R.C. L "
Y SLAB FT. HT. 1rsULT.N __ 31•�n 22 _ OC
12" 3"-0`. 1?r-011- 2-0� '0.222 0.222 0.852 0.018 , 0.028 (71
16" �•8" 0.848 0.023 0.020
0 15'" ice- 0.7D9 0.033 0.046
Sheet No, ter,
�`, _� ��°' 0.814 0.059 0.0114 MEET , o 1: SECTION E- E SECTION F-F
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U1 � / � 1f � ropO� \ � •`1 `� I � �� � I � J of
7�--MiLL CREEK INTERSTATE OUTDORS, INC I
-g5 DB.04140 PG 0353 J
.� PIN: 265607-69.215 f I
2 BR �1- ~� ` _ �. 10' TYPE'A` BUFFER ~� e `SS e \ / �'r� + J j ZONING: I-P f
/XIVATE SWM MAINTENANCE —�� _ (1,11 LF) \ \ \ r �4��`
& ACC 9IAEMEN7
-
/ MILL CREEK
rTOP
Q���e
-- ,� SCM-1
(SEE SHEET 5 000000/ \ \ T \ I
/ \ I ,' �� �I//'20' PRIVATE SAN.
FOR DETAILS) j f I
j SEWER EASEMENT f I f
WETPOND (REFER TO 000000,
SHEET 5 FOR DETAILS) o J000000
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�CPF'ROX. LOCATION ( J f J
30 CP & L ESMT. w I I f
—` '—L-•� � � I t I
10' TYPE'A' BUFFER J II f
(45 LF) J
I `ITl Pc� � I � • �\ �� fJ II I
10' TYPE'A' BUFFER o��'e\,f
{1,406 LF)
�\ S�
OFFICE (53'x14) I 1 1 1 1
10- TYPE W BUFFER 1 1 rI 1
(234 LF) 1
BLACKMON & STEPHENSON LTD
PB 78. PG 369 I SLOG / r' 11 1 1 1 1 1 1
i 1
ALSO SEE PB 36, PG 23 ��C�POWER
1 1
P1317, PG 155 CENTER
PARCEL ID ND.03003027C AYUG
PIN: 265607-59-1487 I DRAINAGE ESMT.
ZONING: I-P r `
1-4 I 1
� 1 1
RAP STOCKPILE
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GENERAL LANDSCAPE NOTES
1. IN ALL RESIDENTIAL DISTRICTS, DISH ANTENNAS SHALL BE SURROUNDED ON ALL SIDES EXCEPT ALONG THE ANTENNAS
RECEPTION WINDOW, WITH ANY ONE OR COMBINATION OF EVERGREEN VEGETATION, TOPOGRAPHY, LANDSCAPED EARTH
BERM, OR ARCHITECTURAL FEATURES SUCH AS FENCES OR BUILDINGS SO THAT VIEW OF THE LOWER TWO-THIRDS OF THE
DISH AREA IS RESTRICTED FROM ALL PUBLIC STREETS AND 6' ABOVE GROUND LEVEL OF SURROUNDING RESIDENTIAL
PROPERTY,
1.1, IF EVERGREEN VEGETATION IS USED, A SPECIES AND SIZE MAY BE PLANTED WHICH CAN BE EXPECTED TO SCREEN THE
REQUIRED AREA WITHIN TWO YEARS OF NORMAL GROWTH. ANY SCREENING VEGETATION WHICH DIES MUST BE
REPLACED.
2. IN COMMERCIAL AND INDUSTRIAL DISTRICTS, DISH ANTENNAS MUST BE SCREENED FROM VIEW OF SURROUNDING
RESIDENTIAL PROPERTY AND RESIDENTIAL STREETS. THE SCREENING REQUIREMENTS AS TO MATERIALS AND HEIGHT SHALL
MEET THE STANDARDS OF THE RESIDENTIAL DISTRICTS.
3. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE PROPERTY OWNER SHALL SUBMIT A COPY OF THE SITE PLAN FOR NAY
SITE IN THE INDUSTRIAL PERFORMANCE DISTRICT TO THE TOWN OF KENLY, TOGETHER WITH A CERTIFICATION BY A
REGISTERED ARCHITECT, LANDSCAPE ARCHITECT, CIVIL ENGINEER THAT THE SITE PLAN COMPLIES WITH THE REQUIREMENTS.
THE TOWN MANAGER SHALL CHECK THE SITE PLAN FOR COMPLIANCE WITH THE REQUIREMENTS OF THIS SUBSECTION, AND IF
FOUND TO BE IN COMPLIANCE, THIS CONDITION FOR THE ISSUANCE OF THE BUILDING PERMIT SHALL BE ESTABLISHED.
4. ANY EXISTING PLANT MATERIAL ON SITE OR LAND LOCATED WITHIN A 100 YEAR FLOODPLAIN MAY BE INCLUDED N THE
BUFFERYARD AND COUNTED TOWARD THE BUFFERYARD REQUIREMENTS, BUT THE BUFFERYARD SHALL COMPLY WITH ALL
OTHER BUFFERYARD REQUIREMENTS.
5. THE EXACT PLACEMENT OF REQUIRED PLANTS AND STRUCTURES FOR A BUFFERYARD SHALL BE DECIDED UPON BY THE
PROPERTY OWNER, BUT N ALL CASES EVERGREEN (OR CONIFER) PLANT MATERIALS SHALL BE PLANTED IN CLUSTERS
RATHER THAN SINGLY IN ORDER TO MAXIMIZE THEIR CHANCES FOR SURVIVAL.
& THE BUFFERYARD SHALL NOT CONTAIN ANY CLEARING OR GRADING EXCEPT AS NEEDED FOR STREET CUTS, DRIVEWAYS
WHICH MAY CROSS THE BUFFERYARD, RAIL SPURS AND LANDSCAPING TO SATISFY BUFFERYARD REQUIREMENTS.
7, WHERE MORE THAN ONE ZONING DISTRICT OR INTENSITY CLASSIFICATION IS ADJACENT TO A SINGLE PROPERTY LINE OF A
PROPOSED USE, THE MORE RESTRICTIVE BUFFER REQUIREMENT SHALL BE USED ALONG THAT PROPERTY LINE.
`ti
00
20' TOWN OF KENLY !C j f 1 1 Il 11
UTILITYESMT.
APPROX. LOCATION Q 1 1 1 11
30' CP & L ESMT'.
10' TYPE 'A' BUFFER
(201 LF) /10' TYPE `A' BUFFER 1 1 1
(72 LF) 1 f 1 1
/ IINTERSTAN OUTDOOR INC T 1 1 1 1 1
PIN: 26 607 69-211A
ONING: I-P
1 1 !
Jf APPROX. LOCATION
30' CP 1£ L ESMT.
GRAPHIC SCALE
50 D 25 S0 100
1 inch = 50 Ft
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Job No.
Drawn $y
02.170571
MAP
Date
Designer
11/30/2017
MAP
�- `y�Vtl4111fIf,T
PRE
"MIARY
IFOR`
frf!!7[rltfESt` {x.Z� ��
SITE. PLAN APPROVAL ONLY
Revi3ions
1 TOWN COMMENTS & 12/14/17
ADDSHED
TO TOWN FOR FINAL
2 SITE PLAN APPROVAL 1/25/1$
Sheet No.
Ll 0
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