PC_09-01_Weir

Pander County PC 2009.01
Local Government Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
In an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management'
Issued to Dewey Fred Weir, Jr., authorizing development in the Estuarine Shoreline - ORW (AEC) at Great Oak Drive, in
Hampstead, Pander County, as requested in the permlitee's application, dated March 30, 2009. This permit, issued on.
August 7, 2009, is subject to compliance with the application and site drawing (where consistent with the permit), all
applicable regulations and special conditions and notes set forth below, Any violation of these terms may subject
permittee to a fine, Imprisonment or civil action, or may cause the permit to be null and void. .
This permit authorizes: Extension of Great Oak Drive from edge of existing pavement approximately 535 feet In length
northeastward, not to exceed 9,905 square feet in built upon area.
(1) All proposed development and associated construction must be done in accordance with the revised permitted work plat
drawings(s) dated received by Pander County on April 6, 2009,
(2) All construction must conform to the N,C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes In the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on'site. Contact this office at 910-259-1202 for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2), RECEIVED
DCM WILMINGTON, NC
This permit action may be appealed by the permittee or other qualiflad persons
within twenty (20) days of the Issuing date. From the date of an appeal, any
work conducted under this permit must cease unlit the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is Inspected for compliance. Any maintenance work or project
modlflcaUon not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2012
In Issuing this permit it Is agreed that this project Is consistent with the local Land
Use Plan and an applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Kenna
CAMA LOCAL PERMIT OFFICIALO
PO Box 1519
Burga NC 28425
PERMITT
(Signature required If conditions above apply to permit)

Name: Dewey Fred Weir, Jr.
Minor Permit # PC 2009.01
Date: August 7, 2009
Page 2
(5) The amount of impervious surface shall not exceed 26% of the lot area within 575 feet of normal high water
(Estuarine Shoreline - ORW Area of Environmental Concern), In this case,1.45 acres (63,250) square feet is
authorized.
(6) Unless specifically allowed in MA NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all.,
development/construction shall be boated a distance of 30 feet landward of normal high water.
(7) All unconsolidated material resulting from associated construction activity shall be retained on site by effective
sedimentation and erosion control measures, Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(8) Any area proposed for grading within the 30' buffer from the normal high water must be contoured to prevent
additional stormwater runoff to the adjacent marsh, This area shall be Immediately vegetatively stabilized, and must
remain in a vegetated state.
(9) All other disturbed areas shalt be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
RECEIVED
DCM WILMINGTON, NC
AUG 0 6 2009
SIGNAT t DATEBJ� Go Z oog
PERMITTEE

Locality C-trt.-t t7. V� �r ww e5 i Ic �O - O(
Permit Number
Ocean Ha73rdEstuarine ORW Shoreline Public Trust ShorelineOther
(For official use only)
GENERAL INFORMATION
LAND OWNER
Name: Dewey Fred Weir, J
Address: 7904 Madison Park Lane
City: Raleigh State: NC Zip: 27615 Phone: [phone]
AUTHORIZED AGENT
Name: Linwood Jones
Address: 95 Hamostead Village
City: Hampstead State: NC Zip: 28443 Phone: [phone]
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) Great Oak Drive Extension. From US 17 northbound in Hampstead turf right onto Headwaters
Drive. Turn left on Overlook Drive Turn right on Northline Drive Turn left on Great Oak Drive This proiect will
begin at the end of the existing pavement
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) This project will involve
extending the road for approximately 535 ft. A prefabricated bridge will be used to span wetlands.
SIZE OF LOTIPARCEL: _ square feet +/-29.71 acres
PROPOSED USE: Residential ® (Single-family ❑ Multi -family ❑) Commerical/Industrial ❑ Other ❑
TOTAL ENCLOSED FLOOR AREA OF A BUILDING IN THE OCEAN HAZARD AREA OF
ENVIRONMENTAL CONCERN (AEC): oh square feet (includes all floors and roof covered decks)
SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT -UPON SURFACES IN THE
COASTAL SHORELINE AREA OF ENVIRONMENTAL CONCERN (AEC): 10.700 square feet (535117 X 20ft =
10,700sf) (Calculations includes the area of the roof/drip line of all buildings, driveways, covered decks, concrete or
masonry patios, etc. that are within the applicable AEC.XAttach your calculations with the project drawing.)
Choose the AEC area that applies to your property:
(I)within 75 feet of Normal High Water for the Estuarine Shoreline AEC
)02)within 575 feet of Normal High Water for the Estuarine Shoreline AEC, adjacent to Outstanding Resource Waters
(3)within 30 feet of the Public Trust Shoreline AEC
(Contact your Local Permit Officer if you are not sure which AEC applies to your property.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality? YES ❑ NO
If yes, list the total built upon area/impervious surface allowed for your lot or parcel. _ square feet.
HECEIVED
DDA WILMINGTON, NC
AUG 0 7 2009

OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA minor development permit.
As a service we have compiled a listing of the kinds of permits that might be required. We suggest you check over the list with your LPO to
determine if any of these apply to your project. Zoning, Drinking Water Well, Septic Tank (or other sanitary waste treatment system), Building,
Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA Certification, Sand Dune, Sediment Control,
Subdivision Approval, Mobile Home Park Approval, Highway Connection, and others.
STATEMENT OF OWNERSHIP:
1, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or
a person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the
person listed as landowner on this application has a significant interest in the real property described therein. This interest
can be described as: (check one)
® an owner or record title, Title is vested in Pender County, see Deed Book 822
page 4M in the Pender County Registry of Deeds.
❑ an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in _ County.
❑ if other interest, such as written contract or lease, explain below or use a separate sheet and attach to this application.
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that 1 have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (Address)
(1) Gary Rice Great Oak Drive Hampstead NC 28443
(2) Bert L. Lea 301 Lea's Lane Hampstead NC 28443
(3)
(4) _
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
I acknowledge that the land owner is aware that the proposed development is planned for an area which may be
susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the particular
hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabilization
and floodproofing techniques.
PERMISSION TO ENTER ON LAND:
I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer and his agents
to enter on the aforementioned lands in connection with evaluating information related to this permit application.
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the AEC hazard notice where necessary, a check for $100.00 made payable to the locality, and any
information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation
of any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
This the 10th day of February, 20 09
\11--li Landow* jr pers6 j authorized to act as his agent
for purpose of filing a CAMA permit application
RECEIVED
DCM WILMINGTON, NC
AUG 0 7 2009

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor development permit.
The drawing may be simple and not necessarily to scale. The Local Permit Officer will help you, if requested.
PHYSICAL DIMENSIONS
® Label roads
® Label highways right-of-ways
® Label local setback lines
® Label any and all structures and driveways currently existing on property
PHYSICAL CHARACTERISTICS
® Draw and label mean high water mark
❑ Draw location of on -site wastewater system
If you will be working in the ocean hazard area:
❑ Draw and label dune ridges (note height)
❑ Draw and label toe of dune
❑ Identify and locate first line of stable vegetation
❑ Draw and label setback line under LAMA
❑ Draw and label topographical features (optional)
If you will be working in an estuarine shoreline area:
® Draw and label landward limit of AEC
® Describe terrain (slope)
DEVELOPMENT PLANS
® Draw and label areas that will be disturbed
❑ If a house is to be placed on lot, describe location of house
❑ Note size of piling and depth to be placed in ground
® Draw and label all areas to be paved or graveled
® Describe composition of surface
® Note and list fully all trees and vegetation to be removed or relocated
❑ Show landscaping
NOTE TO APPLICANT
Have you: RECEIVED
• completed all blanks and / or indicated if not applicable? D C M W I C E I V E D
• notified and listed adjacent property owners?
• included your site drawing? AUG 7 2009
• signed both application and statement of ownership?
• enclosed the $100.00 fee?
• completed an AEC Hazard Notice, if necessary?
FOR STAFF USE
Site Notice Posted Final Inspection Fee Received ✓
Site Inspections
Date of Action: Issued Exempted Denied Appeal Deadline (20 days)

W
50UTHWIND
5URYEYING AND ENGINEERING. INC.
2D'aEk FCAD 95:WArySiWMLACIE
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March 17, 2009
Mr. Bert L. Lea
301 Lea's Lane
Hampstead, NC 29443
SUBJECT: Great Oak Dr. - Extenstion
Hampstead, Pender County, NC
Dear Mr. Lea,
The purpose of this letter is to inform you of development plans adjacent to your property.
These plans include a 530 ft extension of Great Oak Drive to provide access to the remaining
20 acres of Mr. Weir's property. We are in the process of applying for a CAMA permit. Please
find attached a copy of the proposed construction project.
If you have any questions or need any additional information, please give me a call at 910-270-
8617.
Sin y,
wood J. Jones, Jr.
Agent for Dewey F. Weir, Jr.
RECEIVED
DCM WILMINGTON, NC
AUG 0 7 2009
201 GLEN ROAD, GARNER NORTH CAROLINA PHONE: [phone] / FAX: [phone]
95 HAMPSTEAD VILLAGE. HAMPSTEAD. NORTH CAROLINA PHONE: [phone] / FAX: [phone]

SOUTHWIND
5URVEYING AND ENGINEERING. INC
W SUKVE-ONO i E*,;4EEZNG � L>NJ �IvwG
201 GLEN rD C'S'Wr,: FG a_
GAVNEe `MPSIP K,L --1
i 31Y-'^S 'J163 91: VOA 7
9e J11Uap!`ax) WM12.SIP Tkwi
February 9, 2009
Mr. Gary Rice
Great Oak Drive
Hampstead, NC 28443
SUBJECT: Great Oak Dr. - Extension
Hampstead, Pender County, NC
Dear Mr. Rice,
The purpose of this letter is to inform you of development plans adjacent to your property.
These plans include a 600 ft extension of Great Oak Drive to provide access to the remaining +/-
20 acres of Mr. Weir's property. We are in the process of applying for a CAMA permit. Please
find attached a copy of the proposed construction project.
If you have any questions or need any additional information, please give me a call at 910-270-
8617.
rely,
CAinwood J. Jones,
Agent for Dewey F. Weir, Jr.
RECEIVED
DCM WILMINGTON, NC
AUG 0 7 2009
201 GLEN ROAD, GARNER NORTH CAROLINA PHONE: [phone] / FAX: [phone]
95 HAMP5TEAD VILLAGE. HAMPSTEAD. NORTH CAROLINA PHONE: [phone]/ FAX: [phone]

SOUTHWIND
SURVEY.NG AND ENGINEERING, l",C.
W swvE �uG: _.G�peewr+:u; uNv •�•: sir._
March 16, 2009
Mr. Kenneth Vafier
805 South Walker St.
Burgaw, NC 28425
SUBJECT: CAMA Minor Permit Application
Great Oak Dr. - Extension
Hampstead, Pender County, NC
Dear Mr. Vafier,
Please find enclosed one set of the revised Erosion and Sedimentation Control plans as well as a
revised CAMA Minor Permit application for Great Oak Extension. The proposed street
extension has been shortened, reducing the disturbed area to less than one acre. As a result of the
reduced disturbed area this project no longer requires an Erosion and Sedimentation Control
Permit. Since this project no longer requires an Erosion and Sedimentation Control Permit, it is
my understanding that we may apply for a CAMA Minor Permit. These plans are specifically for
a 600 ft extension of Great Oak Drive to provide access to the remaining +/-20 acres of Mr.
Weir's property. No lots will be developed under this permit.
If you have any questions or need any additional information, please give me a call at 910-270-
8617.
y S' l,
wood J. Jones, Jr.
Agent for Dewey F. Weir, Jr.
RECEIVED
DCM WIL.MINGTON, NC
AUG 0 7 2009
201 GLEN ROAD, GARNER. NORTH CAROLINA PHONE: [phone] / FAX: [phone]
95 HAMP5TEAD VILLAGE, HAMPSTEAD, NORTH CAROLINA PHONE: [phone] FAX: [phone]

T
PLANNING AND COMMUNITY DEVELOPMENT
PLANNING • CODE ENFORCEMENT • BUILDING INSPECTIONS • CENTRAL PER TMNG
August 7, 2009
Mr. Gary Rice
PO Box 928
Hampstead, NC 28443
Dear Mr. Rice:
This letter is in response to your correspondence, which was received by Pender County on April 14, 2009, regarding
your concerns about the proposed development by Dewey F. Weir, Jr., at Great Oak Drive, adjacent to the Atlantic
Intracoastal Waterway, in Pender County. The project consists of the extension of Great Oak Drive approximately 535
linear feet, not to exceed 9,995 square feet of built upon area. The proposed project has been determined to comply with
local regulations and the Rules of the Coastal Resources Commission (71-1.0209), and as such, a permit has been issued
to authorize the development. I have enclosed a copy of the permit as well as the applicable rules.
If you wish to contest our decision to issue this permit, you may file a request for a Third Party Appeal. The Chairman of
the Coastal Resources Commission will consider each case and determine whether to grant your request to file for a
Contested Case Hearing. The hearing request must be filed with the Director, Division of Coastal Management, in
writing and must be received within twenty (20) days of the disputed permit decision. I have enclosed the applicable
forms and instructions that must be filed prior to that deadline. Please contact me at 910-259-1734 if you have any
questions or if I can provide any additional information.
Respectfully yours,
Kenneth Vafier, LPO
Pender County
PO Box 1519
Burgaw, NC 28425
cc: Heather Coats, DCM Wilmington Regional Office W I o Enc1 o S q-c s ��
Donnie Adams, Southwind Surveying 8 Engineering
REGEI' EL
BURGAW
AUG 1 0 2009
aemPSTEA
PHONE 9102S91202
PHONE 91027OMS
FAX: 91OZ9129S
FAX 910270S021
PO BOXISI9
DCM WILMINGTON, NC
248 TRANSFER STATION RI).
BURGAW, NC 28425
HAMPSTEAD, NC 28443
[e-mail] • 80S S. WALKER STREET, BURGAW, NC

Simpson, Shaun
From: Ken Vafier [[e-mail]]
Sent: Thursday, August 06, 2009 2:03 PM
To: Simpson, Shaun
Subject: FW: Scanned image from AR-BC320
Attachments: AR-BC320_20090806_145948.pdf
Please find attached the permit for 09-01.
This came back to us after DWQ issued another letter stating it would not require a stormwater
permit.
Kenneth E. Vafier
Senior Planner
Pender County Planning and Community Development Division of Planning
805 S. Walker Street
Burgaw,,NC 28425
910-259-1734
910-259-1295 (fax)
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Thursday, August 06, 2009 3:00 PM
To: [e-mail]
Subject: Scanned image from AR-BC320
DEVICE NAME:
DEVICE MODEL: AR-BC320
LOCATION:
FILE FORMAT: PDF G4
RESOLUTION: 200 dpi x 200 dpi
Attached file is scanned image in PDF format.
This file can be read by Adobe Acrobat Reader.
The reader can be downloaded from the following URL:
http://www.adobe.com/

PLANNING AND COMMUNITY DEVELOPMENT
PLANNING - CODE ENFORCBIENf • BUILDING MECnONS • CENTRAL PERMITTING
July 30, 2009
Mr. Dewey F. Weir, Jr.
7904 Madison Park Lane
Raleigh, NC 27615
RE: APPLICATION FOR MINOR PERMIT - PC 2009-01
PROJECT ADDRESS- Great Oak Drive Extension
Dear Mr. Weir:
Pursuant to the June 25, 2009 letter from NCDENR Division of Water Quality (DWQ) exempting the proposed scope of
work from obtaining a stormwater management permit, the referenced project is considered minor development and will
be facilitated through the local jurisdiction in accordance with NC GS 113A —118 (d)(2). This letter serves as notice that
the minor permit application process will be continued from April 16, 2009, when an additional information request was
made by our office.
Please note that in accordance with the Department of Environment and Natural Resources regulations, we note that a
certain time has passed while the application has remained in our office. Therefore, a local decision will be made in 8
days, provided this period is not extended as provided by law.
If I may be of further assistance, please contact me at 910-259-1734.
Respectfully yours,
Kenneth Vafier, LPO
Pender County
PO Box 1519
Burgaw, NC 28425
cc: Heather Coats, DCM Wilmington Regional Office
Donnie Adams, Southwind Surveying & Engineering
Georgette Scott, DWQ Wilmington Regional Office
NIR .AW
PHONE 910IS91202
FAX 910259J295
PO BOX 1519
BURGAW, NC 2842S
RECEIVED
JUL 3 1 2009
DCM WILMINGTON, NC
HAMeSMO
PHONE [phone]S
FAX 91017OS02J
248 TRANSFER STATION P.D.
HAMPSMD,NC 28443
COMMUNrNDEVELOPMENTQPENDER-COUNTY.COM • 80S S. WALKER STREET, BURGAW, NC

PLANNING AND COMMUNITY DEVELOPMENT
PLANNING • CODE ENFORCEMENT • BUILDING INSPECTIONS - CENTRAL PERMITTING
July 30, 2009
Mr. Gary Rice
PO Box 928
Hampstead, NC 28443
RE: APPLICATION FOR MINOR PERMIT - PC 2009-01
PROJECT ADDRESS- Great Oak Drive Extension
Dear Mr. Rice:
On March 30, 2009, an application for a CAMA Minor Permit was submitted to our office for the extension of Great Oak
Drive approximately 535 linear feet. Subsequently, we received documentation from North Carolina Department of
Environment and Natural Resources (NCDENR) Division of Water Quality (DWQ) stating that the proposed scope of
work would necessitate a state stormwater management permit. In accordance with NC GS 113A-118(d)(1), this would
have required a CAMA Major Permit to be issued through the Division of Coastal Management's Wilmington Regional
Office. Thus, the Minor Permit application process was terminated by our office on May 22, 2009.
Due to a reduction in the scope of work, a June 25, 2009 letter from DWQ exempted the project from obtaining a
stormwater management permit. As such, the referenced project is again considered minor development and will be
facilitated through the local jurisdiction in accordance with NC GS 113A —118 (d)(2).
This letter serves to notify you as an adjacent property owner that the minor permit application process will again be
processed through our office. Any questions or objections you may have to the project may be forwarded to our office.
If I may be of further assistance, please contact me at 910-259-1734.
Respectfully yours,
Kenneth Vafier, LPO
Pander County
PO Box 1519
Burgaw, NC 28425
Cc: Heather Coats, DCM Field Representative
PHONE [phone]
FAX 9102S9129S
PO BOX 1519
BURGAW, NC 2842S
RECEIVED
JUL 3 12009
DCM ILMINGTON; NC
HAMPSM
PHONE [phone]E
FAX [phone]
248 TRANSFER STATION RD.
HAMPSTUD, NC 28443
COMMUNITYDEVELOPMENTQPENDER-COUNTY.COM • 805 S. WALKER STREET, BURGAW, NC

PLANNING AND COMMUNITY DEVELOPMENT
PLANNING • CODE ENFORCEMENT • BUILDING INSPECTIONS • CENTRAL PERMn-nNG
May 22, 2009
Mr. Dewey F. Weir, Jr.
7904 Madison Park Lane
Raleigh, NC 27615
RE: APPLICATION FOR MINOR PERMIT • PC 2009-01
PROJECT ADDRESS- Great Oak Drive Extension
Dear Mr. Weir:
As you know, the referenced CAMA Minor Permit Application was placed on hold on April 16, 2009 to request verification
from applicable state and federal regulatory agencies regarding permitting for the proposed scope of work. Accordingly,
on April 29, 2009, a letter from the North Carolina Division of Water Quality (DWQ) stated that the total scope of work,
including future road extension and development of lots in the subdivision, would be considered a common development
plan. Therefore, a stormwater permit will be required through DWQ as the development plan exceeds the threshold of
10,000 square feet in built upon area.
In accordance with NC GS 113A —118 (d)(1), the proposed development will require a CAMA Major development permit
to be issued through the Division of Coastal Management (DCM) Wilmington Regional Office. Therefore, I am unable to
process the request for a CAMA Minor Permit and as such the application process will be terminated.
I encourage you to contact Ms. Heather Coats, Pender County Field Representative for DCM, for assistance with the
CAMA Major Permit application process at 910-796-7215.
If I may be of further assistance, please contact me at 910-259-1734.
Respectfully yours,
Kenneth Vafier, LPO
Pender County
PO Box 1519
Burgaw, NC 28425
cc: Heather Coats, DCM Wilmington Regional Office
Donnie Adams, Southwind Surveying & Engineering
Linda Lewis, DWQ Wilmington Regional Office
PHONE [phone]
FAX 9102S9129S
PO BOX IS19
SURGAW.NC 28425
RECEIVE®
MAY 2 6 200g
DCM WILMINGTON, NC
PHONE [phone]SOS
FAX [phone]
248 TRANSFER STATION RD.
HAMMUD. NC 28443
COMMUNMDEVELOPMENTOPENDER-COUNTY.COM • 805 S. WALKER STREET, BURGAW, NC

PLANNING AND COMMUNITY DEVELOPMENT
PLANMNG • CODE ENFORCEMENT • BUILDING MSPECITONS • CENTRAL PERMITTING
April 16, 2009
Donnie Adams, P.E.
95 Hampstead Village
Hampstead, INC 28443
RE: ADDITIONAL INFORMATION REQUIRED
APPLICATION NUMBER- PC 2009-01
PROJECT ADDRESS- Great Oak Drive
Dear Mr. Adams:
We originally accepted your application under the impression that it was complete. On subsequent review,
I have discovered that additional information is needed to complete the review process. Accordingly, I am requesting that you submit
the following additional information to this office:
1. Verification from North Carolina Division of Water Quality that no Stormwater Management Permit is necessary for the
proposed scope of work.
2. Verification from US Army Corps of Engineers that no permitting related to wetlands impacts is necessary for the
proposed scope of work.
Please be aware that any changes to the current scope of work that may require other state or federal regulatory agency permitting
will require the issuance of a CAMA Major Permit for this project.
In accordance with the Department of Environment and Natural Resources regulations, we note that a certain time has passed while
the application has remained in our office. Upon submission of the requested items, a local decision will be made in 8 days, provided
this period is not extended as provided by law.
Please contact me at 910-259-1734 if you have any questions.
Respectfully yours,
Kenneth E. Vafier, LPO
Pender County
PO Box 1519
Burgaw, INC 2842
cc: Heather Coats, DCM
Dewey F. Weir, Jr., Property Owner
IHIRGA�
PHONE 9102S91202
FAX 9102S93295
PO BOX 1S19
BURGAW. NC 2842S
RECEIVED
APR 34 2009
DCM WILMINGTON, NC
PHONE [phone]
FAX [phone]
248 TRANSFER STATION RD.
HAMPSMD. NC 2803
[e-mail] • 80S S. WALKER STREET, BURGAW, NC

PLANNING AND COMMUNITY DEVELOPMENT
PLANNING • CODE ENFORCEMENT • BUILDING INSPECTIONS • CENTRAL PERMITTING
February 17, 2009
Mr. Donnie Adams
95 Hampstead Village
Hampstead, NC 28443
RE: APPLICATION FOR MINOR PERMIT
PROJECT ADDRESS- Great Oak Drive
Dear Mr. Adams:
Thank you for your recent application for a CAMA Minor Permit for the extension of Great Oak Drive. Based on my
subsequent project review and discussion with you it appears that the scope of work for this project will require
development permits from other agencies. As such, in accordance with NC GS 113A —118 (d)(1), the proposed
development will,require a CAMA Major development permit to be issued through the Division of Coastal Management's
Wilmington Regional Office. Therefore, I am transmitting the submitted application materials back to your office.
Should the scope of work or permitting requirements change to where a CAMA Minor permit is required, I will be
available to assist you through that process.
Please contact me at 910-259-1734 if you have any questions.
Respectfully yours,
Kenneth Vafier, LPO
Pender County
PO Box 1519
Burgaw, NC 28425
cc: Heather Coats, Wilmington Regional Office
wl. t,ctocw-ez
IC.J
PHONE [phone]
FAX [phone]
PO BOX 1519
BURGAW. NC 28425
RECEIVED
FEB 19 2009
UC„ry WILMINGTON, NC
PHONE [phone]SOS
FAX [phone]
249 TRANSFER STATION RD.
HAMPSTEAD. NC 28443
[e-mail] • 805 S. WALKER STREET, BURGAW, NC

Simpson, Shaun pA) 4 �)/ V I
From: Ken Vafier [[e-mail]]
Sent: Tuesday, September 08, 2009 9:29 AM
To: Simpson, Shaun
Subject: FW: PN Co. 09-01 notis
Attachments: image001.gif
Hi Shaun,
First let me apologize for all the missing items, I didn't realize we had so many.
As for the USPS receipts for 09-01, we never did receive them as certified from the applicant. Upon
submission I immediately noticed this and referenced 7J .0204(5)(B) where it discusses the
notification requirements for minor permits. My interpretation of the language here was that certified
mailings were not specifically required, but rather what they had submitted did constitute "actual
notice... which satisfies the Local Permit Officers that a good faith effort has been made to provide the
required notice." Part of this interpretation was the fact that I had been in communication verbally and
in writing with the adjacent property owners throughout the process so was confident that they had
been adequately notified.
If this still poses a problem please let me know and we can work through it; the permit has been
issued at this point of course.
Ken
Kenneth E. Vafter
Senior Planner
Pender County Planning and Community Development
Division of Planning
805 S. Walker Street
Burgaw, NC 28425
910-259-1734
910-259-1295(fax)
From: Ben Andrea [mailto:[e-mail]]
Sent: Thursday, September 03, 2009 4:09 PM
To: 'Kenneth Vafier'
Subject: FW: PN Co. 09-01 notis
Benjamin D. Andrea
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Simpson, Shaun [mailto:[e-mail]]
Sent: Thursday, September 03, 2009 4:06 PM
To: Ben Andrea
Subject: PN Co. 09-01 notis

To: Simpson, Shaun
Subject: RE: PN Submittals
Hi Shaun,
Ken is on vacation until September 9/8, but I will get these items together and to you as soon as I can. Hope you are
well!
Benjamin D. Andrea
Email correspondence to and from this address Is subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Simpson, Shaun [mailto:[e-mail]]
Sent: Wednesday, August 26, 2009 1:28 PM
To: Ben Andrea
Subject: FIN: PN Submittals
Hi Ben: I sent this to Ken and just go his auto -response. Perhaps you can assist?
Thanks.
From: Simpson, Shaun
Sent: Wednesday, August 26, 2009 1:23 PM
To: 'Ken Vafier'
Subject: Submittals
Hi Ken, Hope your day is going well. I am missing a few item from the following applications:
• 09-01 for Weir, have permit, need drawing, notifications (I have cc's of the letters, but nothing showing
attempt to deliver, or signatures), and PN(Public Notice).
• 09-02 for Tracy, everything except PN
• 09-03 for Sample, no permit yet, need drawing and PN
Thanks!
Shaun Simpson
Environmental Technician
NC Dept of Environment & Natural Resources
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone], Fax: [phone]
Shaun. Simnson(a),ncdenr. gov
'Please note change of email address'
E-mail correspondence to and from this address
maybe subject to the North Carolina Public
Records Law and may be disclosed to third parties.'
ABe Green -Don't print this e-mail unless required.

Jq-a/
NOTICE OF FILING
OF APPLICATION FOR
CAMA MINOR DEVELOPMENT PERMIT
Pursuant to NCGS 113A-119(b), Pender County, a locality authorized to issue CAMA
permits in Areas of Environmental Concern, hereby gives NOTICE that on March 30, 2009,
Dewey Fred Weir, Jr., applied for a CAMA permit to extend Great Oak Drive approximately
535 feet at the eastern end of Great Oak Drive in Hampstead, Pender County, NC.
The application may be inspected at the address below. Public comments received by
April 23, 2009 will be considered. Later comments will be accepted and considered up to the
time of permit decision. Project modifications may occur based on further review and
comments. Notice of the permit decision in this matter will be provided upon written request.
Kenneth Vafier
CAMA Local Permit Officer for
Pender County
PO Box 1519, Burgaw, NC 28425
910-259-1734
PLEASE PUBLISH ON: April 8, 2009
► L:CEIVED
DCM MLMINGTON, NC
AUG 2 7 2009

0
nv
�S_,
UTILITY NOTE
7, INSTALL ONE (1) JOINT OF DUCTILE IRON PIPE (DIP) UNDER ALL
1. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH STORM DRAIN CROSSINGS.
PENDER COUNTY PUBLIC UTILITIES STANDARDS. FIRE HYDRANT, 6" GATE VALVE AND BOX,
CONTRACTOR SHALL THE TYPE, SIZE, DEPTH, 8. FIRE HYDRANT ASSEMBLY INCLUDES BLOCKING, AND STONE. THE MAIN LINE
2. THE C BEGINNING 6" D.I.P., RESTRAINING RODS, THRUST
MATERIAL, AND LOCATION OF ALL UTILITIES PRIOR TO BEGINN TEE IS NOT INCLUDED. SEE DETAIL ON DETAIL SHEET.
CONSTRUCTION. MINIMIZE THE PLACEMENT OF EXCAVATED 9. FIRE HYDRANT I BONNBTY
S AND CAPS SHAH BE PAINTED WITH HIGHLY REFLECTIVE
3. THE CONTRACTOR SHALL MI MATERIAL MUST BE PLACED PAINT AS SPECIFIED PENDER COUNTY PUBLIC UTILITIES. THE HYDRANT
MATERIAL ON THE ROADWAY, IF EXCAVATED MAIE
ON THE ROADWAY, THE CONTRACTOR SHALL FIRST COVER THE ROAD WITH BARREL SHALL BE PAINTED RED.
,SAND OR SCREENINGS. 10. WATER SERVICE PIPE SHALL BE POLYETHYLENE TUBING RATED FOR 200 PSI.
WHERE WATER SERVICES ARE "PAIRED", A SINGLE 1" SERVICE LINE MAY BE
E CONTRACTOR SHALL COMPLY WITH THE APPROVED NCDOT PROVIDED WITH A BRONZE WYE. WHERE SERVICE LINES CROSS UNDER PAVEMENT
4. THE AGREEMENT. STALLED BY OPEN CUT, A 2" SCHEDULE 40 PVC SLEEVE SHALL BE
ENCROACHMENT AND ARE IN
5. THE CONTRACTOR SHALL P . ROVIDE ONE (1) FIRE HYDRANT REPAIR PROVIDED THE LENGTH OF THE ROAD.
KIT To PENDER COUNTY.
6. BACTERIOLOGICAL SAMPLE RESULTS OLDER THAN THIRTY (30) DAYS
FROM THE DATE OF THE PROJECT ACCEPTANCE WILL NOT BE
ACCEPTABLE AND BACTERIOLOGICAL TESTING MUST BEREPEATED.
�
V�
CARLA D. MC
D8 2424, PG
PIN # 3292—
DEUCE INVESTMENTS INC.
DB 2871, PG 107
PIN # 3292-41-030)-0000
11 H 111
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CD
S
x 50 V_ *;;u
('_,ONSTRUCTIONl
I <
V_ ENTRANCE r m
v- INV 24"
RCP
S ffln A
EX. MH
RI M — 21.2-Q S,
NIV, OUT q
INV lN=16.51
I N G 0,
—EX.6;1 'WL-
- ------ E III ItIll EX. 6's
0+00—
AV
GREAT OAK DRIVE 1+00
/,NCSR 1777
20
EXISTING-
EOP
REMOVE EX,,,, BOA
ND EXTEND W/L.
cn cu rrt::�
rno 0 TALL 201_1:�"'OF
>1, 1 S
rri_i 1NISO" RCP IN CENTER
f\J -
00 Cb OF SWALE
+
0 (n
>cfl7u x
Ut f% _Ir*n REMOVE EXISTING
LEGEND:
-ExtsTING CONTOUR
—H+H+44+H* -LIMITS OF DISTURBANCE
_SF —SF- - -SILT FENCE
-TEMPORARY DIVERSION
-OUTLET PROTECTION
VX-CHECK DAM
CONSTRUCTION ENTRANCE
20'x5O'x6" STONE
STRAW W1 NET
-SEDIMENT TRAP
-WETLANDS
AREA BY COORDINATE COMPUTATION
30 is 0 30 60
GRAPHIC SCALE
>
<
0
Z
Z
0
z
CHECK DAM W/ & SEDIMENT STORAGE
CDJ
WEIR
LENGTH
4.0'
_WEIR
STORAGE
WIDTH
9.0,
LENGTH
18.0,
DEPTH
2.0#
-1—j_
2
4-V
10.0
7n 0'
2.V
SEDIMENT TRAP DIMENSIONS
ST#WIDTH
LENGTH_
DEPTH
WEIR
1
20.0'
3.5'
6#
2
3
14.0'
15.0'
28.0
30.0'
3.5'
3.51
4'
GARY RICE UAN Y NIUL I
DBk 1139, Pg 52
DBk 1606, Pg 120
MBk 25, Pg 82
MBk 25, Pg 82
z
MBk 17, Pg 15
C4 0
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rat
GREAT OAK EXTENSION
CLIENT
DEWEY F. WEIR M
7904 MADISON PARK IN.
RALEIGH, NC 28615
[phone]
SHEET- INDEX
1 .... SEDIMENTATION & EROSION CONTROL / STORMWATER
2...PLAN AND PROFILE (GREAT OAK EXT.)
3 ... EROSION CONTROL DETAILS
1 4 ... WATER DETAILS
5 ... SEWER DETAILS
DEWEY F. WEIR
DB 822, PG 46
PIN # 3292-41-2887-0000
ENDING @ STATION 4+60
OCATER,1,' INSIDE R/W '41 pro, BRIDGE (CONTECH)
L I(ZERO WETLAND
,• IMPACT)
A
W/
OFF EOP
•
Ma g
•
I'l I L I
now
Fill g-jr.
J__
0.
u9m.
ENTIRE STREET EXTENSION jS WITHIN THE CAMA AEC LINE.
OCEINt
.'AUG 2 7 20
N(
--L
PROJECT E140*4EER
DONNIE ADAM'
� :1 N'1 3.
It
VERTICAL, SCALE N/
DATE, DEC. 20C
Skibkj f NV,
1
L OF

CONSTRUCTION SEQUENCE WAR. 6'-0. 81'--
PAVEMENT SHOULDER
WIDTH WIDTH
1. OBTAIN GRADING PERMIT AND STORMWATER PERMIT (IF APPLICABLE).
2, BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY. THE * t.5'MIN �25
CONTRACTOR SHALL NOTIFY THE AGENCY (OR AGENCIES) THAT 4 * � �` 9' MIN t IO
RMWAIE'R PERMITS , AS TO THE DATE IEWPORA.RY CHANNEL LINER 4 � +�6 � P FORE CHANNELS NE S ON METAL HOOKED aNED
ISSUED THE GRADING AND STQ () � � �" R � _ 8z +ti.00 � PREFORMED diAPIPELS ON METAL POSTS, OR FASTENED
ro CEDAR OR WOOD POSTS W/ /e STAPLES.
ComwicamS * STAKEAyA �• ^ W o
THE LAND DISTURBING ACTIVITY WILL BEGIN. DIVISION OF LAND \'� 4 -$ 33 &
a, F�oanvAtE THE CHANNEL A/ei rlEs'fOItE IT TO � � OR �' 8 � "''"---.. � �awv"0�iu.E+er i,RESISTANT � w`�"! METAL
'�`c
RESOURCES, LAND QUALITY SEC770N, WILMINGTON, N,C, NWAI0004AL A 0 AND MADRCIJT. MIDI STATHE OG, �� * C i"/FT
MIOICAtE A o.2` ovERcuT ARDUNLI THE iaiANtIEL `�..
��Y' CUPS OR WIRE AT E' OFF CENTER.
9i0-796-7215. PERBEFER Fort SIL7= AND SUtJ Aft /
PE7dDER COUNTY STORMWA7ER ADMINISTRATOR 910-796-7215 �� � .1
MPORARY GRAVEL CONSTRUCTION ENTRANCE. TEMPORARY �• GRADE " AWAY FROM CHANNEL SO THAT f FILTER CLO '1
J. INSTALL TE CHECK DAMS, �� WATER MAY ENtER FREELY � MAXIMUM SEDIMENT STORAGE LEVEL. RErIavE
DIVERSIONS, SILT FENCING, SEDIMENT BASINS, 3A APPLY LEE, PERFILUER AND SEED TO THE SEDIMENT WI N tins 4EVE1 Is REAMED
ENT LEVEL SPREADERS OR OTHER EROSION CONTROL QIA>'M s AND ADJMMIG ARFJIS N ACCORDANCE PLAN VIEW OR As DIRECTED aY COHSEFtvATlOri
SHOULDER SECTION INSPECTOR.
PERMANENT
MEASURES SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS wt1H IL VEGETATION PLAN. CHECK 8LOTAT2F INTERVALS DRIVEWAY TURNOUT GRADES
NECESSARY TO INSTALL THESE DEVICES �.
NECES' 4. s� IgtRAw MULTI AT hE RATE aF CLASS t � B SHOULDER SECTION
4. CALL 9 f 0-796-7215 DIVISION OF LAND RESOURCES, LAND ouALRY iaat "Doo Smn ♦ LSOMIETRtC VIEW EROSION CONTROL
STONE 6�0'
SECTION, WILMINGTON, N.C. FOR ON SITE INSPECTION AN L Natty MULCH IN Pact: ammAtELY AIFTER
CERTIFICATE
wnH JutE IIETIN6 NSTALLED ASEo�C 2' MAX AT NOT TQ SCALE 4 '
F COMPLIANCE.
f
O C FILTER CLOTH SHML
CErtTER
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. L START LAXING THE NET FROM M tor'• OF THE � SHEET ��N� ���
ROUGH GRATIS SITE. uPSntFa DID OF nIE cttANNe. AND tJlIROIJ. ,p<'(`'j
o�IM/ GMADE. DO NOT SMYCH NEri1N6. ��'^
fi. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS WITH SILT ^{�^ �'='^`;�'�`,""��• NAtURAI GRADE
FENCING, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS t. BURY Y LIPSOLE AC AND STAPLE THE NET
PRQPA7TVL•"' SIZED OUTLET EVERY
AROUND THE INCHES ACROSS
� THIE Top END, THE�t�T so � � � � CARRY APPROX. 12" of FABRIC INTO Tr�a+,
SHOWN ON 7WE PLAN. INSTALL 7NE AP THAT FIVE STRAW N HELp AND
ACROSS
AGAINST FILE COMER W4TH rc,PSCI� AND TAMP sAcacrxl
DISSIPATER AS SHOWN ON THE PLANS AS /NDIACTED IN THE PIPE SAL. t � Do NOT S>1RETW FrE NETTING � CROSS-SECTION VIEW CARRY s' OF WIRE MoroCEDAR
TRENCH,
UC77NG BUILDINGS, ECT WHEN 9EAP1.IVG. HARIDWAREMEtAi., tXcOAR, � 4•xa• TREATED WOOD
CHART. BEGIN CONSIM BADE h7iN � ;, acFN POSTS AT TSY SHOULD D S CEDAR
7. STABIUZE SITE AS AREAS ARE BROUGHT UP TO G & NETTED S SHOIJLD BE JOINED 70GETF�R ° Waoo Pasts sHo1x D se �' DEEP MW
VEGETATION, PAVING, DITCH LININGS, ECT. OW It �AfIM A 3-INCN OVERLAP ANID ROCK CHECK D A M
8. GROUNDCOVER MUST BE APPLIED TO INACTIVE DISTURBED AREAS w,
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS M TO JDN EIS OF STRIP$ MISERY FNE NEW ROLL OF INTERMITTENT CHECK SLOT NOT TO SCALE
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 NET L A TRENCH AS WIN TW P'E END AND -
ovERs ar IT 18 NCHEs rIIFl4 tHE PREVIOUSLY LAID ��
CALENDAR DAYS, WHICHEVER IS SHORTER, ON PERMANMENT AREAS, UPPER Rau . um w ER 6 NICHES of m is STANDARD TEMPORARY SILT FEN C
NCHES OVERLAP AND STAPLE EMERY t2 I K�HES ���� _ 3' FILTER FABRIC
21 CALENDAR DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS ANTICIPATE AND DEPOSlT10N ABOVE THE CHECK !AM AND STANDARD am GROUND
ACROSS THE DID.
OR 6Q CALENDAR DAYS, WHICHEVER /S SHORTER IN SENSITIVE EROSION FROM HIGH FLOWS AROUND THE EDGES OF 174E DAM. CORRECT ALL Ja<
WATERSHEDS R DaMucEs IMMEDIATEZY. AF S/CN/FKAA/T EROSION OCCURS BETWEEN GAA/S,°oa ,Y nn �5c NOT 70 SCALE
COMPLETE AND ALL AREAS DITCH LINE INSTALL A PRIOTECTIVE RIPRAP LINER /N iT�i4T PORTION OF 7lYE CHANNEL
a c MAJN7LNANCE
9. WHEN CONSTRUC770N IS C REMOVE SEDIMENT ACCUMULATED BE AND THE DAMS AS NEEDED 7i1 PREVENT �tta�r
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
ARE PERWNENTLY STABILIZED COMPLETELY W17 4 THICK VEGETA770N, NOT TO SCALE DAMAGE 70 CHANNEL WGETA77CK ALLOW THE C~EL TO DRAIN THROUGH
4 ABOVE). THE STONE CHECK CAM, AND PREVENT LARGE FLOWS FROM CARRYIING RAINFALL AWE ANY REQUIRED REPAIRS JMMED44TELY. SHOULD THE
CALL FOR INSPECTION (SEE NOTE } ueINTENANCE FABRIC OF A SEDIMENT FENCE COLLAPSE; TEAR, DECOMPOSE OR
10. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT SEDIMENT OVER THE DAM. AL1D STONES 70 DAMS AS NEEDED TO MAINTAIN BURY MIRE FENCE AND HWWARE BATH StJRY e' of UPPER EDIT OF BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
FENCING, SEDIMENT BASINS, ECT., AND SEED OUT OR PAVE ANY INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST DESIGN HEIGHT AND CROSS SECTION. FLIER FMW N TRENCH
REr✓UL7%NG BARE AREAS ANY STORMWATER RETENTION POND SHALL WEEKLY AND Af7FR E;4CH SIGNIfJC,AIYT (1/Z INCH OR GREATER) R,4/N DEPOSITS AS NECESSARY 77� PROVIDE ADEQUATE STORAGE VOLUME FOR
TO AIR IMMEDIATELY GOOD CONTACT WITH THE GROUND THE NEXT RAIN AND In REDUCE PRESSURE ON 774E FENCE: TAKE CARE
BE CLEANED (SEDIMENT REMOVED) AND RECONSTRUCTEDFALL EVENT REP 777 AVOID UNDERMINING THE FENCE DURING SEDIMENT Er OSIT R ND B Alt
ELEVATION AND VOLUME SPECIF/CA77ONS AS NOTED ON PLANS. ALL MUST BE "UNTAINE0, AND EROSION MUST NOT OCCUR BENEATH THE ,X sllT FENCE FENCING MADE E A AND UNSTABLE FTERHE DEPOSITS AND BRING THE
RECP. ANY AREAS OF THE' RECP THAT ARE DAMAGED OR NOT IN CLOSE AREA TO GRADE AND STABILIZE R AFTER THE CONTRl8U7ING ORAINL4GE
AREA HAS BEEN PROPERTY STABILIZED
REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. IF .
VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW. EROSION OCCURS DUE TO POORLY CONTROLLED DRN/NAG& THE
11• WHEN THICK VEGETA770N HAS BECOME PERMANENTLY ESTABLISHED, PROBLEM SHALL BE FIXED AND 7N£ ERODED AREA PR07EC7ED. MONITOR
AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER /S
CALL FOR FINAL SfTE INSPECTION (SEE NOTE 14 ABOVE). ESTABUSHED.
12. OBTAIN A CER77F/CATF OF COMPLETION
CUSS B ,;,: �5 �,-�:._------•--� ?•:.
PREPARATION
PLAN VIEW ERosION CONTROL
i- W�
WASHED STONE �' � - I
� SEEDBED STONE #5 �i :_�
t2' THICKMAX AT -
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER r - ¢a
~`�87�`r`r;, CENTER FRONT VIEW
ADVERSE SOIL CONDITIONS, IF AVAILABLE.�;
P 774E ENTIRE AREA TO 6 INCH DEPTH. AND HARDWARE-
2. RI FALTER CLo
OBSTRUCTIONS LEAVING aoFH N TREN�t t -
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER ,
r r
SURFACE REASONABLY SMOOTH AND UNIFORM.
SILT FENCE WITH OUTLET
y
StRUCTtlr - STORAGE r ' �, FLOW c � . � .# !
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
SOIL SEE BELOW). AREA v . $' ,PR
UNIFORMLY AND MIX WITH S ( ) - �,, CLASS 8 STONE NOT To SCALE 8•
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY � LENGTH AS-..� CROSS-SECTION VIEW 12' DEEP
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. SPECIFIED
S ON A FRESHLY PREPARED SEEDBED AND COVER - SKI t.5`MIN Y f a
6. SEED (150 /B /ACRE )
U/PMENT OR CULT/PACK AFTER SEEDING. oEruF�INc aAss I RIP RAP
WITH SEEDING EO D� � COARSE AGGREGATE
SEED LIGHTLYMIN
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. M t
D AREAS AND MAKE NECESSARY REPAIRS OR
B. INSPECT ALL SEEDS ,,�� 7 -- - - 2' MIN
RE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND /S ; / i� - ` . _ :_ TEMPORARY CONSTRUCTION
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, W
�� COMPACTED SOIL
-�; , ��� � � FLOW
FERTILIZER AND SEEDING RATES. . AKA w � > mwmz AT ::: �:-� .�... ENTRANCE/EXIT
9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATUENT AND Tar ar memyL mmy amift BAFFLES
FILTER CLOTH _. - -
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. ~� ~^ ` "'�
dddJllG��L'IdNFSE NOT. TO SCAB
eAN110"T PLAN VIEW s• rnslcAL
EM-
�, t' FRMWARID MM4INTAIN THE GRAVEL PAD IN A CONDITION TOPREVENT MUD OR SEDIMENT
pp� [� STRUCIURE BAFFLES'�,-- �''''
E1 E P A 1� A TI O N CH ECK DAM W / WEIR , I FROM LEAVING THE CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC{,
17OPDRESS/NG WITH 2 INCH STONE. AFTER EACH RAINFALL. INSPECT ANY
SOIL P
- ; :-' STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY:
& STORAGE AREA
a• MIN. ELEVATION oF.� SPr.LwAY - IMMEDIATELY REMOVE ALL OBJECTIONABLE M/A1FR41LS SPILLED. WASHED, OR
* AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS /N CLAY SOIL) = E�arCr s�LwAY TRACKED ONTO PUBLIC RLt4DWAY'•
* FERTILIZER - 1,000 LBS/ACRE - 10/10/10 mIE.,, "^ 2• LATER of b19E NOT TO SCALE
* SUPERPHOSPHATE - 500 LBS%ACRE - 20% ANALYSIS �� sAerec AN7>C/PATE SUBMERGENCE AND DEP0.S1TiON AEtOVE THE CHECK DAM AND EROSION FROM NIGH
TEMPORARY DIVERSIONS
- 2 TONS/ACRE - SMALL GRAIN STRAW FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGES IMMEDL47ELY. lF SIGNIFICANT
* MULCH
* ANCHOR -ASPHALT EMULSION SMALL
GR GALS/ACRE EROSION OCCURS BET*Wy DAMS, INSTALL un/N1EM�NCE
A PROTECTIVE R/PRAP LINER /N THAT PORTION OF NOT TO SCALE
sED4IlENT THE CHANNEL REMOVE SEDIA/ENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
S ORAW ZONE DAMAGE TO CHANNEL VEGETATION, ALLOW 77 JE CHANNEL TO DRAIN THROUGH THE SMNE
CROSS-SECTION VIEW CHECK DAMEVERY RAINFALL
, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD INSPECT 7EMPORARY DIVERSIONS ONCE A WEEK AND AFTER
STONES TO DAMS AS NEEDED 70 MAINTAIN DIES/GIV HEIGHT AND CROSS SEC77ON. IMMEDIATELY REMOVE SEDIMENT FROM 774E FLOW AREA AND REPAIR THE DIVERSION
RIDGE; CAREFULLY CHECK OUTLETS AND MAKE 77MELY REPAIRS AS !NEEDED. WHEN
A
SEEDING SPECIFICATIONS 774E AREA PROTECTED ED /S PERMANENTLY STABILIZED, R040VE 7HE RIDGE AND THE t^ J A
CHANNEL. TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
1. TEMPORARY SEEDING BASIN W SKIMMER
M M E R
* 40LB ACRE - MAY 1 THRU AUG 15 SEDIMENT B r
SUMMER. GERMAN MILLET; /
* FALL & WINTER. RYE (GRAIN), 120 LB/ACRE - AUG 15 THRU MAY 1
NOT TO SCALE
2. PERMANENT SEEDING
* TALL FESCUE, BO LBfACRE
* SERICEA LESPEDEZA, 20 LB/ACRE
* KOBE LESPEDEZA, 10 L.BIACRE sMNE % a a � � �,�� �� � TO BE PLACED
man-T- EARlHW
�a PVC VENT PVC PIPE SAME LEVEL A5 SCHEDULE 4O SURFACE OF RIP RAP AT
777-1 (TV.) LEVEL NTH THE
L5 FT TOP
END
, -- z : _ +'f ux P VC CAP PVC ELBOW PIPE \ SURROUNDING LAND
]I0p pl rT/ACK- - T�
fi O• `` PIPE SHOULD EXIST.
��- \ / L SURFACE - NO OVERFALL
`rAlm` /f WATER SURFACE
V
a
CCROSSION SECT
•' � .. PVC END �
�wT a�+r y CAP SCHEDULE aoFOR arm
�. , .
a1� a• .� ORIFICE JA20 A A' F, tc
1� 1' FlIlLOMD k --t, Nr_lMIFAC[ MIA PVC TEE - PLATE ���
1ir=lli�`liu- alWmwy n"rAm { . z PVC PIPE FLEXIBLE NP RAP APRON - SPECSFICAFIONS
_f1i1�t18�iNIk � � -�� PVC TEE
FILL -SECTION CUT -SECTION - mr'�__" t1 ro rr +wI ,. it Car =rnm HOSE
Attl�� :ice ` 21 >!f0[ Im w DAY t j2• HOLES IN t. EXCAVATE BELOW diANliEi OUTLET M� MADETI
rr ss a islMrAcc wrA UNDERSIDE
rac FILL MAX FOR EACH
TO THE REFOUND RIP RAPE CUT TO
FOR EACH APRON. FOUNDATION TO BE CUT TO
� �.+_' . `/xt ME SIM �mraft ZERO TIRADE AND SMOOM*D.
.•'MAC alrollllo - owEel BOTTOM SURFACE
L _,.�...... t��, ;' a ..Aa ,� z t Fr.mt aa�t an eaTro�+ Slams of
j 50'
RIGHT OF WAY Otlttir . tXASS 0 RIP RAP PR£FARED FatlNDAFN)N. ALL JOINTS To OVERLAP
5, 20' 5' 4'5' �' °""a701 END VIEW FRONT VIEW EXUt= CARE N RIP RAP PLACDAW rD AVOID
SHOULDER PAVEMENT SHOULDER DITCH TEMPORARY SEDIMENT TRAP '� >� M C. pE7St •ECpON 0.rsS ARM ASSEMBLY p DAMAGE TO FILTER FABRIC.
BAFFLES PAJACE Ri RAP ON ZERO GRADE - , RAP
1/4"/FT. , �P�a FT. TO INCLUDE AT AT � w,TH EXISTING anLE�r - No avERFAu
1"PER FT 3.1 �.� -
NOT TO SCALE TEMP SEDIMENT TRAP BAFFLES `-- '�" ENCLOSURE RNA RAP To BE AC, NIRO AR, NETT QWEID
1 1 1 /2" SF9. A 8" AB CLASS B EROSIOII COMSTlrJ STONE
:. S. WEDIAFEL7 AFTER COIi5iR4JCllO<`I STABt3ZE ALL
INSPECT 7ENPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT NOT TO SCALE DISTURBED AREAS wnH VEGETATION AS SHowt ON
r ()/Z INCH OR GREATER) RNNFAlL EVENT AND REPAIR /MMED1ATELY. REMOVE SEDIMENT � ° VEG;ETTAFIVE PLAN.
TYPICAL STREET SECTION ,AND RESTORE 71HE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS INSPECT a4FFZES AT LEAST ONE A WEEK AND AFTER EACH RAINFALL. 94KE ANY PERSPECTIVE VIEW I WATER TN'�Y
NOT TO SCALE ACCUMULATED M ONE-HALF THE DESIGN DEPTH OF THE 7RAP. PLACE THE SEDIMENT STONE OUTLET P R 0 TE C TI O N
THAT IS REMOVED IN 774E DES/GNA7ED DISPOSAL AREA AND REPLACE 7HE PART OF 7HE REQUIRED REPAIRS HE FA ATEZY BE SURE TO ILL�/TAlN ACCESS TO THE
GRAVEL FACING TEAT /S IMPAIRED BY SEDIMENT. BAfFtiS SHOULD 11•lE FABRIC OF A BAF7�LE CO�LDAPSE; 7EAI?, DECOMPOSE; OR
I CHECK THE STRUCTURE FOR DEED By FROM EROSION OR PIPING. PERIODICALLY CHECK BECOME INEFFEC77V& REPLACE /T PROMPTLY REMOVE DEPOSUS WHEN IT SEE DENR STANDARDS do SPECS.AtANOT TO SCALE
I THE DEPTH OT THE SPILLWAY TO ENSURE !T /S A MINIMUM OF T,5 f7: BELOW TITS LOW REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR 7HE NEXT FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
POINT PT THE EHE SPILLWAY
IMMEENSU E FILL ANY MINIMUM
SETTLEOF' OF THE WTHLTL7 RAIN AND TO REDUCE PRESSURE ON THE 6AFFZFS, TAKE CARE TO AVOID p INSPECT R/PRAP OUTLET STRUCTURES. WEEKLY AND AFTER SIGNIFICANT (1/2
SOY ABOVE DESIGN GRADE; ED1 R Y FILL
_DISPLACED FROM THE SPILLWAY MUST EMBANKMENT DAMAGING DIVE BAFFLES DURING CLEANOUT SEDIMENT DEPTH SHOULD NEVER SKIMMER INCH OR GREATER) RAINFALL EVENTS' M SEE IF ANY EROSION AROUND OR
REDUCED JMA�EDtATELY. EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBU77NG BELOW 774E RIPRAP HAS TAKEN PLACE; OR /F STONES HAVE BEEN
AFTER CALL IMMEDISEDIMEATELY
AREAS HAVE BEEN PERklANE7NTLY STABILIZED, REMOVE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE NOT TO SCALE DISLODGED. IMMEDL47FLY MAKE ALL NEEDED REPAIRS 70 PREVENT FURTHER
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH 174E AREA TO BLEND WITH 774E MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, ANC 174E AREA TO GRADE, AND DAMAGE
AOJOIIW14G AREAS AND STABILIZE PROPERTY (REFERENCES: SURFACE STABIUZ47TON). STABILIZE ll:
i
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PROJECT ENIM
Ak wm
HI)REONTAL SAC
vb rl .& Scar
OT£
DEC.
4% NO.
H 6-
$HEET NO.
3
0

R/W LINE
EXISTING FINISHED GRADE LID TO BE LABELED
GROUND WATER MAINS 8" AND SMALLER
METALLIC LOCATOR TAPE SHALL SHALL HAVE A MINIMUM OF 3' "WATER METER" WITH
V ,,.f'4 �- `;,�. ; `•'ti``` BE IN FOR ALL PVC WATER FLIP -UP LID
„ OF COVER. WATER MAINS 12"
MAINS 18 BELOW FINISHED GRADE
AND LARGER SHALL HAVE A
CONCRETE '
,, TYPICAL FOR STORM HAND PLACED u - - - MINIMUM OF 3`-6" OF COVER.
NEW PVC BLOCKING DRAIN PIPE THRUST COLLAR _ _ /
WATER LINE " CROSSINGS DENSELY COMPACTED _ - `.�
3/4 BACKFILL TO 1 FT• � � POLYETHYLENE METER BOX
THREADED ABOVE TOP OF PIPE - - - - UNDISTURBED „ • TO BE REQDFWUIRED
MODEL D12ET OR
RODS _ EARTH ........................................••••..•:: °::.. AS REQUIRED TO FIT METER
0.D -TH PAVEMENT SEE VALVE
24' BEDDED PIPE - 1'-0" ##57 WASHED HEADER/PLANT C LIDSNTHON
y MIN. LOCK TYPE STONE TOUCH READ HOLES TAMPED
�F a\-45* BEND PIPE SIZE 18" MIN. METER STOP BACKFILL
ANGLE
VARIES ' CL CHECK BLOCK SUPPORT 5/8" THREADED RODS „
45` 1 /2 PIPE O.D. ::::::::::::.: 4 MIN
:.:::.::
BEND VALVE
SHAPED SUBGRADE OR STONE AS BITUMASTIC COATED (2 EACH =::;.;:VALVE
='
USE D.I.P. BEARING 24" + O.D. MAX. 7(10" FO NEEDED SIDE) ::::: BOX ;;::::;:;: THREADED
FITTINGS TO PROVIDE" 1" SERVIC :'.:;....;2" G.V_;:::::::: COUPLING
.
THRUST COLLAR D.I. PIPE ALONG ENTIRE LENGTH (12 + O.D. MIN) 3/4" OR 1" SERVICE ;: :::'.::: 2 THREADED
FROM THRUST COLLAR TO
THRUST COLLAR (TYP) OF PIPE BARREL :' :::.::.::::.........:.:::;: "
LINE (SEE NOTE 5) .; BRASS PIPE
tum: �ry ATER SERVICE TO " i 4 CONCRETE BLOCKING MIN.
WATERLINE SHALL BE DUCTILE IRON PIPE LAYING CONDITIONS IONS HOUSE -BY OTHERS 2 „BRASS NIPPLE 1 3 C.Y. AT 3000 P.S.I.
PIPE WATERLINE
ALL AREAS WHERE ­11TAPPING SADDLE THRUST COLLAR (6 MIN. LENGTH} /
ADEQUATE COVER CANNOT BE NOT TO SCALE L METER YOKE TO MUELLE CONCRETE 5' MIN 2" THREADED BRASS PIPE
MAINTAINED. f COPPERSETTER NO. H-1404-2, FORD NO. MECHANICAL JOINT (.12" IN LENGTH)
/� DETAIL A VH-72-7W OR APPROVED TAPPED CAP
PIPE CRO�IN METER YOKE COMPLETE WITH „ "
DUAL PURPOSE FITTINGS EQUAL FOR 5/8 OR 3/4 PAY ITEM
NOT TO SCALE <<%� j%, ;�,��* NOTE: SERVICE CORP. INCLUDES ALL ITEMS {
r r . 1) CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
L, ONLY. x. WATER MAIN PERMANENT BLOW -OFF ASSEMBLY
a EXISTING EXISTING STORM DRAIN PIPE (SIZE \� 2). CONTRACTOR SHALL CENTER METER YOKE IN METER BO
w n GROUND VARIES) 3) METER YOKE TO MUELLER No. H-1404-2, FORD No. VH-72-7 A NOT TO SCALE
,;, OR APPROVED EQUAL. 5/8 , 3/4 , 1 AND 2 WATER
r- y1, `'f`' 4) BOX TO BE ADJUSTED VERTICALLY TO ACCEPT COUNTY'S
3 FT. STANDARD SERVICE METER. METER ER SERVICE DETAIL
wrv`COVER 5) SERVICE LINE SHALL BE CLASS 200 POLYETHYLENE.
..,© NOT TO SCALE
5' MIN.
NEW WATER LINE �f ` f 24" MIN.
(DIAMETER VARIES)i
PLAN VIEW NEW PVC WATER LINE IF 18 INCHES OR MORE OVER 18„ 1. CONCRETE SMALL BE 3,000 PSI MIN.
(DIAMETER VARIES) THE EXISTING STORM .SEWER,
2 CONCRETE FOR THRUST BLOCKING SHALL
D.I. PIPE THEN NO D.I.P. OR ENCASEMENT USE OF D.I.P. OR STEEL BE KEPT FAIRLY DRY, THUS MAKING THE
CONTRACTOR TO DEFLECT NEW PVC (DIAMETER VARIES) IS REQUIRED. ENCASEMENT REQUIRED. CONCRETE WEDGE SHAPE MORE EASILY
WATER LINE AROUND EXISTING STORM VIEW 12" FORMED WITH THE WIDEST PART �C�
DRAIN PIPE SECTION z SOCKING AREA) AGAINST UNDISTURBED
IF CLEARANCE IS 12 INCHES 4"E —FILL W/ STEEL_
OR LESS, NOT ALLOWED, PIPE —FILL W CONCRETE
3. NO CONCRETE. SHALL COVER ANY BOLTS %' /
�-�• p: °r° EXCEPT AS INTERFERENCE OR GLANDS " PAINT WITH YELLOW
PIPE CROSSING DETAIL AIL vB7' WATERLINE SHALL BE DUCTILE IRON BOX ON A CASE BY CASE 4. ALL FITTING AND ACCESSORIES TO BE '':. • „ 4 -0
REFLECTIVE TRAFFIC PAINT
PIPE AT ALL AREAS WHERE BASIS ONLY. WRAPPED WITH 10 Mil POLYETHYLENE I Y r�
ADEQUATE COVER CANNOT BE PRIOR TO POURING BLOCKING. i_,_ f MIN•%� NATURAL GROUND
ii
NOT TO SCALE 0" VOLUME OF THRUST BLOCKING SHALL. L, ,r �frfr f 2'-0"
MAINTAINED.
AS SHOWN ON THE THRUST BLOCKING °
2" 1-2 PLANT MIX SAW TO NEAT SCHEDULE. $ ' I
'�` ONE WRAP OF . 30##
ASPHALT OR CONCRETE MIX EDGE 2'-©' 3'_0" ROOFING FELT
1 2' ASPHALTIC CONC. .-
1 / UT TO �4 LONGITUDINAL PLAN BENDS X� PLAN TEES "
OR DOUBLE BITUM. EXISTING STORM SEWER 18 DtA.
NEAT EDGE TIE BARS
SURFACE OR AS IN
PLACE
EXISTING PAVEMENT
(SIZE VARIES)
"
6"
-
-
24'
_ - CABC
6" HB BINDER
BURIED
PIPE LINE
"= I =- J; SELECTED BACKFILL
SELECTED BACKFILL
TAMPED IN LAYERS
TAMPED IN 6' LAYERS
;.
-_
PIPE CROSSING DETAIL C
. ., �E. ,t•r.
ALL PAVEMENT SHALL BE
BURIED PIPE
REPARED WITHIN THE
NOT TO SCALE
LINE
SAW DAY IT IS CUT.
SECONDARY HIGHWAYS
PRIMARY
HIGHWAYt
NDISTURB BOLLARD
I"— CONCRETE PIER
SOIL (TYP.)
n
BI
18' MIN. — 10' ♦ do LESS PLAN SE T I 0
24' MIN. — 12' 0 do GREATER
BOLLARD DETAIL
' I
I. :-
', NOT TO SCALE
" 1
� I
i
TRANSVERSE AND LONGITUDINAL CUTS EXISTING GROUND
s SECTION X-X PLAN & ELEV.
THRUST BLOCK DETAIL BENDS & TEES PLUGS ALL TAPS SHALL ALL BE SADDLED. ALL TAPS
4A'�Jti . ,. a�xtu <rfy ��� LARGER THAN 2" SHALL BE MADE WITH TAPPING TAPPING SADDLE TO BE BRASS OR
DETAILS FOR CUTTING AND J%'.�% r ,ti�''��'�,:✓ BRONZE FOR "GC" THREADS, FORD
EXISTING GAS MAIN NOT TO SCALE SLEEVE AND VALVE. TAPPING SADDLE TO BE $-70 MUELLER H-134 OR APPROVED
NOS" SIZE VARIES) BRASS OR BRONZE FOR "CC" THREADS WITH EQUAL FOR SDR-21 PVC.
REPLACING PAVEMENT WATERLINE SHALL BE DUCTILE IRON ( 3 - SPIDERS DOUBLE STRAPS, FORD 202B, MUELLER H-161
PIPE AT ALL AREAS WHERE ADEQUATE 03'-0" OR APPROVED EQUAL.
STEEL ENCASEMENT
NOT TO SCALE COVER CANNOT BE MAINTAINED. PROPOSED PVC 2" BEVEL ENCLOSE ENDS WITH
18" MIN WATER MAIN �J ;" ;f 8" BRICK MASONRY
CLEARANCE PIPETYPE
s . DUCTILE IRON f r COPPER'
CARRIER PIPE
c7 AREAS , . •: i '... !` � �a, • ,
F R USE IN UNPAVED '
FOR USE 1N PAVED ARE. S z •:.:.�::::.::•:.�:::::::•:::::•::::.:::::::::::::
CONCRETE ENCASEMENT �� �-����� � �`-�
— � i d �- • � C a e
VALVE BOX �4- AT 3000 P.S.I. „ `
a COVER 20 LF D.I. PIPE CENTERED ON DRAINAGE GRAVEL STOP TO BE
U: EXISTING AS MAIN (DIAMETER VARIES) SLOPE TO--*- " (10 CU.FT. STONE) "
1 1 /2" 1" .a , ,�, � DRAIN BRONZE WITH CC THREADS
„ TYP. FINISHED GRADE a VALVE BOX COVER f
y% 4 , I 300 MUELLER
RATED OR APPROVED
TYP. FINISHED GRADE 6 MIN IN UNPAVED AREAS 4 3 -SPIDERS
IN PAVED AREAS $ .1 b . PLAN PIPE CROSSING DETAIL "D�
�: EQUAL.
1. *SPIDERS' SHALL BE USED.
2. CARRIER PIPE FOR GRAVITY SEWER TO NOTE: ALL TAPS TO BE MADE ON TOP !`
NOTES: NOT TO SCALE BE DUCTILE WITH PUSH JOINTS. ELEVATION 120 120 CARRIER PIPE
7 1 /2" MIN. 1. D.I.P. MAY BE USED FOR VALVE BOX 3, CARRIER PIPE FOR PRESSURE PIPE, QUARTER OF MAIN.
BASE COURSE EXTENSIONS. WATER & FORCE MAIN, TO BE DUCTILE DUCTILE IRON PIPE P.V.C. PIPE
CONCRETE ENCASEMENT
2. PRECAST CONCRETE COLLARS MAY BE
AT 3000 P.S.I. USED IN SHOULDER AREAS. IRON WITH MECHANICAL JOINTS. STEEL ENCASEMENT {CLASS SO CEMENT LINED} (CLASS 200)
TAMPED
BACKFILL VALVE BOX„ 1" BRASS TAG R/W LINE 120 PIPE STANDARD WATER TAP DETAIL
c:
TAMPED F RE HYDRANT PUMPING & OCONNESE CTION EQUAL NECTIONS
SECTION NOT TO SCALE
...BACKFILL _ TO COUNTY STANDARD
NCryTE TO CONTRACTOR: STANDARD BORE ENCASEMENT
VALVE BOX SHOULD NOT VALVE REAK RING (2'-4" MAX.
CONTACT MAIN OR VALVE FINISHED NOT TO SCALE
CAST IN CONC. & GROUND ABOVE FIN. GRD.)
PAINTED BLACK '-
MAIN %i: r `>` `�' ` �? UNDISTURBED CONC. THRUST MECHANICAL-i I *^ SOIL COLLAR (3000 P.S.E.} JOINT TAPPED06 COLLAR 3000
TAMPED CONC. THRUST
BLOCKING PLUG �t
SECTION 4 -- #3 > t y\1.��5 .:,:.�v. T,y��,oeJ .� P. M NT INSTA A ti� �� S I.) VALVE
I a« � -- ' v VALVE BOX � ; , _ PAVE E SEE
BACKFILL (1 EA. CORNER) 4 �.. ,4 .. " \ a TAMPED LL TION
d cc m a .. ?: a.. BACKFILL
N SOUARE
MARKER CONC. THRUST D.I.P. MAIN TRENCH WALL D.LP. MAIN
WITH BEVELED
BLOCK 5/8" THREADED RODS 4" MIN
NC. THRUST �.
TION co
VAL
VE BOX INSTAL
BITUMASTIC COATED (2 EACH
..........
VALVE
AND WATERLINE SIZE.:...................:.:......:.....:..:.......::::.::.:::...:..
a THREADED
CORNERS ...............................-::::::::•::::•:.�::::•:•:::-::::::.. .
:...:: BOX �?_ _:;:' .`.`�,
CK `...::::::::.::::::::::::::::.:::::. _.. ::::.
BLO S•tQ '
N ., d
VARIES. SEE ..................................... ......... ........
�.
ANCHOR RING
COUPLING
NOT TO SCA
LE
67 ST
ONE ILL r
0 6 PIPE SHALL B E
VALVEMARKER DETAIL 7 C.F. MIN � � � ;' • � t` �` TAMPED BACKFILL SECTION :': :`. 2 THREADED
( ) 4 EA. 3/4" x 4 TIE DUCTILE IRON TRENCH WALL BRASS PIPE
„ PLAN UNDISTURBED SOIL
... .
a.
NOT TO SCALE
BOLTS WITH 3j ANCHOR RING .....:....:....:.....
THREADED ROD NOTE: CONTRACTOR WILL BE
Q THRUST COLLAR :::'- 5' MIN CONCRETE BLOCKING MIN.
REQUIRED TO EXTEND HYDRANT 1 3 C Y AT 3000 P S 1
CONCRETE BLOCKING NOTE: MIN. OF 4 CU. FT. PAY ITEM TO RIGHT-OF-WAY AS INDICATED
a STONE (MORE IF REQ'D). FIRE HYDRANT ASSEMBLY ON PLAN SHEETS. THIS SHALL
EXIST. WATER MAIN CONC. THRUST BLOCK TO INCLUDES ALL ITEMS INCLUDE ALL PIPING AND
... HAVE MIN. OF 6 SQ. FT. EXCEPT MAIN LINE TEE FITTINGS AS NECESSARY TO
BEARING ON SOLID BANK MAINTAIN ADEQUATE COVER
(MORHEIF REQ'D.). DRAIN UNDERF FLANGES SHALL FIRE HYDRANT SHALL BE INCLROADSIQUDEDTNHETHES. TH1S
HOLE AND
BE CLEAR OF CONC. ASSEMBLY aCOST ss�MB�Y HE FIRE HYDRANT
TAPPING SLEEVE WITH MECHANICAL
JOINT CONNECTIONS
NOT TO SCALE
TAPPING VALVE
p
fo• Dw
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n-JAr am
11 t/ir We
WE
PLUG
A
•
A
B
A
S
A
D
A
III
D
r
tr
r
r
r
r
r
r
r
r
w
w
e•
w
tr
r
w
r
r
r
r
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w
tr
tr
r
w
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r
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r
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tr
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24
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tr
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w
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rr
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sr
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w
rr
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tr
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20•
tr
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tr
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21'
21'
2r
w
- CONCRETE MECHANCAL J INT /
.` 4•. Q TAPPED CAP PIPE THR(E2DEN BRASS
LENGTH)
` PAY ITEM
- INCLUDES ALL ITEMS EXCEPT
i ¢` MAIN LINE VALVE
REINFORCING TEMPORARY BLOW -OFF ASSEMBLY
NOTE: NOT TO SCALE
6" TO 16" MAINS 12-NO. 7
WITH VALVE BOX
NEW DUCTILE IRON WATER MAIN BARS 20" TO 36" MAINS = 12-NO.
8 BARS BARS PLACED AS SHOWN
TAPPING SLEEVE AND VALVE ASSEMBLY THRUST COLLAR INSTALLATION
NOT TO SCALE NOT TO SCALE
SCHEDULE
PIPE
DIAMETER
=NCRETE-THRUST
CO AR
ANCHOR
COLLAR
RINGS
REQUIRED
A
B
C
6',8',12"
1'-O"
1'-0"
2"
ONE
1 a
1'-4"
1'-0"
2"
ONE
20'
1'-4"
1-0"
3"
ONE
24"
1'-4"
1'-O"
3"
TWO
30"
1'-4"
1'-2"
4"
TWO
36'
1'-4"
1'-4"
4"
TWO
1

STOP AT R/W
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
i- CLEANOUT PLUG AND CAP
4' PVC VERTICAL
e SWEEP WYE
SANITARY TEE
m No 0, (SAME MATERi,%
AS MAIN)
■itriii_�, _
PLUG -j �^ TEE BRANCH
SLOPE MIN. 1
x
SANITARY SEWER
EASEMENT SHALL BE PROVIDED FOR SERVICE MAIN
CONNECTION WHERE SERVICE CONNECTION IS
PLACED OUTSIDE OF R/W DUE TO PHYSICAL
CONSTRAINTS.
TYPICAL SEWER SERVICE CONNECTION
NOT TO SCALE
TRENCH WALL-.�
- EXISTING STORM PIPE
18" MIN. CLEARANCE. }
D.I. SANITARY i --
SEVER
�-
i
8 MIN.
y UNDISTURBED SOIL
12` MIN. 12' MIN.
UNIFORM STONE #57
1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED
UNDER STORM PIPE FOR ALL CROSSINGS.
STORM SEWER CROSSING DETAILS
STANDARD MANHOLE NOT TO SCALE
RING AND COVER
USE 4 EA.ANCHOR BOLTS
TO BOLT FRAME TO SPACER.
g' USE ROPE MASTIC SEAL
8' MAX. FOR SPACER BETWEEN FRAME AND SPACER.
. • 1 NOTE: PIPE SHALL BE BEDDED UP TO
rr,'� SPRING LINE AND MINIMUM 4' BELOW
BOTTOM OF PIPE WHEN WET AREAS
ARE ENCOUNTERED.
2'-0 3'-O" MANHOLE STEPS
OR 4'-0' d 16" O.C. HAND PLACED
s. ECCENTRIC DENSELY COMPACTED -
TAPER UNIT BACKFILL TO 1 F7
ABOVE TOP. OF PIPE j s - (_
a JOINTS SHALL BE SEALED _ UNDISTURBED EARTH
WITH A RUBBER 0-RING - - - ELECTRONIC MARKER BALLS AT 100' ON
GASKET OR ROPE MASTIC SEAL _ _ _ _PIPE CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE 0D
CEMENT GROUT ALL JOINTS BE INSTALLED AT 1 1/2 TO 2' DEEP.
INSIDE AND OUT -- - - ROM- MARKER BALLS SHALL BE
T' INSTALLED CONCURRENTLY WITH PIPE
RISER UNIT SHAPED SUBGRADE - Y _ ' • MARKER BALLS SHALL NOT BE
SHALL PROVIDE BEARING ! - -1-� INSTALLED AFTER TRENCH HAS BEEN
4' DIA. MIN. Y 5' ALONG ENTIRE LENGTH =" ; - t =`i E COMPLETELY BACKFILLED.
OF PIPE BARREL
1/2 PIPE O.D.
Vf :12" SLOPE 24` + O.D. MAX.
ON ALL INVERTS BASE UNIT
w 12" + Q.D. MIN.
" FORCE MAINS 8'0 AND SMALLER
EXTENDED BASE BRICK do MORTAR INVERT SHALL HAVE MINIMUM OF 3' COVER.
(IF REQUIRED) FORCE MAINS LARGER THAN 8'0
12' MIN. SHALL HAVE A MINIMUM OF 3'-6•
COVER.
FORCE MAIN
PIPE LAYING
WIDTH AS CONDITION "E"
REQUIRED
HAND PLACED HAND PLACED
DENSELY COMPACTED =1 i - "- - -" - ( F'' _ _ _ _
MIN. 6 GRAVEL BEDDING BACKFILL TO 1 FT.
DENSELY COMPACTED =� pis - - - - a - - -
BACKFILL TO 1 FT. I , i
ABOVE TOP OF PIPE ABOVE TOP OF PIPE - 1
STANDARD PRECAST CONCRETE MANHOLE BLED PIPE PIPE_ — D/2 BEDDED PIPE - -PIPE'[
IPE [
_ O.D. -
NOT TO SCALE MINIMUM STONE 1 r/,� 4 - D/8z3" Q.-
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY --� SHAPED SUBGRADE LY
MANUFACTURER y TO PROVIDE BEARING
PIFP41 ALONG ENTIRE LENGTH
SHAPED STD O.D. OF PIPE BARREL
USE MIN. 4 EA. 3/8` ANCHOR TO PROVIDE BEARING 24` + PE 24' + O.D. MAX
O.D. . MAX..
BOLTS TO SECURE FRAME TO MANHOLE ,qN,O Qr LENGTHIN
IN NON -TRAFFIC AREAS OR RAISED MANHOLES OF PPE BARREL 12' + O.D. MIN. 12' + O.D. MIN.
I SANITARY SEWER SANITARY SEWER
(DUCTILE IRON (DUCTILE IRON
NOTE CONCRETE ENCASEMENT SHALL ONLY) ONLY)
Q ❑ ONLY BE USED IN AREAS WHERE COVER (>16' DEPTH) (0'-16' DEPTH)
❑ ❑ ❑ o ❑ IS TO BE FLUSH WITH PAVEMENT OR PIPE LAYING PIPE LAYING
p❑ p 0 0❑ p CONCRETE CONCRETE ENCASEMENT
❑ Cl ❑ ❑ D ❑ SHALL NOT BE USED IN NON -TRAFFIC CONDITION "D" CONDITION "C"
E] D O D D❑ Q AREAS AND ABOVE GRADE
INSTALLATIONS. HAND PLACED
❑ ❑ D ❑ ❑ DENSELY COMPACTED =I -- - - - - '- - HAND PLACED
DENSELY COMPACTED _ _ _ -. _ _ k=
BACKFILL TO 1 FT: - - -- - BACKFILL TO 1 FT. - - - -- - f
STD. MANHOLE g n 23.5' --+►� ABOVE TOP OF PIPE I ., - - ABOVE TOP OF PIPE
RING do COVER - -- -
LABELED
"SANITARY SEWER`_ BEDDED PIPE _ OE D/2 BEDDED PIPE Q.PE
D. 0/4
COVES .MINIMUM STONE
- D/8z3" MINIMUM STONE _ D/8�-
EMBEDMENT AS:: EMBEDMENT AS
FRAME & COVER INDICATED. GREATER IF INDICATED. GREATER IF
FINISHED GRADE USE MIN. 4 EA. 3/8` ANCHOR REQUIRED BY REQUIRED BY
BOLTS TO SECURE FRAME TO MANHOLE i MANUFACTURER MANUFACTURER
l.r ram. PP
SHAPED STONE 0 D. SHAPED STONE O.D.
BASE COURSE BASE COURSE TO PROVIDE BEARING 24' + O.D. MAX. TO PROVIDE BEARING 24` + O.D. MAX
STD. MANHOLE :. '::.::� ALONG ENTIRE LENGTH 12' + O.D. MIN. ALONG ENTIRE LENGTH 12' + O.D. MIN.
RING & COVER OF PIPE BARREL OF PIPE BARREL SA ITARY SEkR
6 MIN..:;:;':; SANITARY SEWER (0'-8' DEPTH)
(<8'-16' DEPTH) PIPE LAYING
RAM-NEK j`.,!'1' PIPE LAYING CONDITION "A"
CONDITION B
SEALANT COMPACTED FILL
COMPACTED FILL PIPE LAYING CONDITIONS
6
NOT TO SCALE
FRAME
STANDARD MANHOLE FRAME & COVER
NOT TO SCALE
COPOLYMER POLYPROPYLENE
• PLASTIC M.A. INDUSTRIES MODEL
PSI-PF OR APPROVED EQUAL
tYs` 3v
POLYPROPYLENE PLASTIC STEP
NOT TO SCALE
■
q
N
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CdP9
z
C
ifs
Z
U
z
�
Z
a
U
C
114
PftWW INFER
DONNIE ADAMS
WAM
D.N.U.
D.C.A..
MORal7MiiiSi. ;"30'
VMMA , SME
N/A
to E
DEC.
2008
Boa No,
H 6- 47
SHEET NO.
5
OF 5