20081730 Ver 1_More Info Received_20091009

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qn,
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
October 07, 2009
Attention: Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
SUBJECT: Request for More Information
Keith Hill West -Tract A
Cape Fear River [030607,18-(16.7), WSIV]
DWQ Project# 08-1730, ver.2 and
PN: 07-032
Dear Ms. Karoly:
? 'Li (_L71 15, 0019 )
0 C t 9 2009
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
We offer the following responses to your letter prepared by your office dated August 20, 2009.
Comment No. 1 Please re-submit your site plans on full plan sheets at a scale of no smaller than
1"=50' with topographic contours shown. Additionally, please submit one (1)
data CD of full size plans in TIFF Group 4 format (black and white, not grayscale
or color). If the plans are too large to store in TIFF format, they can be stored in
PDF.
Response No. 1: Full size copies ofthe plans enclosed as well as a CD with the plans in TIFF
format.
Comment No. 2: Please provide a stormwater BMP that is designed according to the NC Division
of Water Quality Stormwater Best Management Practices Manual, including in
your submittal:
i. Design calculations for the proposed BMP(s) sized for both on-site and
off-site drainage, if any;
ii. Most current BMP Supplement(s) completed for the proposed BMP(s)
including Design Summary and Required Items Check List (available at
http://h20.enr.state.nc.us/su/bmp forms.htm) along with all required
items;
iii. Proposed site grading plan showing existing and proposed contours, and
delineated drainage area(s) to the proposed BMP(s);
iv. Erosion and sediment control plan;
WAPENNW\07032\0ff oe\cyndi karoly comment and response hr 10-01-09.doc G R E E N E N G I N E E R I N G, P L L C
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] WWW.GREENENGINEERING.COM
Ms. Cyndi Karoly
Page Two (2)
October 7, 2009
V. Detailed plan and cross sectional views of the BMP(s) showing pertinent
structures, elevations, etc (at appropriate scales as listed in the Required
Items Checklist);
vi. Construction sequence and planting schedule (if applicable) for the
proposed BMP(s);
Response No. 2: Enclosed is a BMP designed to DWQ standards as follows:
1. There is no off site drainage for this BMP. Only On-site drainage is
directed towards this BMP.
IL Most current supplement is enclosed.
Ill. Proposed and existing contours shown on plan.
1 V. Erosion and sediment control enclosed.
V. Detailed cross-sections enclosed.
VI. Construction sequence included on plan page.
Comment No. 3: Please complete PCN form Section B. 3c, Section E.2.d., and Section E.5
Response No. 3: Form completed and enclosed
If you have any questions regarding the information submitted, please advise.
Respectfully,
l
Sean Hein, PLS
SH/pbg
cc: Mr. Samuel Nemroff - Penn-Wynne Homes NC, Inc.
W:\PENNW\09032\Office\cyndi karoly comment and response Itr 10-01-09 doe
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?'Mr"77 77r '777-
October 7, 2009
US Army Corps of Engineer
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402
Attention: Mr. Ronnie Smith
SUBJECT: Request for More Information
Keith Hill West Tract A (Unclassified)
AID# 2008-03170
PN: 07-032
Dear Mr. Smith:
We offer the following responses to your email prepared by your office dated September 09,
2009.
Comment No. 1: Please provide plans with a legible scale.
Response No. 1: Full size plans included in this submittal.
Comment No. 2: Please explain the purpose of impact number 4. Is the impact permanent or
temporary? Is the fill associated with the installation of a utility line or is it
associated with the permanent placement of fill? If the impact is associated with
the permanent placement of fill, why can't the fill area be reduced to avoid
wetland impacts?
Response No. 2: Impact #4 is for a sanitary sewer crossing. This is a permanent fill and
necessary for cover over the pipe. There is no other higher location to place the
pipe.
Comment No. 3: According to the plans, it appears that the construction corridor along the
proposed access road will be approximately 80-90 feet wide. Please justify the
need for a corridor of this size or reduce the width of the proposed corridor ion the
wetland areas to the width of the right-of-way.
Response No. 3: The road section is designed with the minimum width to serve the future phases.
There is a shoulder and sidewalk on one side, the shoulder on the non-sidewalk
side has been reduced to reduce the impacts. The road is being filled to above
flood limits.
W:\PENNW\07032\0ffice\ronnie smith comment and response I t r 10-01-09.doc G R E E N E N G I N E E R I N G , P L L C
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] WWW.GREENENGINEERING.COM
Mr. Ronnie Smith
Page Two (2)
October 7, 2009
Comment No. 4: Please provide a legible, detailed cross-section of the road crossing in the wetland
areas. The cross-section should describe the slope of the fill and the elevations of
the existing grade and proposed grade of the road.
Response No. 4: Road cross sections have been added to page 6
Comment No. 5: It appears that the rip-rap energy dissipaters located at the ends of the culverts
under the proposed road can be eliminated, shortened or shifted west to avoid
wetland impacts. Please justify the need, size and location of the rip-rap pads or
provide revised plans that show any changes. These rip-rap energy dissipaters
will be considered fill and the wetland impacts must be included in your PCN.
Response No. 5: Rip-rap dissipaters have been re-located or eliminated to avoid unnecessary
impacts.
Comment No. 6: General condition 20 of the NWP's states that compensatory mitigation will be
required for all wetland losses that exceed 0.10 acre and require pre-construction
notification. Compensatory mitigation will be required for the proposed wetland
impacts. You stated in your PCN that you propose to use NCEEP or to place the
flood plain areas into a conservation easement. Please provide an acceptance
letter from the NCEEP that states that they are willing to accept your payment for
the proposed impacts. If you plan to place the flood plain areas into a
conservation easement, please provide a completed draft document of the
preservation documents. Our approved documents can be found on our website at
the following address:
http:/www.saw.usace.army.mil/WETLANDS/Mitigation/preservation.html
Response No. 6: A request has been sent to NCEEP. A copy of the request is enclosed. If they do
not accept, then land conservation will be used at that time.
Comment No. 7: Please describe and identify the location of Soil Bore Holes 920 and 921. Based
on the Seasonal Water Table Assessment that was included in the PCN, it appears
that the soil borings at bore holes 920 and 921 were taken in a wetland area. If
the storm water management facility will be located in jurisdictional wetlands, the
PCN needs to be modified to include the impacts. Also, in order for this project
to qualify for a NWP, any wetland impacts associated with the construction of the
storm water management facility must be less than or equal to 0.10 acre.
Response No. 7: The soil bore locations have been plotted on the stormwater wetland plan. The
bore are not in designated wetland areas, however they are in an area that can be
converted to a wetland. This is the chosen location for the stormwater wetland in
hopes that it will perform as designed.
WAPENNW\07032\0ffice\ronnie smith comment and response Itr 10.01-09.doe
Mr. Ronnie Smith
Page Three (3)
October 7, 2009
Comment No. 8:
Response No. 8
Comment No. 9:
Response No. 9
Please explain how the construction of the storm water pond will not involve
wetland impacts.
The stormwater ivetland will be built beside, not in the existing wetlands. The
stormwater wetland is designed to maintain and utilize the existing water table.
Please provide routine wetland data forms for the wetland and upland areas.
Two wetland data forms enclosed for the subject area.
If you have any questions regarding the information submitted, please advise.
Respectfully,
Sean Hein, PLS
SH/pbg
cc: Mr. Samuel Nemroff - Penn-Wynne Homes NC, Inc.
W:\PENNW\07032\0ffioe\ronnie smith comment and response Itr 10-01-09.doc
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 & 18 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? z Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
if. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Keith Hills West Tract "A"
2b. County: Harnett
2c. Nearest municipality / town: Lillington
2d. Subdivision name: Keith Hills Wes
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Campbell University
3b. Deed Book and Page No. 674-395
3c. Responsible Party (for LLC if
applicable):
3d. Street address: PO Box 16
3e. City, state, zip: Buies Creek, NC 27506
3f. Telephone no.: 910-893-1217
3g. Fax no.: 910-814-4361
3h. Email address:
Page I of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name: Penn-Wynne Homes
4c. Business name
(if applicable):
4d. Street address: 216 Whispering Pines Drive
4e. City, state, zip: Spring Lake, NC 28390
4f. Telephone no.: 910-814-3177
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Sean P. Hein
5b. Business name
(if applicable): Green Engineering, PLLC
5c. Street address: 303 Goldsboro St E.
5d. City, state, zip: Wilson, NC 27893
5e. Telephone no.: 252-237-5365
5f. Fax no.: 252-243-7489
5g. Email address: [e-mail]
Page 2 of 10
PCN Form -Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0579-19-1768
Site coordinates (in decimal degrees):
1 b Latitude: 35°23'49 Longitude: - 78°45'24"
. (DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 8.73 (this phase) 478.29 (Total property) acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Cape Fear River
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Phase is wooded. Golf Course and existing subdivision adjacent
3b. List the total estimated acreage of all existing wetlands on the property:
34 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Not Known.01f on this site. Approximatelly 11,000 If on entire site from master plan and quad maps.
3d. Explain the purpose of the proposed project:
Access for single family subdivision lots
3e. Describe the overall project in detail, including the type of equipment to be used:
Road grading and utilities for subdivision. Standard grading and trenching equipment to be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ® Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type ® Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Unknown previous consultant Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
On-site verification with Ronnie Smith of USACOE
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
This is a re-submittal of DWQ Project#08-1730 and USACOE AID#2008-03170 No other records known.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
Penn-Wynn Homes is building this phase of an overall plan owned by Campbell University
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Fill Flood ® Yes
? No ® Corps
? DWQ 0.0777
W2 ®P ? T Fill Flood ® Yes
? No ® Corps
? DWQ 0.1212
W3 ®P ? T Fill Flood ® Yes
? No ® Corps
? DWQ 0.0051
W4 ®P ? T Fill Flood ® Yes
? No ® Corps
? DWQ 0.0025
? Yes ? Corps
W5 ? P ? T ? No ? DWQ
? Yes ? Corps
W6 ? P ? T ? No ? DWQ
2g. Total wetland impacts 0.2065
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g•
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average
t Impact
length
number - (PER) or (Corps - 404, 10 ream
s
width (linear
Permanent (P) or
Temporary (T) intermittent
(INT)? DWQ - non-404,
other) (feet) feet)
? PER ? Corps
S1 ? P ? T ? INT ? DWQ
? PER ? Corps
S2 ? P ? T ? INT ? DWQ
? PER ? Corps
S3 ? PEI T ? INT ? DWQ
? PER ? Corps
S4 ? PMT ? INT ? DWQ
? PER ? Corps
S5 ? PMT ? INT ? DWQ
? PER ? Corps
S6 ? P ? T ? INT ? DWQ
3h. Total stream and tributary impacts
Ai Cnmments-
Page 4 of 10
PCN Form -Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other: .
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ?P?T ?Yes
? No
B2 ? P ? T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
There is no other access to property. Minimum Road section is utilized and routed to create least impact
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Fill only permanent areas needed for road. no temporary fills required.
2. Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ? No
2b. If yes, mitigation is required by (check all that apply): ? DW Q ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank
? Payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: 0.25 acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan

1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan

2a. What is the overall percent imperviousness of this project? 50 (this phase) below 20 (total) %
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Regional Stormwater wetland to treat the enitire phase.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review

3a. In which local government's jurisdiction is this project? Harnett County
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 8 of 10
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Hamett County Utilities (Municipal collection)
Page 9 of 10
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
This is an on going plan - there has been no notification of any critical habitats
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
This plan will not create negative runoff to the stream
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
There are no recorded claims on the property
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ®Yes ? No
8b. If yes, explain how project meets FEMA requirements: There will be no rise in the flood plain area
8c. What source(s) did you use to make the floodplain determination? Firm Panel
Sean P. Hein 10-07-2009
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant Date
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
' o?Qp W ATFRpG
9
y"??Ie' > T
NcDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, tilled out and submitted along with all the required information.
I. PiftO?100T lNi= lR 4 1?
Project name Keith Hills Tract W
Contact name Sean P Hein
Phone number 252-237-5365
Date October 5, 2009
Drainage area number ALL
Site Characteristics
Drainage area 383,763.00 ft
Impervious area 191,881.00 fe
Percent impervious 50.0%%
Design rainfall depth 0.44 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth 3.06 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr runoff 16.00 ft3lsec
Post-development 1-yr, 24-hr runoff 17.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 1.00 ft3/sec
Storage Volume: Non-SA Waters
Minimum required volume 16,000.00 ft3
Volume provided (temporary pool volume) 16,000.00 ft3 OK
Storage Volume: SA Waters Parameters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff volume 23,985.00 ft3
Post-development 1-yr, 24-hr runoff volume 38,376.00 ft3
Minimum volume required 14391.00 ft3
Volume provided 16,000.00 ft3 OK
Outlet Design
Depth of temporary poollponding depth (Dpients) 12.00 in OK
Drawdown time 2.00 days OK
Diameter of orifice 1.00 in OK
Coefficient of discharge (Cp) used in orifice diameter 3.00 (unitless)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.34 ft OK
Form SW401-Wetland-Rev.5-7/10/09 Parts I and It. Project Design Summary, Page 1 of 3
Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (4`cubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (4+cubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic-inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4+cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4`cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass-like Herbaceous (4+ cubic-inch)
16,000.00 ft4,800.00 ft2
30%%
6,400.00 ft2
40%%
1,600.00 ft'
10%%
800.00 ft2
5%%
13,600.00 ft2
-2,400.00 ft2
OK
OK
OK
OK
OK
Enter data into the shaded cells in this section.
127.00 ft amsl
126.00 ft amsl
125.50 ft amsl
124.00 It amsl
124.00 It amsl
y (Y or N)
126.00 it amsl OK
n (Y or N)
6.00 in OK
12.00 in OK
6.00 in OK
24.00 in OK
24.00 in OK
n (Y or N) OK
1,600
1,200
192
24 and 960
1,600
1,600
192
24
QRn
OK
OK
OK
OK
OK
Form SW401-Wetland-Rev.5-7/10/09 Parts I and II. Project Design Summary, Page 2 of 3
Additional Information
Can the design volume be contained? y (Y or N) OK
Does project drain to SA waters? If yes, y (Y or N) OK
What is the length of the vegetated filter? 30.00 ft
Are calculations for supporting the design volume provided in the y (Y or N) OK
application?
Is BMP sized to handle all runoff from ultimate build-out? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a Y (Y or N) OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is: 3.33:1 OK
Approximate wetland length 250.00 ft
Approximate wetland width 75.00 It
Approximate surface area using length and width provided 18,750.00 ftZ This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction? y (Y or N) OK
Form SW401-Wetland-Rev.5-7/10/09 Parts I and II. Project Design Summary, Page 3 of 3
Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
SPH 10 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
SPH 10a 2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
SPH 10a 3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
SPH 11 4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
SPH 10 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
SPH 6. The supporting calculations (including drawdown calculations).
SPH 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
SPH N/A 8. A copy of the deed restrictions (if required).
SPH 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not
an acceptable source of soils information.
SW401-Wetland-Rev.5-7/10/09 Part III, page 1 of 1
Green Engineering, PLLC
303 Goldsboro St. E, Wilson, NC 27893
252-237-5365 Fax: [phone]
DATA FORM
ROUTINE WETLANDS DETERMINATION
(1987 COE Wetlands Delineation Manual)
Keith Hills Tract "A" Date: 10/7/2009
Penn-Wynn Homes County: Harnett
Sean P. Hein State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: A
Is the site significantly disturbed (Atypical Situation)? Yes No ransect ID: Wet
Is the area a potential Problem Area? Yes No Plot ID: 1
(If needed, explain on reverse.)
c/±CT ATIf1ki
Domin n .PI n Species Stratum Indica or Dominant Plant Species Stratum Indicator
1 -River Birch Betula nigra L. T FACW 9
I
2 -Black Gum Nyssa sylvatica T FAC 10
3 -Rush Juncus G FACW ll
12
5 13
6 14
7 15
8 16

Percent of Dominant Species that are OBL,FACW, or FAC (excluding FAG) 100

Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs X Inundated
X Other Flood Area X Saturated in Upper 12 Inches
No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
_X_ Drainage Patters in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 _ Water-Stained Leaves
Depth to Free Water in Pit: 0 _ Local Soil Survey Data
Depth to Saturated Soil: 0 _ Fac-Neutral Test
Other (Explain in Remarks)
Remarks
SnILS
Map Unit Name
(Series and Phase): Lillington Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile D scri tion:
Depth Matrix Color Mottle Colors Mottle Abundance Texture Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure. Ect
0-2 0
2-8 7.5 YR 4/1
Hydric Soil Indicators:
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfuric Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_X Reducing Conditions _ Listed on National Hydric Soils List
_X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
J
WFTI Alin nFTFRMINATInN
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Green Engineering, PLLC
303 Goldsboro St. E, Wilson, NC 27893
252-237-5365 Fax: [phone]
DATA FORM
ROUTINE WETLANDS DETERMINATION
(1987 COE Wetlands Delineation Manual)
Keith Hills Tract "A" Date: 10/7/2009
Penn-Wynn Homes County: Harnett
Sean P. Hein State: NC
[,ISE o Normal Circumstances exist on the site? Yes No ommunity ID: A
the site significantly disturbed (Atypical Situation)? Yes No ransect ID: dry
the area a potential Problem Area? Yes No Plot ID: 1
(if needed, explain on reverse.)
-T?A\l
Dominant Plan ciLs Stratum Indi for Dominant Plant Species Stratum Indicator
1 -Ironwood Carpinus carolininia T FAC 9
-Red Maple Acer rubrum T FAC 10
3 -Sweet Gum Liquidambar styracifkua T FAC + 11
12
14 5 13
14
7 15
8 16
Percent of Dominant Species that are OBL,FACW, or FAC (excluding FAG) 50
n r vrw?.v?a .
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs _ Inundated
Other _ Saturated in Upper 12 Inches
No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
_ Drainage Patters in Wetlands
Field Observations: Secondary indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: n/a _ Water-Stained Leaves
Depth to Free Water in Pit: n/a _ Local Soil Surrey Data
Depth to Saturated Soil: n/a _ Fac-Neutral Test
Other (Explain in Remarks)
Remarks
?TGIW
Map Unit Name
(Series and Phase): Norfolk Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Abundance Texture Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure. Ect
0-2 O
2-6 7.5 YR 6/6
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
_ Sulfuric Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WFTI ONII 11FTFRMINOTIAN
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Is_
,Fo tem .
I , Tr
PROGRAM
October 5, 2009
Mike Shean
Penn-Wynne Homes
216 Whispering Pines Drive
Spring Lake, NC 28390
Project: Keith Hill West Tract A
Expiration of Acceptance: July 5, 2010
County: Harnett
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. Yo is tist a{so o{? y?". h,W1 oiller.gtate, federal. or local
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer l
(Sq. Ft.) Buffer I1
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Cape Fear 03030004 0 0 0 0 0.25 0 0 0
Credits Cape Fear 03030004 0 0 0 0 0.50 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitiguion. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Ronnie Smith, USACE-Wilmington
Sean Hein, agent
File
Sincerely,
Willia r.Gilmore, PE
Director
Restoru1?5... E ... Pro" Our Sta&
LTMWA
IMOMR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
_ - - . , T _ _
J- ~ _ - _ _ _ , -~--n _ - _ ~ ~ ti ~ [ ..'S`am-r~--'T_.-'-~r~^.'..^.~ -~.-8 - s:-s r-
d. r.•, ~ ~ t y`;~ ~ ~Y"~\ i `t ~l Ita C:'. ^e ~ Icy y~ i~C,T }1~ t Mfr ~~,1--\ /
^'ii~ - l,3 - I' ~ ~ bra; i'z ~ r i ~ : r . ,~i ~ ~~G ~ i ae I ~ :t 4
a ~i,. N?.~,.i ,~rF,i AEI 7 I ~'.i ';3: a J~~~,;: ~ P' i M1, ~ I. 1~~.U ~ ,rvM BL A y,~. ~ I WATER
I is I. vl..~.tri ~~/f .'{!.ni II i _ ~ \ v' a _.::.~.t L.:..2~ ~ i~ A.. A. The Fire Marshal shall approve all hydrant types and locations in new subdivisions. The contractor shall contact r. T. J. McLamb Harnett Cau my Deputy Fire Marshal at [phone] to schedule a final inspection for sac profers the fire hydrant to be Wateraus brand Trend 4 ~/4" model or approved eq ual far standardization u oses, ~pection for each fire hydrant installation. HCDPU is will be monitored by the HCDPU Utility
,i h- p rp D. Fire hydrants are installed at certain elevations. Any grade change in the vicini of an fire h Brant which im edes its o eration shall become
~I ty Y Y p p the res onsrbrlr of the Uhlr Contractor far comectran, Corrections III be monrtc p ty ty Construction Inspector and the Harnett County Fire Marshal.
~ rl ~ - ~ / - C. The Professional Engineer {PE) shall obtain and provide the "Authorization to Consbuct" emnit to the Utili Contractor before the construction f h w p ty o t e star tine shall begin. The Uttlrty Contractor must oat a co of the ~ II copy of the "Authorization to Construct" permit issued
s } ~'I ~r- i ~ ~ v g, ll j ..i P PY by the North Carolina Department of Environrr~nt and Natural Resources - Division of Environmental Health Public Water Su I Section NCDEN - , pp y ( R DEH,PWSS) on site pnor to the start of construction, The permit must be i )ermit must be maintained on site throughout the j
' \ j. ~:1~~'~ .~v.' a'+~'. (.,ti1 i~ ii ?:il .~u, rt.~.~ ;±;r .t:'i n~-.\ ~i~ .~.-.I Sy,. I . entire constroction process of the proposed water lines that will serve this project.
Vii.. ~~___..-_:r _.-...._-------J rl ~ -~-i i~' ~'or" ~rJ~~ D. The Utility Contractor shall notify Harnett County Department of Public Utilities NCDPU and the Professional En sneer PE at least two da s rior n ( ) 9 ( ) y p to co stnrctron cammencrn . The Uti6 Contractor must schedule a re-car 9 ty p edule a pre-construction conference with r. Lonnie {
Crenshaw, Utility Constructon Inspectorwith HCDPU at least two (2 da s before construction v~ll be in and the Utili Contractor must caordin wi Y g ty ate th HCDPU for re ular ms ectran vrsrtabons and acce Lance of the water ar 9 P P Construction work shall be performed only during the normal working hours of HCDPU which is 8;00 am - 5;00 m Manila throu h Fnda . Holid n of the water and/or wastewater system(s).
I;I, 1' p y g y ay a d weekend work rs not permitted by HCDPU. E. The Professional Engineer (PE) shall provide HGDPU and the Utility Contractor with a set of NCDENR a roved lens mated "Released For Cons ' n "
1. 1.: c: pp p tructio at least days pnor to construction commencing. The Profess stake out all lot comers and the grade stakes for the proposed street{s) before the Utili Contractor be ins canstructian of the water lines , ty 9 g. The Professional Land Surveyor (PLS) should ;
I 1 s;. F. The Utility Contractor shall prouide the HCDPU Utility Constn,ctian Inspectorwith material submittals and sho drawin s for all r~o act materials rior h n p g p l p to t e co struction of any water tine extension{s), and associated water set riated water services in Harnett County. The t
',bit- ~ ~ ~Jrj , ; j ~ ~ . r . - c r~ materials to be used an the project must meet the established specifications of NCDPU and be a roved b the Utili Construction Ins ectoc All substandard materials or m n Is no rev f r PP Y ty p ate a t app ed o use in Harnett County fou nett County found on the project site must be
,I ~ , 'n t.i.:. 1 11 / \ i r removed immediately when notified by the Utility Construction Inspector.
•I G. The water main{s), fire hydrants, ser~ce lines, meter setters
I~ and all associated appurtenances shall be constructed in strict in accordance with the standard s ec'tlications of the Harnett Coun De artment of Public Utilities HCDPU . The U ill C n roc r h II P ty p ( ) t ty v t to s a be responsible to locate water service lines and all associated meter setters and meter boxes far other utility companies and their contractors until the newwater main s haue been a roved b the North Carolina De a men of Envi rim nsible to locate the newly installed water main(s),
\ - _ 1 I ~ / c ~r Pp Y P ~ t ro ant and Nat ; Environmental Health, Public Water Supply Section (NCDENR-DEN, PWSS)and accepted b HCDPU. ?nment and Natural Resources - Division of
iv I r% M1 • ,i ~:i ~~r,. i...,.. I t:4 ...ice ,i ~ ~ i` 1-'~1 yti ~ 5:\ ~ i ~ rc, ~I .d ~ ,TT ~ r~!~ r ~u < . ~,,~a. , , Y ~ to accepts ce, all ser~ces will be inspected to insure that they are installed at the proper depth. All meter boxes must be flush with the round level at finish rode and the meter setters must be a minim m f I ~ r`, r, g g lJ o 8 be p n of tt " below the meter box lid. Meter setters shall j
,Jh ~ ~•a.,., y~, 'i. ~ ~.r ,~~u~ ~ I ,rki a ~ f~ r J~ i ~ ; It. ~ ,.rl i. I c. u: i I h ~ k 1`,'~._ ~ .1 " t; i ; ~.:...m,l!,. ~ 'i\ yr~ ~ ~ ....r.. 'fir.. a~. dk-I ~ l ~ ~•.rn, _,'f I ~ ~ . ~ ~ fi ~ "i47~ - be centered in the meter box an ~ t;,___ ~ d supported by back, block or stone, r;,,,
l r. I ,~~,i~' ,~.s a~~~ a w~r_ .u;!, : ~ 1. ,e l ~ Ill\. . 1 r;;, V'. i~.,.i ~ .,i.. o' ?~.tg. 4,.t~^ I, The Utili Contractor shall rovide the ty p HCDPU Utility Constn,ction Inspectorwith a material submittal acka a with the s ctiicatians far all ra'ect mat ' p g pe p l enals norto the eonstruckion of an water Ime s m Hamelt Coun . Thrr ~ .ti.~,•,. p Y O ty =tt County. The materials to be used on the project
j~ ~ must meet the established s eciflcations of HCDPU and b p p e approved by the Utility Constructlan Inspector. All substandard materlals or materials not a roved far use in Harnett Coun found on the ro'ect site must be remo PP ty P J i must be removed immediately when notified by the I'
4? i Ih I~ ~:h. HCDPU Ufility Construction Inspector. J, Potable water mains crossing non-potable water lines (sanitary sewer, storm sewer, RCP, etc. shall be laid to rovide a minimum venal distance of ei hteen 18 "inches between the inverl of the Ova
j{ !I I } p g ( ) ter mom and the to 0 p potable water main and the non-potable water line must be cast iron or ductile iron pipe (DIP). The ductile iron i e must be laid so the mechanical 'Dints are at least 10' feet from the Dint where the otable water sin ; n and the top of the non-potable water line, both the
\1 i I i, ~;c I / f f.NS P P 1 P P m cros K. Potable water mains installed parallel tonon-potable water lines (sanitary sewer, storm sewer, RCP, etc, shall be laid to rovide a minimum horizontal distance of ten 10 feet between the o a I r ' ) p p t b e Ovate main and khenon- of rater main crosses the non-potable water line. ind the non-potable water line. The potable water
~.I ~ t.; 4.~ "=i I ~ II n~~ ~ j; "I u , , ~,r r;,;~ ~~1 41. Y r 'r~,' i i I p main must be ductile iron pipe if this horizontal separation of ten (107 feet cannot be maintained. The ductile iron i e shall extend at least ten 10° feet be and the oink where the re aired horizontal se oration f ~ PP Y p q p o ten (10)ca i of ten (10') can be re-established. j
i i r ~ ~;i~ I . ~ ri ~n,+,'• d+ fr JtC: ,1.,: r,oin .y~. l i'~; L. Meter setters shall be installed in pairs on every other lot line where possible to leave adequate space for other utilities to be installed at a later time. The meter setters shall be installed at least one 1 ° oo ' ' O f t inside the right-of-u 1e the right-of-way and at least three (3) to five (5)
I i feet from the property line be n the lots. The Utility Contractor must provide shop drawings for the meter vaults to HCDPU Bar to ortlenn the concrete vaults. P 9
' M. HCDPU requires that meter boxes far 3/" se~ices shall be 12 ~ wide x 17"long ADS lastic boxes at least 18 " in hei ht with cast iron Iidslcovers, Meter boxes for 1 " services sh I " P g al be 17 wlde x 21 long ADS plastic boxes S plastic boxes at least 18 " in height with plastic lids I,
II i :1 ~ 1 / ' 1~. ~ 1 1 Gad ~r r~ t 1'~ / Y t'`} I ~ -N! 1 'I`kY 1 4r a and cast iron flip covers in the center of a lids. Meter boxes for 2"services shall be 20" wide x 32"long ADS plastic boxes at least 20 " In hei ht ~th lastic lids and cast iron fll covers in the center of the lids. '-1
`1- ~I~. ~ .n,,, .'1 yin 1 ia: :r . v / "V... 4?7:., r ~ _ .1~.,y~1' m ~ M'1~";1 sj1,... ~d'r~q.' 1 3" t'd';~ 'y ~ ~ 9 P p N. Master meteor must be installed in concrete vaults sized for a meter assembly and associated a urtenances so as to rovide at least ei hteen 18 " inches of clearance between the bottom of the c Pp p g ( ) ancrete vault and the b
lt~.~ ",14;- ~a.~r".,. .-,ire 1: ~Lx;~_. j,i~ _ ~ ~5~`i. I.'' .rl M ,6._ I ~.tt .,y~~ ~ 1. ;ai~~ d4h~,: 4 } t ~ I r`~ L meter must be provided test pods if the meter is not equipped with test parts from the manufacturer in accordance with the HCDPU established standard s ecifications and details. Ductile iron i e must be used e ~ p p p far th masts vault and the bottom of the meter setter. The master I J for the master meter vault piping and valve vault
~ f'~ `'Y F I h,~..~. r '.':~~"~1 4 'til h 3~~ Ny _ ' „~2~ Yf; I zbre; ~ ,5:;.. xi° '1;" ~ ' 1'k'r,~' -t-~iS~,~ piPin9•
i The Utility Contractor will install polyethylene SDR-9 water service lines that crass under the avement inside a PVC conduit to allow for removal and re lacement in the future. Two ' " P p (2) independent /4 water service Imes n service lines may be installed inside one (1) - two (2
i I~ inch PVC conduit or (2) independent 1 "water service lines may be installed inside one (1} -three 3 " inch PVC conduit, but each water service shall be to d direct) to the Ova er m in. ( ) ppe y t a P. The water main{s), fire hydrants, gate valves, service lines, meter setters and associated appurtenances must be rated for and h tlrostaticall ressure tested to 200 si. The ressure es °n mus wi n
Y Y p p p t ti g t be t assail by the NCDPI Utility Contractor must notify HCDPU when they are ready to begin filling in lines and coordinate with Harnett Caun to witness all ressure testin . I by the HCDPU Utility Construction Inspector. The '
I - S1 j ty P 9 Q. The Utility Contractor shall conduct a pressure test using compressed air on the stainless steel to in sleeves rior to marlin theta on the existin water main. This air e m s wi n Pp 9 P 9 p 9 t st u t be teased by the HCDPU Utility Constr U Utility Construction Inspector. The Utility
~ ~ Contractor shall use Romac brand stainless steel tapping sleeve(s) or approved equal for all to s made in Harnett Coun . P ty I f:
I u I ~ I , i R. All water mains will be constructed with SDR-21 PVC Pipe or Class 50 Ductile Iran Pipe rated for at least 200 si or rester. All i must be rotected Burin loadin trans o unlaadin s in nil in II ' p 9 P Pe P g g, p rt, g, tag g, a eta abon. PVC pope i on. PVC pipe must be protected from extended
~ ~J U \J ~`~7 ~ ~ ~i exposure to sunlight pnor to installation.
I~,~ S. All water mains will be flushed and disinfected in strict in accordance with the standard specifications of the Harnett Coun De artment of Public Utilities. All water earn lea collected for bacteria testin v~ill be II ty p p g co acted by a re ollected by a representative of Harnett County and
tested in the HCDPU Laboratory. T. All fittings larger than ~ro (2 ")inches diameter shall be ductile iron. HCDPU requires that mechanical 'Dints be assembled nth n nn s as "m alu " fittin s are not a roved b Harnett Coun for i e sizes sin Iler n
J . ~ C, 1 9 p 9 e9 9 9 pP Y ty p e a the pipe used for water mains shall be connected by slip joint or mechanical joint with grip rings. Glued pipe 'Dints are not allowed on PVC i e used for water mains. 1 pp is smaller than twelve inches (12 diameter. PVC k
_ } U. HCDPU requires that the Utility Contractor install tracer I{
n~ ~ ~ ~ - wire in the trench with all water lines. The tracer wire shall be 12 ga. insulated, solid capper conductor and it shall be terminated at the to of the valve boxes or manholes. No s lived °re connections shall be made uncle ro~ P P r9 nade underground on tracer wire installed in
I ; Harnett County. The trocerwire may be secured ~th duct tape to the top of the pipe before backfillin , 9
~U~ V. The Utility Contractor will prouide Professional Engineer {PE) with a set of red lined field drawings to ident' the installed locations of the water line s and all associated services. All char a orders shall be re-a roved b H( riY 9 p pp Y ipproved by HCDPU and the Professional
_ii~, C'~ ~__U' C`~J i'` Engineer (PE) in writing and properly dacumentetl in the red lined field drawings. W. The Utility Contractor shall dig to expose each utility which may conflict with construction well in advance to ver' locations Horizontal and Venal clearances to allow the Professional En sneer PE to ad ust the deli n in on I
I''. i:; ( ) 9 ( ) j 9 underground utilities. The Utility Contractorshall coordinate with the utility owner and be responsible for temporary relocation and/or secunn existin utilit ales and si ns and/or utilities includin services in accordance with ~ he design In order to avoid conflicts with existing j
~';I 9 9 YP 9 9 utility main installation and street construction. ~cordance with utility owner requirements during `j ,I
a X Prior to the commencement of an word within established utill easements or NCDOT n ht-af- y ty g ways the Utility Contractor is required to have a signed NCDOT encroachment reement Dated on site and natl all concerned a9 P ty / all concerned utility companies In accordance with
f'~ , 11 G.S. 87-102. The Utility Contractor must call the NC One Call Center at [phone] or 811 to ve ' the location of existin utilities rior to the be innin of construction. Existin utilities shown in these lens are taken fron 9 P g 9 9 P are taken from maps furnished by various utility
companies and haue not been physically located by the P.E. (i.e. TELEPHONE, CADLE, WATER, SEWER, ELECTRICAL POWER, FIDER OPTIC, NATURAL GAS ETC. .
Y. The Utility Contractor shall prouide HCDPU with at least one {1) fire hydrant wrench and one (1}break-away flan a kit for eve subdi~sion with fire h drams develo d in Harnett Coun .These items must be rovided to HCI 9 ry Y Pe ty P provided to HCDPU before the final inspection will r ,
m be scheduled by the HCDPU Utility Construction Inspector. In addition, e Utility Contractor shall install a " x 4"concrete valve marker at the ed a of the ri ht-of-Ova to identi the location of each valve installed with the ex 9 g Y fY valves. The contractor shall measuro the distance from the center of the concrete marker to the center of the valve box, This tllstance in linear feet shall be stem ed on the brass late located on the to of the concrete valve Bled with the exception of the fire hydrant isolation
~e ( ) P p p Z. The Utility Contractor will be responsible for any and all repairs due to leakage or damage resulting from or workmanshi made Bunn the one 1 ear warren erlod once the water s stem im rovements have been acce concrete valve marker. ive been accepted by Harnett County. Harnett
Po P 9 ()Y tyP Y P p County will provide maintenance and repairs when requested and bill the Develaperand/or Utility Contractor if necessa due to lack of res onse within 48 hears of notification of woman wok. ry p ty I
' i ~I II'l , ~I
I~a :I SEWER
'
i y A. The Professional Engineer (PE) shall obtain and supply a copy of the permit for the construction and operation of the wastewater collection s stem to the Utili Contractor before the construction of the sanity sewer line sew Y ty ry , main shall begin. The Utility Contractor must post a copy of the permit issued by the North Carolina Department of Environment and Natural Resources - Division of Water Quali NCDENR DWQ on site nor to the start of cc ;ewer line, sewer lift station and associated force
+ ,cam I~ ~ ~ ~ uN- ty( ) p maintained an site during the construction of the sewer system improvements. :o the start of construction. The permit must be
\ r D. The Utility Contractor shall notify Harnett County Department of Public Utilities (HCDPU) and the Professional Engineer {PE) at least two da s rior to construction commencin . The Utili Contractor must schedule a re-cons Y p 9 tY p Jule a pre-construction conference with Mr. Lonnie
f ~ m ~ Crenshaw, Utility Construction Inspector v~ith HCDPU at least two (2) days before construction will begin and the Utili Contractor must word mate with HCDPU for r ular ins action visitations and acce fence of the water aria ty e9 p p if the water and/or wastewater system(s).
` ~ t Construction work shall be performed only during the normal working hours of HCDPU which Is 8;00 am - 5;00 m Monde throu h Fnda , Holida and weekend work is not emitted b HCDPU, p Y 9 Y Y P Y
4 r `1 r q J G. The Professional Engineer (PE) shall provide HCDPU and the Utility Contractor with a set of NCDENR approved plans marked "Released For Construction " at least da s nor to construction commencin . The Professic YP g The Professional Land Surveyor (PLS) should E~
/ ~ ~ stake out all lot comem and the grade stakes for the proposed street{s} before the Utility Contractor begins construction of the manholes, rani sewer line s and sewer force mains , 9 ty D. The Utility Contractor shall provide the HCDPU Utility Construction Inspector with material submittals and sho drawin s for all ro'ect materials rior to the construction of an ravi sewer lines sewer lift station s and assn
f ~ f ~ ~ ~ p 9 P l P Y 9 tY County, The materials to be used on the project must meet the established specifications of HCDPU and be a roved b the Utili Construction Ins actor. All substandard materials or materials not a roved for use in Hamel ion(s) and associated force main(s) in Harnett k'
i d pp Y ty p pp must be removed immediately when notified by the Utility Construction Inspector. )r use in Harnett County found on the project site
'I/ \ , ~ f G~ ~ E. The sanitary er lateral connections should be installed 90° (perpendicular) to the gravity sewer main with schedule ~0 PVC i . NCDPU re vices that accurate measurements be rovitled on each sanity sewer lateral ar p pe q p ry sewer lateral and the associated sewer cleanout
I ~ 6 ~ r --,i, 0 _ from the center of the tlawnstream manhole. The field measurement must be prauided to the Professional Engineer (PE from the Utili Contractor for ro er film with HCDPU inthe As-built Record Drawin s. , ) ty P P 9 g
f~~ ~ . f'-''' F, The Utili Contractor shall be res onsible to locate the new/ installed ravi sewer lines sewer force mains sewer sere ty p Y g ty ce laterals and all associated sewer clean-outs far other utrlr cam anise and therrcantractors until thi ty P tractors until the new sewer line(s) have been
~ . D I n ~ ~ I I ~ ~ ~ approved by the North Carolina Department of Environment and Natural Resources - Di~sion of Water Quality {NCDENR-DWQ and ice fed b HCDPU,
~ \ ~ ~ I C~ y f- ~ \ ~ ~ ~ , ~-.1~ --~V~Iv~ Ir ~ r, G. The sanity sewer mains manholes sewer ser~ce lateral s and associated clean-out s sh ry all be constructed in strict accordance with the standard s ecificatians of the Harnett Coun De artment of Pub lic Utilities. The . P ty P main(s) must pressure tested with compressed air at 5 psi and ~trressed by the HCDPU Utility Construction Inspector, Utilities. The sanitary sewer gravity and force
r1t ~ ; / ~ ~ ~ i 1 I ~ ~'~I- I:' 4J - i H. Prior to acceptance, all sewer se~ice laterals wrll be respected to insure that they are installed at the proper depth. All sewer clean-outs must be Insthlletl so the 4 x 4 Ion awes combination a is at least three 3 feet I 9 P wY ( ) three (3') feet below the finish grade. The sewer
r, i, '"~Op1~t ~p A I ati ~ ~ . ; ~ cleanouts shall have a four {4 ")schedule 40 PVC pipe stubbed up from both ends of the 4 " x 4"long p combination wye to be at least two 2 feet above the finish cede and cover each end with a four 4 "inch tam inch temporary cap to keep out dirt, sand, rocks,
w ~ .o ~ ~ rear ~ ~~Y a ~ i ~ ° I'~ water and cons coon debris. -
I~ ~ i ~ ; _ L Once the sanitary sewer gravity line(s) have been installed and pressure tested, the Utility Contractor must contact the HCDPU Utili Construction Ins actor to witness the mandrel test an each PVC ravi sever lines . The I it line(s). The Utility Contractor will notify HCDPU
~ i i I ~ ~ ~ i i ~ - , when the are read to be in Tillie in lines and coordinate with Harnett Coun to ~tness th ~ i ' , ~ ~ ~ ~,~~u ~ ~ a u~ - ~ Y Y g 9 ty e pressure testing, mandrel testing and camera mspectrons as re arced b the HCDPU Utrlr Cons6uchon Ins ctor. q Y ty
~ ~ - J, The Utility Contractor will be responsible for any repairs due to leakage or damage resulting from paorworkmanship made dune the one 1 ear warrant enod. Harnett Coun will rovide maintenance when r vested and y r ~ ~ 9 { )Y YP ty p eq Con4rartnr ~ nec~ssarv. requested and bill the Developer and/or Utility ~ f!
K. HCDPU requires that the Utility Contractor install tracer wire in the trench with all sanitary sewer farce mains. The tracer wire shall be 12 ga. insulated, solid copper conductor and it shall be terminated at the top of the valve bo
connections shall be made underground on tracer wire installed in Harnett County. The tracer wire may be secured with duct to to the to of th f y tap p the pipe before backfilhng. The tracer wire is not required for the gravity sewer line(, of the valve boxes or manholes. No spliced wire l vity sewer line(s) between manholes. " j
. A L. The Utility Contractor will provide Professional Engineer (PE) with a set of red lined field drawings to identify the installed locations of the manholes sewer lines sewer service laterals clean-outs, gravity line(s), sewer lift station(s) , ;r lift station(s) and associated force main(s). All
007, N\ ~'l change orders shall be approved by HCDPU and the Professional Engineer (PE) in writing and properly documented in the red lined field drawings.
_ M. Prior to the commencement of anywork within established utility easements or NCDOT right-of-ways the Utility Contractor is required to notify all concerned utility companies in accordance with G.S. 87-102. The Utility Contras Utility Contractor must call the NC One Call
O - Center at 811 or 632-4949 to verify the location of existing utilities prior to the beginning of construction. Existing utilities sh (800) own in these plans are taken from maps furnished by various utility companies and have net bee id have not been physically located by the P.E. (i.e.
'ZI I o O D , ~r~~T-, ~ TELEPHONE CABLE WATER SEWER ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). J N. The Utility Contractor shall dig to expose each utility which may conflict with construction well in advance to verify locations Horizontal and Vertical clearances to allow the Professional Engineer
I 5 Q i D 7 ~ ( ) (PE) to adlustthe design in and JT Fz%LL underground utilities. The UtilityContractor shall coordinate with the utility owner and be responsible for temporary relocation and/or securing existing utility poles and signs and/or utilities including seances in accordance with oi ie design in order to avoid conflicts with existing { ordance with utility owner requirements during f
p, O utility main installation and street construction.
0. When making a ta on an existing force main, the Utility Contractor shall conduct a pressure test using compressed air on the stainless steel tapping sleeve(s) and gate valve pnar to making the tap on an existing sanitar existing sanitary sewer force main. This air test
[~\q ~I L CMMD k - F X,I - - must be witnessed by the Utility Construction Inspector with HCDPU. The Utility Contractor shall use Romac brand stainless steel tapping sleeve(s) or approved equal for all taps made on sewer force mains in Harnett Count~ Harnett County. The Utility Contractor shall use j
Romac brand Style CB sewer saddles with stainless steel bands or approved equal for all taps made on existing gravity sewer lines in Harnett County.
NULL, u ~J P. For commercial projects, the Utility Contractor shall provide a grease trap for each sewer seance lateral that will be connected to a restaurant or food processing facility where required b the Harnett County Fat Oil & Grease Ordinance. The grease trap(s) must be rated for
q by a minimum r unless otherwise approved by the Harnett County Pre-Treatment Coordinator. for a minimum capacity of at least 1,000 gallons r, . {
D D Q. Each sewer lift station must be provided with three phase power at 480 volts and constructed to meet the minimum requirements of the Harnett County standard specifications and details, If three phase power is not available fr not available from the power company other
1 arrangements must be approved by HCDPU Engineering or Inspection staff prior to the start of construction. rs of the manhole to protect it against erosion and
, Where a new sewer force main is connected to an existing manhole in the Harnett County sewer collections system, the Utility Contractor must provide a protective coating (coal tar epoxy ) for the intedor surfaces of the manhol
G' deterioration from the release of sewer gases such as methane and hydrogen sulfide.
09 S. The equipment and sewer lift station design must meet or exceed the MINIMUM REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS 2007 edition. T. Once a sewer lift station has been installed, the Utility Contractor is responsible to schedule a draw down test with HCDPU Engineering and Collections staff personnel the original equipment manufacturers (OEM) representat
i Engineer (PE). This draw down test must be completed with satisfactory results before final inspections are conducted by HCDPU. representative(s) and the Professional ,j
U. Once the Utility Contractor completes the installation of a sewer lift station, the Professional Engineer (PE) must submit the permit certification and As-Built Record Drawings to the North Carolina Department of Environment an( :nvironment and Natural Resources - Division of
Water Quality ( CDENR-DWQ) and HCDPU for final approval. The Utility Contractor must supply HCDPU Engineering staff with three original Operation & Maintenance (O&M) Manuals along with the associated pump curves J pump curves and electrical schematics for the j
associated sewer lift station equipment including all warranty information and documentation.
E N N E E L u h--` V D D YC U V. Once the Utility Contractor completes the installation of a sewer lift station, the Developer must pay HCDPU the established System Control and Data Acquisition (SCADA) fees before the SCADA system will be installed at the i r` nstalled at the new sewer lift station. The SCADA
system must be installed and operational before the utilities may be accepted by HCDPU and placed into operation. F: ~j
E D 1 [E [E N F Nm~ N D E F--H rr~:J W. HCDPU requires that the Utility Contractor to provide the Professional Engineer (PE) with accurate measurements for locating each clean-out. The measurements should be taken from the nearest downstream manhole up along the sanitary sewer main to the in-line a (or tapping sc,
L~a measurement from the in-line a (or tapping saddle) to the 4 " x 4" long sweep combination wye fitting at the bottom of the sewer clean-out stack. e (or tapping saddle) and then another
~ I I X Any use of sewer plugs to temporarily block live sewer lines
COONFR cc; ( must be coordinated Wth Mr. Curtis Spears, HCDPU Collections Supervisor at least 24 hours in advance of instalen lu s. The sewer lu s must be removed as soon as possible once the newse 'Cc T'g p g p 9 r lines have been inspecte been inspected, tested, approved and accepted
to allow the sewer to flow as designed in existing sewer lines or when ordered b Mr. Cuffs Spears. Mr. Curtis Spears may by y be contacted at [phone] extension 3243, Sewer plugs must be removed immediately at the rep i ! uc J ii tiately at the request of HCDPU to limit
A l~ , E t i interruptions to the normal flow of the sanitary sewer collectionsystern(s).
Y. The Udli Contractor t will be responsible y for any and all repairs due to leakage or damage resulting from poor workmanship made dune9 the one (1) year warranty Penact ante the sewer system improvements have been accep1 eve been accepted by Harnett County. Harnett
I~ I County will provide maintenance and repairs when requested and bill the Developer and/or Utility Contractor if necessary due to lack of response within 48 hours of notification of warren work.
/n1 4
I l
. GREEN ENGINEERING

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TOTAL STREET A LIGHT POLE o~, TOTAL AREA: S.T~~. GUY POST
TOT,4L Fl PLQ~~ ~s ~ -I - • - • ~ EXISTING FIRE HYDRANT ~ s
TOTAL F` PEQI~ . ' J EXISTING VALVE ea Ci UB R©R'
EXISTING METER o TOTAL L EXISTING MANHOLE
EXISTING CLEAN-OUT OCO CURRENT ~O~o~IC I R.'.®
a. - - - EXISTING DROP INLET LAND U CLASS 1 ~0 9
EXISTING CATCH BASIN O y, U lie
E E R: F ~ _ E . PROPOSED BLOW OFF PROPOSED FIRE HYDRANT n im 0
~ ~ - ~ PROPOSED VALVE ca ro `,,i tY CA T
PROPOSED METER a g~
_ _ EXISTING WATER MAIN --w-- C~~``~ER: C~~~G~~~c~ I~~ o EXISTING STORM SEWER LINE - - ST--
P, . DO~~ d pp r~...-..,.: $ EXISTING SANITARY SEWER MAIN ~N 3 00
PROPOSED WATER MAIN W i y J ~ I
° A PROPOSED STORM SEWER LINE T~ 579 t ~ sa PROPOSED SANITARY S EWER MAI sAN ~jrV~~
THE PR ® D Q ~ : m ~ ~ TO NOTE; NUMBER IN LINE DENOT PIP ES E SIZE IN INCHES
THE HARNETT C~rr:T. ~ _ . ,a. p - VC -POLY VINYL CHLORIDE PIPE (PLASTIC SYSTE S.
RCP =STEEL REINFORCE CONCRETE PIPE _ - - F a
OPO p INI LE~ ° " EMA S 10O YEAR FLOOD LINE a
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rrr I ~ r I I ZC ING -ZO LOCATION OF NOW OR FORMERLY
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J ( \ / 10133 'F \ V ~ I I 6640 SF II I 5958 SF I ( 5955 SF I I 6031 SF \ / \ \ \ I I I I 5955 SF i 6031 SF I , I I 7134 SF I I I I I I I I I 67$1 SF 6626 SF I I 6$30 SF I I I I I I I I I I I I I I ~ 0
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0 PROJECT No: PENNW
LE r n - r 7 7 CADFILE: 07032-BM-DWG
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0 of. - ~l e~ n ®t m- 77 CHANGED DATE: MAR 31, 2005 SPH ® y
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1
LEGEND
POWER POLE TR \
LIGHT POLE GUY POST \ ~ - `L ~ ~7
EXISTING FIRE HYDRANT 1. LL '''a~C~ v ~I SHALL ' HAVE AT LEAST THREE
EXISTING VALVE r F F I ISH FINISHED GRADE.
EXISTING METER a EXISTING MANHOLE
EXISTING CLEAN-OUT NCO r
EXISTING DROP INLET i
EXISTING CATCH BASIN Y
PROPOSED BLOW-OFF PROPOSED FIRE HYDRANT
PROPOSED VALVE ca
PROPOSED METER o
EXISTING WATER MAIN EXISTING STORM SEWER LINE ---sr----
EXISTING SANITARY SEWER MAIN --saN - 4
PROPOSED WATER MAIN ~ -
PROPOSED STORM SEWER LINE SD PROPOSED SANITARY SEWER MAID! - SAN
NOTE: NUMBER IN LINE DENOTES PIPE SIZE IN INCHES
PVC =POLY VINYL CHLORIDE PIPE PLASTIC
RCP =STEEL REINFORCE CCNCRETE PIPE
FEMA'S 1 AR F 00 YE LOOD LINE

f~-°'
~t
,.F Y / p
2" BO ASS NO OR FOR ERLY
GA P ELL tt
UNIVERSITY APPROXI ATE NOW OR FORMERLY
ZO LNG -20 ~ LOCATION OF CAMPBELL
® OPEN SPACE UNIVERSITY
27 KEITH HILLS ST T CTJ ZONING -20
9649 5F ®~Zr~ r
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o \a ~ ~ ~ ,r
28
FOR LY &840 SF 26 3' e WATER LINE TO BE 3 5
CA PEELL 6117 5F \ EDGE OF PAVEMENT
UIV SI ~ ~ ~
ZONING -2a ~ 30' WIDE x 10' LONG
r,/ 25 6293 SF ~ ~ 2~ 3 WIDE CONCRETE BLOCK ~ . ~ ~ T SKIM COAT C ~RETE BLOCK MALL WITH P300 MATTING SKIM COAT ON TOP AND
~ 6262 SF ® D SIDE WALL, MALL. (SEE DETAIL)
/ \
4 , ~ ~ 9s~s'r ~ ~ \ \x+, 8°°x8°°x684 TEE
/ ~ ~ ~ ~ ~+s~a ~ ~ 30 1~~0~~,41NAGE / : ~ i~ ~ w ~ I: ra
EASEMENT ~ A`' ' sz2a sF ~`r 28 sF ~ S :1 6 GV (x1) ~ 38
2 GV \ -~e 5 7918 SF
6147 SF , r,:~; ~ GV ~ ,~r~y ~ 31 ~ ~ / K
~ ~ 6' 6 x6 TEE - ~ ~ r • ; ;A ~ ~ .
fi°`u6'°x2" TEE ,f' j .,~FH 2 2 ~ I R L ~ ~ GV 1 74~ SF i STEEL PLATE V01 2,1" NOTCH
- ~ 6049 SF ~ .j% ~ ~ ~ ~ ~k r ~ ~u~ RIVATE ~ (SEE DETAIL)
~ ~ ~ ~ E , %y/ ~ 1 ~ Q / / 6 6x6 TEE ~ ® . , ° 41 U ~ 33 35 7092 sF , ~ ~ ,e;., ~ ~ , ' 8x6 TEE
- ~r~ 6 GV PEN CJ r ~ ! ~ SPACE ~ 6 GV (x2) 34 ~ 'r ~ ~ n 7239 SF ~ ~ ~a,~,=' ~ FH ~ ~ ' WATER LINE TO ~E - 6920 5F ~ ~ .a
21 - tea, ,~r i ~ p. ~ 6 ~6 TEE . LAND
t~ WATER LINE TO BE F~ , ~ ~ _ , ® / H ~ 6 GV 6x6 TEE EDGE OF PAVEMENT ~ a , • FH ~ 6 GV ~ ~ y`; ~ • .
~ 3 TO 5 OFF f o~ ~ ~ ~ o /i' .r ~ \ ~ o EDGE OF PAVEMENT ~ ~ MWER
/ r. 4~ A~ i. h, ~ r ~ ~ + ' • l,',, . ` ~ ~ ..'t i fi99H1 86W • ~ rat e.
~ , ~ ~ ` t p 58185E ~ ar.. ,i ,rf~ ~ ~ _ , _ ~ i~ ~ ~ f
U / ~p J ~ / / el: ~ NW9~ m ~ % ~ ~ ~ N_ r ` SECTION DIP R, ~ ~ ~ -
/ 10954 SF cQ ~ , G ~ (VV5~8- - ~=j w ,y~~~;~ r ~ . ~ . ~ ~ ( , MATER LIE TYP ~ ~ ~ t~• f~ ~ \ ~
~ 22 REND - ~ 7825 SF ~ , Z/ \ ~ ~ ~.e " N I 14 r ~ L DRAIN \
5 REND / - 4~° BEND I A EASEM
' i ~ 22° BEND WATER LINE TO DE / ° ~l Oa 0
~ ~ 3 TO 5 OFF , 0 22 BEND EDGE OF PAVEMENT EASEME T 2 ~ ~ o 1 ; S ,~a 1 ~ 2 BEND 9760 5F
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° TOP FROM TO PIPE INLET TOTAL INLET PIPE TIME OF INTENSITY RUNOFF DSCHRG SLOPE Dtheo SIZE ill LENGTH SEGMENT UPPER LOWER / 8"TS&V
° OF RUN AREA AREA TIME TIME CONC COEFF PIPE TIME INVERT INVERT II
STATION CU (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HR) (CFS) (FTIFT) (INCHES) (INCHES) (FT/SEC) E (FT) (MIN)
14+25.00 133.14 C1308 CE-77 1 0.090 0.090 5.00 0.09 5.00 7.22 0.7 0.5 0.0077 5.8 15 4.6 26 0.09 129.80 129.60 14+25.00 133,14 CB #7 C:..6 2 1.230 1.320 5.09 0.24 5.09 7.20 0.4 3.8 0.0042 14.5 15 3.4 48 0,24 129,40 129.20
a 40+39.00 169.20 C 1 C 18 1 0.510 0.510 5.00 0.08 5.00 7.22 0.4 1.5 0.0083 8.9 15 4.8 24 0.08 163.90 163.70 0 NOW O FORMERLY
40+39.00 169.20 CE#18 CE#17 2 1.690 2.200 5.08 0.40 5.08 7.20 0.4 6.3 0.0054 16.7 15 3.9 92 0.40 163.50 163.00 CAMPBELL / UNIVERSITY
a 18+48.60 168.91 CE#17 CS#16 3 0.380 2.580 5.48 0.19 5.48 7.10 0.4 7.3 0.0175 14.1 15 7.0 80 0.19 162.80 161.40 ZONING -20
D 17+74.60 167.04 CS#16 CS 1 4 0.390 2.970 5.67 0.26 5.67 7.05 0.4 8.4 0.0340 13.1 15 9.7 153 0.26 161.20 156.00 !
16+23.57 161.78 CE 15 CS14 5 0.450 3.420 5.93 0.11 5.93 6.98 0.4 9.5 0.0236 14.8 15 8.1 55 0.11 155.80 154.50 0 r- 15+73.52 160.00 CE 14 S 1 6 0.390 3.810 6.05 0.11 6.05 6.95 0.4 10.6 0.0069 19.3 15 4.4 29 0.11 154.30 154.10 a
0
22+50.42 159,57 E13 CS 12 7 0.330 4.140 6.16 0.07 6.16 6.93 0.4 11.5 0.0083 19.2 18 5.4 24 0.07 153.90 153.70 z 22+50.42 159.57 CE12 C B#11 8 0.560 4.700 6.23 0.20 6.23 6.91 0.4 13.0 0.0361 15.3 18 11.3 133 0.20 153.50 148.70 r !
z m 14+37.38 154.13 CE 11 CE#10 9 0.270 4.970 6.43 0.06 6.43 6.86 0.4 13.6 0.0083 20.5 24 6.6 24 0.06 148.50 148.30 W / !
14+37.38 154.13 CS 1 C 10 0.320 5.290 6,49 0,12 6,49 6.84 0.4 14.5 0.0459 15.2 24 15.4 111 0.12 148.10 143.00 r
11 13+20.29 148.41 S C 11 0.200 5.490 6.61 0.10 6.61 6.82 0.4 15.0 0.0772 14.0 24 20.0 114 0.10 142.80 134.00
0 12+00.65 139,91 C CF-"S 12 0.200 5.690 6.70 0.19 6.70 6.79 0.4 15.5 0.0366 16.3 24 13.8 153 0.19 134.80 129.20 4
10+42.97 133.17 C CI. ® 13 1.100 8.110 6.89 0.05 6.89 6.75 0.4 21.9 0.0083 24.5 30 7.6 24 0.05 129.00 128.80
10+42.97 133.17 C E. 14 0,400 8.510 6.94 0.40 6.94 6.74 0.4 22.9 0.0054 27.0 30 6.2 147 0,40 128.60 127.80 F:
C 12+25.00 133,14 CS CE-? 15 0.150 8.660 7.34 0.06 7.34 6.65 0.4 23.0 0.0077 25.4 30 7.3 26 0.06 127.60 127.40 € 0. 23.4 0.0063 26.5 30 6.6
C) 12+25.00 133.14 CR 2 FE.,~ _1 16 0.150 8.810 7.40 0.08 7.40 6.63 4 32 0.08 127.20 127.00 0 / ! r
10+98.00 (133.57) FES FES 5 1 17.260 17,260 7.00 0.14 7.00 6.72 0.4 46.4 0.0116 30.5 36 10.2 86 0.14 127.20 126.20 06
0 II 0
a 10+41.60 133.06 C, C- 1 0.100 0.090 5.00 0.08 5.00 7.22 0.7 0.5 0.0115 5.4 15 5.6 26 0.08 127.00 126.70 U
10+41.60 133.06 C-'a.20 FEC.:'19 2 0.100 0.190 5.08 0.08 5.08 7.20 0.7 1.0 0.0161 6.7 15 6.7 31 0.08 126.50 126.00
Q T 00 r \ / 0 25 50 200 3010
Grpphic Scale: 1 lphic Sole: V=50,
- H N L F] r. BY DATe DATE MARCH 2.008 12008 44-B-(=
PROJECT No: PENNW
t~F 8V i ~ D I ) \ D Ir \ - q . p F. B.
6 "a 1 ;r . GADFILE: 07032-BM-DWG ASCII FILE:
(V r f Dn v CHANGED DATE: MAR 31, 2008 SPH
F ~Trll u u I L [LL
5 65 J F F7, NO. 1 OF 13

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C- 'I i - J _ ~
> > > 1. SUBMIT SEDIMENTATIQN EROSIQN CONTRtH. PLAN APPROVAL LETTER WITH GQNSTRUCll01d DIVERSION DITCH T AN ALITY 619-799-~zGQ PRIOR Tp INITIATING LAND PERMIT APPLICATION, CC~ITAC L D QU
DISTURBANCE ACTIVITY. SILT FENCE
INSTALL GRAVEL CCNdSTRUC110N EN CEPS), TEMPORARY DIVERSIONS, SILT FENGE, TEMP RY SEDIMENT TRAPS, AND OTHER MEASURES AS SHAWN IN THE APPROVEQ PLAN PRIG? Tfl LAND
IN AN DIVERSIONS UPpN ROCK CHECK DAM DISTURBANCE/ GRADING AGTI~TIES. SEED, MULCH, AND ANCH~ BASS D GONSTRUC11pN,
3. BEGIN GLI:ARING, GRUBBING AND GRADING MILE MAINTAINING MEASURES AS REQUIRED, i
INLET PROTECTOR 4. INSTALL THE STORMWATER COLLECIIQN SYS AND PROTECT INLETS AND INSTALL OUTLET DISSdPATORS,
ROCK CHEGK DAMS, ARG FILTERS BERMS, GRAVEL FILTERS AND / OR OTHER APPROVED MEASURES AS MOWN ON THE PLAN. STABILIZE ALL TAIL DITCHES IMMEDIATELY FQLLQWNG ALL GONSIRUCTION. q v
DISSIPATER PAD - 5. GRADED SLOPES AND FILLS ARE TO BE PLANTED ~ PRfl~DEO ~lli PROTECTIVE COVER
r SUFFICIENT TO RESTRAIN EROSION WITHIN 21 CALENDAR DAYS AFTER THE COMPLE114N Of ~ SEDIMENT DASIN ' ANY PHASE pF GRADING. ALL AREAS UPON WHICH NO FURTHER LAND DISTURBING ACTIVITY ~',~1,
- ALL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN _ 21 CALENDAR DAYS.
CONSTRUCTION ENTRA C fi, AS CONSTRUCTION PR ESSE5INSTALL PERMANENT EROSION CONTROL MEASURES SUCH AS
RIP-RAP APR~dS, VELOCITY QISSIPATORS, CHANNEL LINERS, GRAVEL BASE COURSE, ETG, EXISTING MANHOLE SPOIL AREAS SHALL BE PERMANENTLY STABILIZED, CpNTRACTOR STAGING AREA SHALL BE RNED i' ti
Tp PRE~OUS, UNDISTURBED SITE C(~l~T14N, ALL GAVEL ACCESS ROAD AND STRUCTION
' I T N- UT 0 ENTRANCES SHALL BE REM4~Q AND SITE RESTORED TO PRE-EXISTING CONDITION. EX S LNG CLEA ~ 7, BEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE PERMANENTLY STABILIZED, CALL FOR ONSITE
EXISTING DROP INLET INSPECTION BY ENGINEER.
EXISTING CATCH DASIN IF THE SITE I5 APPROVED REMOVE TEMPORARY DIVERSIONS, SILT FENDING, SEDIMENT BASINS, a ! ETG, AND SEED, PAVE, RIP-RAP RESULTING DISTURBED AREAS. SGflUR QUTLET AND LEVEL.
SPREADER AT NEUSE BUFFER SHALL REMAIN, EXISTING FLARE-END-SECTION ~
9. WHEN VEGETA110N IS ESTABLISHED, CAII FOR FINAL SITE INSPEGTTQN, IF THE SITE IS PR P S D MANN L O APPROVED, THE PERFORMANCE BID IF REQUIRED, W1LL BE RELEASED. OOE O
_ oGQ ~ ~ ,
1~_f _ ~ , 1 / PROPOSED CLEAN OUT - , , r ~ , - 1 1 i ' t i i t < ~ t~ ! I ! r r ~ l I l i l 'i + ~ i+ I i i i r t ~ r fe I I l 1 I t I i I f 1! 1 1 i I I+ I I I I I I + ~ r ' 1 . ~ r 1 f ! f 1 I I I V I I I 1 1 + 1 1 1 I I t 1
PROPOSED DROP INLET - DI _ ~ ~ I ~ t F t 1 f j r ll 0 ~ ! ~ ~ ( 1 t j 1>> 1 fry t I + i I I I I I i 1 1 1 1 1 t I t / !r / r / I~, 1 ~ ! 1 + I I t I I I I I II I I I + I l j I I ~ ! t f
PROPOSED CATCH DASIN = !>CE! ~ ~ i r t s. ~ ~ , r ~ ~ ~ ~ ; t ' t 1 -_.if i I + i I ! 1 1 1 1 I! I ~ ~ I ~ i 11 + I t { i~ I t ~ 1 1 ( i I I I I I I l I I i I I 1 I ~ 1 ~ r ~ / I I 1 I III I II+ I I + r
PROPOSED FLARE-END-SECTION = FES p > I ~ ~ ~ f ~ F` ~ ; ~ I i ~ ! ,r ~ r~ ~ I r t t t ~ I i i l r 1 1 1 1 I i II Il+i I i 1 + r f i ~ 1 ~ , 1 I 1 ! i l I I I I i i I i I I / r t
t ~ L i t r t ~ I t ~ r f ~ ~ r r r ~ r I i i++ g i l l ~ i I+ II+i I I ~ r t ~ t , / r r ~ f I i i I I I III + I I l i
EXISTING STORM SE~lER LINE --sr I ~ ~ ~ I r t ~ 'f f t r! ~ i t { r i ~ r 1 r i~ ~ ~ 1 1 I I ~ I I l I j I I 1 1 1 iI j t t t tt f t~ ! I~ ~ ~ 1 t ~ I I i I 1 1 1 1 1 I I I I 1 1 1 i~ i t r i t ! ' ~ r i f! , ~t ~ l ! 1 ~ I I 1 1 1 1 j l} I I i l ~i i+ ~ t tt t t' t' /00" .00
PROPOSED STORM SE R LINE - _,ST ' ' t f ~ ~ ' 1 I t t ~ ; c r t ~ , r ~t ~ , f F~ F' ~ ~ I ` t`, + ~ l 1 > >w ~ ft ,r i I + j I'., II I II I I ~ ~I II I ~ ! I i I + 1 i l r ~b + ~ 1 ~ A I i i l l i I I I /
NOTEI NUMEER IN LINE DENOTES PIPE SIZE IN INCHES) , , y ,r ~ F , , t~ i ~ r l ~ l e F i F r /SL =STEEL PIPEq I } ~ ~ 11 /1 t I I I I I I i I I l l t I I 1 1 I I+ I t~ r y~. j ! 1 5 ~ ~,ei \ _ I i i I I 1 11 t iI I~ 1 1 I I i-11 1 1 ~ f ~ t r I l t
EXISTING SWALE O . ! r t rt ff 11 Y 1 ~ r ~ ~ I ~ I I 1 1 1 1 i i V I ! t 1 r / f`~ ~ 1 1 1 l 1 + 4 1 1 1 1 1 1 r I ' t , , ~ NOS O FORMERLY ~ i ;III + I I I I I ' t t t
~ ~ f° f ) ~ / 1 t ~ PROPOSED SALE > ~ > , I + ' , i i I I I i IIII i i" I t r , f i ~ BE~~ 1 1 I I 1 1 I I I I l i it I t t f q~,~ CAMP , I I,, I I t
r n , ~ . ; i ' , , , , , I I , ; I , APPROXIMATE 1 ` ~ , ~ ~ UNIVERSITY I , + ; , , I IIII I I ' I t NOW OR FORMERLY
CONSTRUCTION LIMITS - t F , F ~ ; ~ ' F t ' ` ~ ~ i I iii I I + i IIII t t r ~ I , I i , , . + I t LOCATION OF ~ ~ ZONING RA-Zp I i I , I , { . ~ , ~ ~ I . + i I, I ; I I I t r }t { _ p04~.... OPEN SPACE CAMPBELL
~ r ~ , ~ r r ~ r t ~ r t ~ \ \ V I I i I I I ! I I I I f r t . ~ !,n°°P:.•: ~ t A 1 1 \ I I I I l ~I I I t l I I I i I 1 i lr s o.~•°• ~ UNIVERSITY ZONING ®20 ;
f ~ ~ s F ~ ~ r~ FF ~ ~ 1' { ~ f ' Fl l i It t 1 \ 1 1 I I I I I I I i I i ~ ,1> ~ KEITH HILLS ST + I III I + ~ , I , ~ c , , ' 1 ~ > ~ ' III I t , t i I I i I r `;;,P~':A °t• ::.J• O,~ - t
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Gi f / j ~r i I UNIVERSITY F f ~ F f 30' WIDE x 10' LONG
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! 1 i \ I 1 EASE i e1\'. J DS ~Q r~ r t I t r r ~ UNTIL STORt~IfATER WETL ~ ~ I i I - , ~ t ' t t t' ~ , ~ ~ HAVE BEEN COMPLETED. ~s
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LEGEND POWER ROLE
LIGHT POLE
GUY POST
EXISTING FIRE HYDRANT EXISTING VALVE
EXISTING METER ~
EXISTING MANHOLE Q
OCO EXISTING GLEAN-OUT
EXISTING DROP INLET 0 EXISTING CATCN BASIN
PROPOSED BLOW-OFF ~V r
PROPOSED FIRE HYDRANT a~ Y ~`,',r
PROPOSED VALVE PROPOSED METER
EXISTING WATER MAIN ---w-
EXISTING STORM SEWER LINE - --sr-- -
EXISTING SANITARY SEWER MAIN ~+N PROPOSED WATER MAIN , - - a ~ - ,
PROPOSED STORM SEWER LINE SD
PROPOSED SANITARY SEWER MAIN-= SA~3 -
(NOTES NUMBER IN LINE DENOTES PIPE SIZE IN INCHES)
PVC =POLY VINYL CHLORIDE PIPE (PLASTIC) RCP =STEEL REINFORCE CONCRETE PIPE
FEMA'S 100 YEAR FLO00 LINE
;~_y i ~ ~ 1 r r I~ ~ ~v~v ~ r i ~ t ~ I I lil 'iii i i1 r ~ z r 1 1 ? f I E t i r i 1 ( I i I i i , ~ ! , r r ! r 1 t i I I I I I 11 1 I I ~
1 - ~ 1 a i ~ if c _.-1 ~ ~ a ~ r r t 1 ~ .t \ f'" f i I I I 1 I l i ~ t ! ~ t t\ 1 ~ rr i ! I ~ 1 f i l l I I I I I I I I ~ I I f , 1~ ~ I 1 1 / r I i It i I ! i X 1 1 1 I I i i 1 1 I I ~ t
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145 P I ELEU = 133. 0' LOW POINT LEU: 1 3,15 P I ELEU = 133. 0' _ - LOW OINT S A: 16+24.13-- - - P (ELEU - 133.90
K = 0.00 _ . LO POINT TA: 14 25 K = 0.00 , 145
o - v _ - ~ VI ELE ~ 132.1 . -L-U -1-08-8 VI ELEV 132,9 ' ~ K; 9.13
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HIGH POINT TA - 1 +00 1 70 - _
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~ ~ c 1 j ;rte r-~~~~ ~ ~ ~ ~ ~ I, 1, FOLLOW INITAL CONSTRUCTION SEQUENCE F1RS~ / t t , ~ ! ~r~ QUENCE FIRST.
- ~ G~ ~ ~ ~r . l~ ~ ) ~ ~ 2y. ~ a ~ 1 ~ ~ ,;lf ~ } F ~ , ~ ~ 2, AFTER FINAL GRADING AND STABILIZATION OF l~ ~ ~ l STfJRMWATER WETLAND AS SHOWN ON PLANS. LIZATION OF SITE, CONSTRUCT J ON PLANS.
~ i ~ ~ '~.~C:' 1
~ ~ ~ - ` ~ -v,~ ~ ' 'j , ~ ~ ~ • t • ~ I ~ I , 3, INSTALL GRAVEL CONSTRUCTION PAD, TEMPOR~ ~ ~ ~ I ~~l--~ FENCING SEDIMENT BASINS OR OTHER MEASUR 'AD, TEMPORARY DIVERSIONS, SILT THEP MEASURES AS SHOWN ON THE
~ a,._- ~ E i C ~ ~ i~, -DRAINAGE EASEMENT 1 ~ I .I 1 ~ I ~ I 'q;7-:; APPROVED PLAN. CLEAR ONLY AS NECESSAR kS NECESSARY TO INSTALL THESE DEVICES.
L ~ o ~ ~ •_l~ 1 r~ ~ ( ~ V;,~ 1._ ~ ~ ~ I ~ ~ 0~ ~ 4, BASINS, TEMPORARY DIVERSIOPIS, AND ALL MEN AND ALL MEASURES SHALL BE SEEDED. MULCHED,
~-I~~ ~ I .I it . , , l~ AND ANCHORED UPON INSTALLATION. ' ~ i ~ Y~~-1_- ON.
o , ~ ~ J ~ ~ ~ ~ y ~ ~1` ii } ~ ~ ~ } ~ -~''i ' ~ I ~ I ~ , ,;r 5 BEGIN CEEARING AND GRUBBING. MAINTAIN DE ~ 1 ~ I~• I ,r~, ~ ROUGH GRADE SITE, MAINTAIN DEVICES AS NEEDED.
~ ~
o ~ ~ ~ ~ ~ t .n, ~ j J DRAINAGE EASEMENT I i~ ..,i 7, STABILIZE SITE AS AREAS ARE BROUGHT UP T ~ _ J ~ a 0 ~ i. - - ~ VEGETATION, PAVING, DITCH LININGS, ETC. GRO BOUGHT UP TO FINISH GRADE GS, ETC. GROUND COVER MUST
~ i l-C ~ ~ r' ~ I N S PES WITHIN 21 CALENDAR ~ ~ / BE PROV DED O LO 1 ,~d- ~ i ~ ' i ( 1 ~ I- I--~ ~J oR~~C MI ICT u~\l~ f:Rfll If~lfl PRll1/I~FfI WITNIP~I 21 CALENDAR DAYS. ALL OTHER ,nnP-n WITHIN ir) wnRKII\,I(; nAY'~
j' c I I OR 90 CALENDAR DAYS FOLLOWING COMPLETIO WATER IG COMPLETION OF CONSTRUCTION
OR DEVELOPMENT WHICHEVER PERIOD IS SHOR" I 'I l 2IOD IS SHORTER.
CV \ t ~ I -1 8• ONCE STORMWATER WETLAND IS STABILIZED, A 1., I I; I EL-1 STABILIZED, ALL TEMPORARY MEASURES MAY
BE REMOVED AND AREAS SEEEDED AND STABII D AND STABILIZED.
II V f al~~ a: \ J I --1 - _ - - r "T i ~ 8. FOLLOW LANDSCAPING PLAN FOR ST0RMWATER STORMWATER WETLAND VEGETATION.
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_LL L`j' L.LL~L~ ~ r r C ~ ~ f l1 l~ d ~ s L.LL LLLLLLL.LLL~ ~-f--. ,.,.1`~ ~,J`,:.,.U rt ~LL ~~1J ~ " C ' 4"y LLLLLL , LL.L.L. ~ r: L7 t. 7. L1..LLLLl-L~ LLLL~_L I c~~`~'.r ~ ~ TREES SIZE LOBLOLLY BAY GORDO GORDONIA LASIANTHUS 8
I , . LLLLLLLL4' / LLLL SPACING ti ^;I lam' CI ~ L L.v LL L , ~ t ~ Q , \ , LL L',~t„LLLL LLLL-l.L , , LLt-L ' LLLL BALD CYPRESS 3 GALLON CONTAINER
LF..LS_l ~ 4-4.1. ~1 / ~ y L.L L4''t C' ~.L.I-L ~ ~ ~ _ Q .r LL LLLI,.LLLLLLLLLL l.L"-LLL- 1 LLL ,,„LL ~.4_ LLL fIy LLL~LLLLLLLLI Ll_LL .LLLLLLL. ;cap ' _ LLLLLLLLLLLL"LL LLLLLL _ RIVER BIRGN
LL{ LL ~ I LL`4.~ IyL.L~. ti 1 LLL'~4t'~ y~ 0 LL+- \ t LL f~ " LLLLLLLLLL ,r ~ LLLLL-L y~ r~ L I ~ LLi.-LLL - ~ _
U ;-I.LL ~ l YLLLLt1°l. v, ~ LLI'-~L ~ I t'Ll i'LL,L t L t- . ~ ~ Z3 4-LL, I LLU- "~L.L C• V _ N _ LLLLLL ~~.l~..+, SWAMP ROSE ROSA r7 J r ,LLL, , V" !'LLLLLL ~ ~ SHRUBS ~ ~ LLLL-LL _'r ROSA PALUSTRIS 16
.L~~tC.L + ~ LLII.Lj;L-L.L l ~'I ',.l p !j/J ~ 1 - ~ T LLLLLL ' L_ ; - Z~~/~.~ ~ ~ LLLLLL • INKBERRY 1 GALLON CONTAINER
LL ! LL.L .L.L l M ~ I L. L w,,,~ 4'LL.LI_ l I LI..L-LL- '~,t Lt_L-LI I LLLLL-L. ELI ~ ` ' L LtrL I L. ~ ~ ~ ~ 'f 'LLLLLL G. ~ 4L1_LLi. SILKY DOGWOOD LL ' , L. , r' LL L L ~ LLLLLL SEDGES CARER CAREX SPP. 400
~ t t LLL ` ~ ~ l~1- ~ I LL.L..- 3 ~ r ~L.L~LL. _ _ _LLLLLL. P ~ ~ LOBLOLLY BAY _ LLL1-l-LL . _L ° LLLL
, j I L1 L L Lii p J, LL,4s1, I L.L~-LLI.- ' r' ' LLt..L.i- ~ 0 .L~~ L f Lt..t.4.. } i LLuI LLL. L L~.L.LLLLLLLLLLLLL LLLLLLLLLLLL^LLL4-LLLLLL SWAMP ROSE L"LLLL.LL LL,L LLLL-IL.LLLLt-'~ LLL LLLLLL LLL
Q / l_LL4.6 ~ ~ L4.Lt-L.L LL LL LLL Lt_L LL LL L.l.L1,LLLLLLLLLL J n D ~ G~ b "1, p r, U G p _ Pr ffrGG SWAMP MILKWEED ASCLEF _ ~ HERBACEOUS b n. ~ , ASCLEPIAS INCARNATE 100
~ LL I t L4~LL , , , I LLL-Lt- ~ Ll.. ! L.L.t l.'::. r ~ LL ~ f ~ 1 f~ ~ ~ ~ PLANTS ~b, ~ ~
LL.4.'i ` I LLL.1_L ` ,jj ~S , . I , , SEDGES 4 CUBIC INCH ~ ~ , '
3 LL.I-LLB , + T LLLi.w t I LL L ~ I r' ; r , , ' ~ ~ I SWAMP MILKWEED CONTAINER JOE PYE WEED EUPATI ~ , ; EUPATRIUM FISTULOSUM 100
~ i LLI_ ! <!r r LL.I,LI ~ _ _ _ - - - JOE PYE WEED
C9 4-L.L L L t I /ft f t~ ! J f f 'r' »fPP ~ \ p L1-L.LL \ l 1 't. ~f r~f ' - ~ SPIDER LILY r , , PINFI ANDS MAI I f~~l ,z~,~ xa~t~~',~-`~.t;i:' ~oincc~ i ii v uv~ec~i uvKacKinnni i is n 11 nc 1 nn
PERMANENT SEEDING SCHEDULE DAM EMBANKMENT ENT) I LL. LL .L. I I I IdII_IWtid7vt'YI_LI-) 1_V L/-, L- I VV
SEEDING DATE SEEDING MIXTURE ~ uCaTiorv RATE ?~a SHALLOW WATER & SUBMERGED AQUATIC PINELANDS MALLOW HIBISC LBS/AC HERBACEOUS HIBISCUS ACULEATUS 100
AUG 25-OCT (BEST) TALL FESCUE 71,
FEB-APR 15 (POSSIBLE) PLANTS
o r I r=~1 SOIL AMENDMENTS SEDGES 4 CUBIC INCH ~ 24" O.C. FOXTAIL ALOPE i-_ ALOPERCURUS HOWELLII 300
f1111 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY LIMESTONE AND 1000 LBS/AC 10-10-10 FERTILIZER.
A/AC GROUND AGRICU FOXTAIL CONTAINER APPLY 4000 " BLUE FLAG IRIS ~
-~n ~-,i:: SAW GRASS _J IJ L 1 ~'1 I ~ i ~ ~ ~ ~ ~ ~ ~ BLUE FLAG IRIS IRIS Vl ARROW ARUM i' IRIS VIRGINICA 300
Q I~ ~ 7 , y1-~ \1 MULCH ~ LIZARD TAIL
n PICKEREL WEED SAW GRASS CLADIU CLADIUM JAMAICENSE 300
APPLY 4000 LBS/AC STRAW. ANCHOR STRAW BY TACKING WITH A~ WITH ASP ALT, NETTING, OR A MULCH ANCHORING L l SPIKE RUSH
~ ~ i TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED 0 3E USED A AN ANCHORING TOOL
DEEP WATER ARROW ARUM PELTAN PELTANDRA VIRGINICA 300
MAINTENANCE
z INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE Wl w LATE WI TER OF THE FOLLOWING YEAR; USE SOIL HERBACEOUS TO A HEI T OF 2-4 INCHES. ~ SAURURUS CERNUUS 300
TEST OR APPLY 150 LBS/AC 10-10-10. MOW REGULARLY TO A HE PLANTS ~ LIZARD TAIL SAURU DUCKWEED EACH
II
NURSE PLANTS 4-1 PICKEREL WEED PONTE SS OR 10 LBS/ GERMAN MILLET. BEFORE MAY 1 PONTEDERIA CORDATA 500
BETWEEN MAY 1 AND AUG. 15 ADD 15 LBS/AC SUDANGRASS OR 10
OR AFTER AUG 15 ADD 40 LBS/AC RYE GRASS (GRAIN).
ELEOCHARIS ACICULARIS 350
NOfi S: C~u SPIKE RUSH ELEOC :S OF THE DAM AND I TERIOR SLOPES OF THE DAM
Ln 1. OERMANENT SEEDING SCHEDUE IS FOR EXTERIOR SLOPES OF THE
(FILL EMBANKMENT) TO NAORMAL POOL ELEVATIONS. DUCKWEED LEMMA LEMMA SPP. 200
2. THIS MIX IS USED FROM THE INSIDE TOP OF DAM TO DOWN STR TOWN STREAM TOE OF E ANKMENT.
~ 0 25 50 100 200
N SI 0~ Graphic Scale: 3raphic Scale: 1" = 50'
H 44-B-030
c-J ~ E ll 'J ll V ~jAlY ~ V ll ~ r f PROJECT No: PENNW
ou DATE I DA`~i : 6~~C~1 2008
SCALE CALE F. D. CADFILE: 07032-DM-DWG ASCII FILE:
CHANGED DATE: MAR 31, 2005 SPH
mm i' °e
NE

CURB&GUTTER ~
I SEC, "A-A" Ht?00, GRATE ~ FRAME ~ ~ a ~ ~ 51X INCHES MINIMUM I {pEWEY BRDS INC. ND. C.H. BN 7A 6~
PAVEMEN a i TEN INCHES MAXIMUM ~ PAVEMENT Q ~ i DEPTH FROM THE BOTTOM OF ~ ~I' A ~
35' PRIVATE ACCESS EASEMENT AND PUBLIC UTILITY EASEMENT l~ _ T~PA~ SEEDING a I THE METER 80X LID TO THE , =--J - _ 4 ~ a TOP OF THE METER -
24' STREET SECTION - - - ~ ~ I ~ h~'' SEEDING MIXTURE SEEDING MIXTURE - ~ ~ ~ 4, ~ . ~ ~ I ,
I ~ ~ 4' ~ 5 - - - - Q - SPECIES SPECIES R I I-I I ~-I I ~ a a_ Q ~ Q ~ , RATE (LB/ACRE) °4 i I RATE (LB/ACRE)
~ ti w ~ w U ii+~T° a ~ ~ TALL FESCUE BO RYE (GRAIN) 1; METER Box + PENSACOLA BAHAGRA55 50 120
J y~ J ~ ~ ~ C~T ~ m ; m _ _ _ v"( n ~ t ~ ~ p CURB STOP , SERICEA LESPEDEZA 30 oR ~ KOBE LESPEDEZA 10 SEEDING DATES
°pe N ~ z„ SF9sA N ~ ' I 45' ifl ANGrE sTCa m ~ ~ ~ ~ SEEDING NOTES MOUNTAINS-AUG. 15- DEC. 15 15- DEC. '15
1 L4" /FT 9LPPE 1 /4"/FT SLOPE r a: i; ;iii "TiF -~~-r-~~__ - _ - --=~--L_: ---7~ __'r ~ ro ~ ~ ~ ~ ~ ~ °o ~ COASTAL PLAIN AND PIEDMONT-A ~ ~ x - 0 1, FROM SEPT, 1- MAR, 1 USE UNSCARIFIED SERICEA SEED. z a BRICK suPPORTS o SOIL AMENDMENTS `JD PIEDMONT-AUG. 15- DEC, 30 11
8" CABC S~Op 3 ~ ~ MINIMUM a wicks HousE SERVICE BY OTHER 0 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE. RER Box ~ ° 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE w ~ in TO 40 L8/ACRE.
F 8'_ D" m,-~ CORPORATION COCK BRASS .-~~0 1 000 LB ACRE 1D-10-1D FERTILI~ ,o / )-10-10 FERTILIZER.
4"x 4"x S' POST ° NURSE PLANTS Io° _ H MULC
COPPER TUBING LENGTH AS REQUIRED ~ ~ ~ /A i" SOFT COPPER TYPE K BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE FALLOW IL TEST R APPLY 21 SUDANGRASS. PRIOR TO MAY 1 OR AFT R A 1 A APPLY' 4,000 LB/ACRE STRAW. A E UG 5, DD 25LB/ACRE RYE (GRAIN). aM STTRA~. 241 HOW /SICRA BY rACKA1 VY-9 ARSA6 LT, NM GND
~ / iii ° I I I I ° KEEP SL PIrA~~ OR A MULCH ANCHORING TOOL. KEEP SLACK IN WATER SERVICE SUPPLY SEEDING DATES USED AS A MULCH ANCHORING TC HOPING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE -I ANCHORING TOOL.
I I N II II N N01E LEAVE A VERTICAL JOINT QPEN QN EACH BEST PQS5BLE MAINTENANCE SIDE aF CATCH BASIIJ ON THE THIRD
CORPORATION STOP couRSE aE BRICK. EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30 FALL: SEPT, 1- SEPT. 30 SEPT. 1-OCT.31 REPAIR AND REFERTILIZE DAMAGE[ UTILIZE DAMAGED AREAS IMMEDIATELY. 70PDRESS WITH 50
NOTES: BEYOND JUNE 15, OVERSEED WITH METER BOX TO BE INSTALLED TO FINISHED GRADE BY UTILITY CONTRACTOR 8° 2'- 0" MIN. e„ 501E AMENDMENTS PLAIN OR KOREAN (MOUNTAINS} OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
WATER MAIN SERVICE SADDLES MUST BE USED ON ALL WATER LIM1IES I (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
PERMANENT BARRICADE STREET STREET APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE LB ACRE OF NITROGEN IN MARCH, MINIMUM GROUND COVER OVER SERVICE LINES SHALL BE EIGHTEEN INCHES UNDER CURB GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS} AND 1,000 ~ Y DGEN IN MARCH, F IT IS NECE~SARY TO EXTEND TEMPORARY COVER
TREE TREE THE ENTIRE AREA OF RED AND WHITE SHALL BE REFIEGTORIZED WITH A MATERIAL THAT HA5 A SMOOTH, SEALED CUTER SURFACE WHICH iMLI LB/ACRE 10-10-10 FERTILIZER. N IR ° ' _ SEEDI C MIXTL E
5D' PRIVATE RIGHT-DF-WAY AND PUBLIC UTILITY EASEMENT DISPLAY THE SAME APPROXIMATE SIZE, SHAPE AN6 COLOR DAY AN6 NIGHT. MULCH y' ( SPECIES / APP Y 4 RATE (LB/ACRE)
3D' RaADWAY SECTION TEMPORARY BARRICADE WA V I L 000 A R RAIN TR L8/ C E G S AW OR EQUIVALENT COVER OP ANOTHER SUITABLE RYE (GRAIN) MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP- ANNUAL LESPEDEZA (KOBE IN PIEI 120 f 'A (KOBE IN PIEDMONT
THE ENTIRE AREA OF ORANGE AND WHITE SHALL BE REFLECTORIZED WITH A 4' g" p~ p~ MATERIAL THAT HAS A SMOOTH, SEALED DUIER SURFACE WHICH ~MLL ~ INC WITH A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN AND COASTAL PLAIN, KOREAN BE USED AS A MULCH ANCHORING TOOL IN MOUNTAINS SIN, KOREAN 50
N R T ¢ v w o U w DISPLAY THE SAME APPROXIMATE SIZE, SHAPE AN6 COLOR DAY AND NIGHT. 5 OEWALK ~ ~ ~ z ~ ~ 3' JC~A a W ~ LOCATION N ~ EL~AT~N MAIN TEN ANCE OMIT ANUAL LESPEDEZA WHEN DU =DEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORD- BEYOND JUNE,
s~apf o o ~ 2" SF9.5A o o ~ 1/4"/FT 1/2"/FT r~~a '~~a 1/Z"/FTBARRICADE ~ „ SLOPE _ ~-''T"L-~ SLOPE SLOPE ~ " ~ A T I U A ~ INC TO SOIL TESTS DR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS SEEDING DATES STANDARD METAL NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AhJD
1/4°/F-C SLOPE 1/4 /FT SLOPE ~ J ,,-t~,,~, ___.-__,_J Fj ' ' MULCH DAMAGED AREAS IMMEDIATELY. MOUNTAINS- ABOVE 2500 FT: FEI T~ PGSTS 2'-D" IN GALVANIZED HARDWARE BELOW 250D FT: FEB. JE 2500 FT: FEB. 15 - MAY 15 1 2500 FT: FEB. 1 - MAY 1
B° CABC Shop 3 3 ' , ~ ~ ~ , ~ D _.I ~ ; r ~ , GROUND <NRE EXTENDS TO TOP I BOX c~ h ~ ,,r I-;~ PIEDMONT- JAN, 1 -MAY 1 T, ~ ~ ~~Y 5~~~~1 ~ , ~~6~1~,, _ coASTAL PLAIN DEG, 1 APR. - MAY 1 DEC. 1 - APR. 15
; 7. ' .I ~ ~ ~ THREADED BRASS FINISH GRADE SEEDING MIXTURE '7 SOIL AMENDMENTS
Z.~ . . , , ~ ~ I 17~ ~ X ~ ~ ~'7 CHANNEL SPECIES RATE (LB/ACRE) JDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
T P A ~ da Y A M ~I TR T T tr ~ I` ' , y ~ ~r r 4 BOTTOM ~ FOLLOW RECOMMENDATIONS OR AF 1 ~1 i w GERMAN MILLET 40 LIMESTONE AND 750 LB/ACRE 1C- , 50 LB/ACRE 10-10-10 FERTILIZER.
- h f-f'r~ ~ t r ,l, ~ 4 I ~ MULCH r,~ ,'~i ~ ~ IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY BE
_ 7 h Y r-~ ( g _ ~,k, , - I;~ ~ z SUBSTITUTED AT A RATE OF 50 LB ACRE. rY ~'+,~~g~a~,;,~•. ~ ~ APPLY 4,000 LB ACRE STRAW, AN ~ r.~~~v:~-...,_. PLUG w~2 ~ TAP \ORE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, HORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
9 A. V i~ q 1 I I a ~ Y~. I w ~ SEEDING DATES OR A MULCH ANCHORING TOOL. ;r~„,~= ~ ~ USED A5 A MULCH ANCHORING TC l~ ;;r '",~~;~`'r°,'r't~'^~ MOUNTAINS- MAY 15- AUG 15 I ANCHORING TOOL.
-r r I I '~-~r r~~~'~ n:_r. o PIEDMONT- MAY 1- AUG, 15 MAINTENANCE 20' STUB
La 'r _ 8GATE ~A~~E I COASTAL PLAIN- APR, 15- AUG. 15 REFERTILIZE IF GROWTH 15 IVOT Fl OWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH DWING ERR051ON OR OTHER, DAMAGE.
a~. x~-- 501E AMENDMENTS IMMEDIATELY FOLLOWING ERROSION BRICK
I I ~r I' , X57 WASNE6 STONE PLACED TO A HEIGHT OF FOLLOW RECOMMENDATIONS OF 501E TESTS OR APPLY 2,000 LB/ACRE GROUND , d+ 12 -18' MIN. ABOVE TOP 6F BOX AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER,
~I i Yom" ~ ~ ~~e _ r _r-f-- WATER MAID GENE ~~"-~t' ~ U MULCH GENERAL CONSTRUCTION NOTES
, _ r - T NO SCALE - - ST~~~AR~ ~AT~H B~~~N YAR~ APPLY 4 000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING / 1. Utilities shown on plans are as ~ i plans are as accurate as current records and information allow.
- ~N~ET P~~TE~T~~ 6R A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAhI BE Contractor will be responsible fol USED AS A MULCH ANCHORING TOOL. services whether shown on plans responsible for verifying the location of all existing utilities and shown on plans or not prior to construction.
C.I. MANHOLE RING ANQ COVER SEE SPECIFICATIONS 31-25-23 MAINTENANCE 2, Minimum cover of 3'-0" shall bE f 3'-0" shall be maintained for all water mains unless otherwise noted.
1 /2" R 6" NQTE; fs ~ T M - F REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED REFERTILIZE AND MULCH 3 Where a water main crosses abc , W A ain crosses above or below storm drainage, minimum separation
3" R 1. USE SILT FENCE ONLY WHEN DRAINAC~ Y " AREA DDS NOT EXCEED 1 j~ ACRE AND IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE shall be 1'-0". I E
: 2 BITUMINOUS CONC. SDRFAGE couRSE ~ ~ NEVER IN AREAS OF C~dCENTRATED FLOW ~pAA II 4. In the event the minimum 3'-0° N E R A L C N TR TI I V achieved above the storm droina G S UC 0 ~ T minimum 3'-0" cover and minimum 1'-0" separation cannot be he storm drainage pipe, the contractor shall tunnel the water main
r~ `P 3000 PSI CONCRETE I a o 2, END OF SILT FENCE NEEDS TO 8E 0 ES under the storm drainage pipe. Ir~T zoRE ~5~ ~ PIRST cHA1~ER 25x SECOND cRn~eER zsx ounET zoNE ~s~ of 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES drainage pipe.
-'1,t ~ CONC. r` 8° COMPACTED STDNE I TURNED UPHILL. BASE COURSE ~ 5TEEL POST 9J~ACE AREA ~ ~1RPACE AREA ~ SURFACE AREA SURFACE AREA PRIOR TO COMMENCING CONSTRUCTION BY CONTACTING ULCO 5, Water mains shall be laid at leap (1-800-632-4949). unless local conditions ar barrier I be laid at least 10'-0" laterally from existing or proposed sewers, 'itions or barriers prevent a 10'-0" lateral separation in which
~ FOR REPAIR OF SILT FENCE 8~ MAX STANDARD STRENGTH FABRIC 4MTH V~RE FENCE 'A'~. FAILURES, USE NO. 57 WASHED ~ " FENCE WOVEN WIRE FABRIC case:
6 MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 2-6, STONE. FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH FENCE ~ 2. CONTRACTOR SHALL GRADE ALL STREETS TO THE TYPICAL SECTION SILT FENCE GEOTEXTILE FABRIC SHOWN ON THIS DETAIL SHEET PRIOR TO INSTALLATION OF o) The water main is laid UNDERGDUND ELECTRIC AND GAS BY THE CITY OF WILSON UTILITY bottom of the water rr ter main is laid in a separate trench, with the elevation of the
a' ° ` BASIN, STD, C.I. MANHDLE STEPS DEPARTMENT. UPON CONPLETION CF UTILITY INSTALLATION BY THE CITY OF tMLSON THE CONTRACTOR SHALL REGRADE ALL SHOULDERS b) The water main is laid of the water main at least 18 inches above the top of the sewer or,
E~ TT PAVIf~ ~ W. U U R ~ ~ SEE SPECIFICATIONS o z ~ MIN. 1Q GA. = AND SLOPES AND PROVIDE FINAL SEEDING AND MULCHING IN located Dt one side an o ~~-s'~~,t, ACCORDANCE WITH THE DETAILED SPECIFICATIONS. ter main is laid in the some trench as the sewer with the water main at one side on the trench of undisturbed earth, and with the
LINE WIRES w MIN, 12-i/2 GA, I °sy FILL SLOPE ~ elevation of the button - ~ 3. STABILIZE EASEMENTS A5 SOON A5 THE ASSOCIATED CONSTRUCTION 15 of the sewer. INTERMEDIATE WIRES ~ ~n of the bottom of the water main of least 18 inches above the top sewer.
~ n N I N z ~ COMPLETED WITHIN EACH EASEMENT.
W NOTES: ~ 6. Whenever it is necessary fora w M ~ should be laid of such and eevc {'R6,11Fg I ET~~ j OUTLET ,cess?ry for ? water main to cross over ? sewer, the water main such and elevation that the bottom of the water main is at least 18
o a _ _ VALVE BOX SHALL NDT BE INSTALLED IN CURB OR GUTTER ~ _ ~ rr - - - _ inches above the top of the sew s" MIN. ~DVER OVER S E E Q B E D P R E P A R A T I O~ top of the sewer, unless local conditions or barriers prevent and separation--in which case both water main and sewer shall be
I=- - " V X IV T T 'X 'X1' ~ ~ CONCRETE AROUND VAL E BO ES I S REE 2 2 W _ ,i T _ SKIRT ~ 18 inch vertical separation--in r f_ F - 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL constructed of fierrous materials O .I ~ standards for a distance of 10 - I - _ _ CONDITIONS, IF AVAILABLE ,rrous materials and with the joints that are equivalent to water main distance of 10'-0" on each side of the point of crossing.
V V X NTH H R F TH ROAD OR ROUGH TERRAIN MUST HAVE A o ~ SILT FENCE FABRIC INSTALLED - E Al E BO ES 0 E S OULDE 0 E a CONCRETE COLLAR ~ I ~ TO SECGVdD WIRE FROM TOP fl ~ IIt I ANCHOR SKIRT AS i 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH, 7. Whenever it is necessary fora w ~cessary for a water main to cross under a sewer, both the water
O ) r'1 I I -II nn PERPENDICULAR iD STREET UU ALL FITTINGS TO BE DOMESTIC MADE ONLY N i u- i i n ~I I DIRECTED BY ENGINEER r-~-~~~, main and the sewer shall be car 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE equivalent to water main standar i ~ wer shall be constructed of ferrous materials and with joints that are er main standards for a distance of 1D'-D" on each side of the
p, O ALL HYDRANTS ARE TD HAVE 5 T MAIN VALVE OPENING ~ ~ ~ X YIEtN REASONABLY SMOOTH AND UNIFORM. point of crossing, A section of ~ ~ crossing. A section of water main pipe shall be centered at the point of
Q x ALL HYDRANT LEGS SHALL HAVE DUCTILE IRON PIPE LEGS ~ ~ ~ 3000 PSI CONCRETE ~ O SHAPE TO PROVIdE o 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND g. Driveways shall be restored to or MIX WITH SOIL (SEE BELOW). of installation of water main acr~ e restored to original or better condition immediately after completion
O ~ N - N z4°><24°X1r' SMDaTH FLOW ~ I TMPORAF N TEMPORARY FENIr~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM REASONABLY UNIFORM water main across some.
PAVEfDENT ONCRETE pA „ ~ ( O SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, I
~ ~ ~ - ~ COMPACTED SOIL 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING SANITARY SEWER GENE EQUIPMENT OR CULTIPACK AFTER SEEDING. GENERAL CONSTRUCTION NOTES
U ~ ~ ~ C, ~ MIN. 7• MULCH IMMEDIATELY AFTER SEEDING AND ANGHOP, MULCH WITH ALPHABETIC MATERIAL. F
C UNI-FLANGE SERIES S ~ ~ -D ~ 5~-~' D. _ B ~ 4 ~ 57 STDNE .1 { 13DO DR 139D suPPazT RAE TO rw~ suPPaRT POST, 2a' STAKE TO suPPatT MULCH SHALL NOT BE CRIMPED EXISTING UTILITIES A5 SHOWN Ohl THESE PLANS A TQ PREVENT SAGG~G INTO ROTTOR ~ 90E V~RE ( ALLOW. THE CONTRACTOR SHALL BE RESPONSIBLE -HESE PLANS ARE AS ACCURATE A5 CURRENT RECORDS AN IMFORMATION 3E RESPONSIBLE FOR. VERIFYIrIG THE EXACT LOCATION OF ALL UTIUES
= AROUND ~"1 ~ WEEP HDLES do ~ g INCH DUCTILE IRON CLASS Sfl j WATER ~ c MAIN 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PRIOR TO CONSTRUCTION. FLOW THE PLANTING SEASON IF POSSIBLE. IF STANp SHOULD BE OVER 80~
Q~ . , It oz p _ V/ NOTE: - ~ ~ ~ ~ - iv ~ ~ ~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING DRIVEWAYS SHALL BE RESTORED TO ORIGINAL OR E RATES. INSTALLATION OF SEWER LINES ACROSS SAID DRIVE I ORIGINAL OR BETTER CONDITION IMMEDIATELY UPON COMPLETION OF 'OSS SAID DRIVEWAYS.
- - -I - - ° 9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION WHENEVER IT IS NECESSARY FOR A SANITARY SEW) SANITARY SEWER TO CR055 OVER OR UNDER A WATER LINE A MINIMUM
-n ALL MORTAR JOINTS SNAIL BE 1~2~~-± 1~8". - - -p CONCRETE TO BE CLASS "B" FOR BASE. - - - - ~ AFTER PERMANENT COVER IS ESTABLISHED. OF 18" VERTICAL SEPARATION MUST BE MAINTAIN. OF DUCTILE IRON PIPE, MINIMUM OF 10'-0" EACH ~ T BE MAINTAIN. IF THIS CLEARANCE CANNOT BE MAINTAINED, A SECTION 10'-0" EACH SIDE OF CROSSING, MUST BE INSERTED INTO THE SEWER
A~ - - p - - - APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE LINE, - FERTILIZER - 10-10-10 ANALYSIS AT 800 - 1000 L85./ACRE I „
a „ ' ~ ~ ' ~ SUPERPHOSPHATE - 500 LBS./ACRE OF 20~ ANALYSIS SUPERPHOSPHATE MINIMUM OF 1 -0 SHALL BE MAINTAINED WHENEVE ~ MULCH - 2 TONS (APPROX, 80 BAILS) SMALL GRAIN STRAW/ACRE BELOW ANY STORM DRAINAGE UNLESS OTHERWISE I 'AINED WHENEVER A SANITARY SEWER LINE CROSSES ABOVE OR t` 55 OTHERWISE NOTED, 9
6' TYPICAL OqR MESH ~ SIMILAR, ANCHOR -TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR STAPLED OR tRENCHEO EMULSIFIED ASPHALT AT 300 GALLONS ACRE IN THE EVENT THE MINIMUM OF 1'-D" CANNOT BE INrO sanoH OR CBE / TH NTRA T R I-IA C NTA T TH NGINEER. 0" CANNOT BE ACHIEVED ABOVE OR BELOW THE STORM DRAINAGE
~ WATER METER W/ J LID MARKED °SEWER" E CO C O S LL 0 C E E THE ENGINEER. f
®an~„~ T MP RARY IV R D E S N ~ MANHOLE RING AND COVER 'p PLUG DEWEY BROS. NH-RCR-2001 S I V TAI I SEEDING AND MULCHING SHALL 8E APPLIED WITHIN L ORDER TO PREVENT SOIL EROSION, APPLIED WITHIN THIRTY (30) DAYS TO ALL AREAS NOT STABILIZED IN
GRADE ~ OR APPROVED EQUAL ~ PERFORATED COVER UNLESS
p OTHERWISE NOTED I ,
N SCHEDULE AO - - ,ti,,/n PVC SERVICE PIPE ADAPTER \ + ' (I ~ PQR~IJS BAFFLES IN SEDIMENT BASIN
GRADING RING - .6 d ~ BEND SLOPE 1,00% PQ 31-25-35
~ PLUG ~ Q 18' STANDARD ECCENTRIC ~ 9 .10N SEC,"I"JENCE
COMBINATION "Y" MI"I~ I CDNCRETE CONE SECTI ~`i~'' AND 1/8 BEND IpO, -:rr I~
SANITARY SEWER ~ d ~ / LINE ""n" mnir rncvrr _ _ _ _ _ ~ nRTOINI r.ROnlnir PFRfti~i7 IT
m 12 MIN OF NCDOT ;5 CLASS B EROSION e' c 50'-0° OR #57 WASHED STONE to
SEE SPECS. SEWER STEPS SANITARY DETAIL I CONTROL STONE 5' BAFFLES TYP MIN Z~: ( ~ 2. CALL 791-4200 FOR ONSITE INSPECTION rE INSPECTON BY ENVIRONMENTAL INSPECTOR
STANDARD 4'- 0" I.D. BEFORE PROJECT BEGINS.
O REINFORCED CONCRETE PRECAST M H C P \ PERASTM C-47B SE ( 6" IN. p ti° a 71 3600 CU FT/ ACRE X { y 3. INSTALL GRAVEL CONSTRUCTION PA[ w y FENCING SEDIMENT BASINS OR OTHI TRUCTION PAD, TEMPORARY DIVERSIONS, SILT
P-3N APPROVED PLAN, CLEAR ONLY AS SINS OR OTHER MEASURES AS SHOWN ON THE AR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
COARSE 2 ~_r d AGGREGATE
CD I CROSS SECTIOhl 0 FILTER FABRIC 4. TEMPORARY BASINS, DIVERSIONS, AP IVERSIONS, AND ALL MEASURES SHALL BE SEEDED. MULCHED,
°1REINFORCEMENT PER GEOIEXTILE FABRIC TO STABILIZE FOUNDATION I MIN. ASTM C-47B AND MIN. ssTM A-185 w (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) AND ANCHORED UPON INSTALLATI0Iy rye, t P x OVERFILL 6" FOR 1J w l ( ~ v hr INSTALLATION.
> A , -UNDISTURBED SOIL. FA DESIGN SETTLED TOP SETTLEMENT PRIMARY OUTLET eoP'FORBnv k' r f 5. BEGIN CLEARING AND GRUBBING. M ~-~~,_,s. ? Y n„ ROUGH GRADE SITE. RUBBING. MAINTAIN DEVICES AS NEEDED.
Q (TYPICAL) 16" O.C, 4 _I GRADE FLEXIBLE SLEEVE >29, ' J' V f g •u u _ - = 4 ~ lo, _i -
U - SEE SPECS. DIVERSION RIDGE f ti f x 6. INSTALL STORM SEWER (IF SHOWN MIN ~y,l DGE FENCING, SEDIMENT TRAPS OR OTHE {IF SHOWN AND PROTECT INLETS WITH SILT APS OR OTHER APPROVED MEASURES AS SHOWN {
O18" MIN. 10"U & LESS Tn _ _ ON THE PLAN. _ EMERGENCY BY-PASS 6" BELOW SETTLED TOP OF DAM 1 t'
24" MIN. - 12"0 & GREATER 'MIN, ~ " CONCRETE GROUT PUB ~1 IIh PUBLIC ROAD (I _ = y y . ,7 = 3~ NATURAL GROUND 7. STABILIZE SITE AS AREAS ARE BR01 G FILTER FABRIC r VEGETATION PAVING DITCH LININGS :AS ARE BROUGHT UP TO FINISH GRADE
/ a5 GEOTEXIILE FABRIC - - G ~ _ ,•.lli.-1II_Iils 11.-11 _i _ m X01 ~ \ _ Jlf_I1~=I < - - MIN / 1;1 SIDE 2.1 SIDE BE PROVIDED ON SLOPES WITHIN 21 )ITCH LININGS, ETC. GROUND COVER MUST ES WITHIN 21 CALENDAR DAYS, ALL OTHER
z p;;L - z ~ I_IIIIfi-_ _ ~r I a II LLJ AX - - - u SECTKM SLOPE MAX SLOPE M - STONE AREAS MUST HAVE GROUND PROVID I- GR"D I I LE*%VL AT END Of SWALE K-31 FESCUE SOO OR 90 CALENDAR DAYS FOLLOWING DUND PROVIDED WITHIN 15 WORKING DAYS 5 FOLLOWING COMPLETION OF CONSTRUCTION
J' CL .a- ~r ~ 70 R RT (TYPICAL KBOTTIi1DOS OF SW ALE) R OR DEVELOPMENT WHICHEVER PERIO TEMPORARY SEDIMENT TRAP iN ) q GRASS LINED sWAS (PLACE PARALLEL TO CONTOURS) E DEVICE 31-25-16 8. WHEN CONSTRUCTION IS COMPLETE ;NEVER PERIOD IS SHORTER.
12"MIN ENDS AM; U E (F APPLICABLE AT ALL POINTS OF INGRESS EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE S COMPLETE AND ALL AREAS ARE STABILIZED
D AND TIMELY MAINTENANCE MUST BE PROVIDED. SECTS _9D ~G I- - NOTES: COMPLETELY, CALL FOR INSPECTION INSPECTION BY ENVIRONMENTAL INSPECTOR.
0 A. 2"-3° OF BASE COURSE AGGREGATE SHALL BE USED, PAD TO BE 1001 x 25'W x 6"D U PIPE eD BEND 45' BEND 22 BEND 1 BEND TEE PLUG B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS IS TO BE PROVIDED, s° w R~OWMEYE LEVEL EADER 9, IF SITE IS APPROVED, REMOVE TEMF REMOVE TEMPORARY DIVERSIONS, SILT
0 SIZE A 8 A B A B A B A B A B ~ O C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS, 4" B" 12" B" 8" 6" 6" 6" 6„ 8" B" 6" iD' 2'- o" 2'- 0" FRlmARY00L E( FENCING, SEDIMENT BASINS, ETC., A ON TRUCKS, A K-39 FESCUE 505 (f0 WOE) RESULTING BARE AREAS. ALL REM SINS, ETC., AND SEED OUT OR PAVE ANY S. ALL REMAINING PERMANENT EROSION
COMPACTED STONE BASE D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO 6" 10" 12" B" 10" 6" s" 6" 8" 10" 10" 10" 12" 1- 4'_ 0" STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND, ,EPIC ONTO T~ . { CONTROL DEVICES (SUCH AS VELOCI 1 CLASS °A" $ Fn BAY t S-uRm 300 PS! CONCRETE INSTALLED NOW, 'H AS VELOCITY DISSIPATORS) SHOULD BE
0 B" 15" 13" 10" 10" B" 8" 8" 8" 10" 12" 12" 24" E, ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY, 1` 1 \ " SHAW NET LINER ,q57 STONE toTExn~E' 11~ 10. WHEN VEGETATION HAS BECOME ES] s''I
L 1D" 16° 14" 10" 12" 6" 1o" 6" 10" 1" 14" 14" 25 O 2" 19" 16" 12" 14" 8" 1P' 12" it" 14" 16" 16" 12" SANI TA R Y SEWER I MI A I NH 0 L E t1 1~ y4 4 yA INSPECTION BY ENVIROMENTAL INSPE BECOME ESTABLISHED, CALL FOR FINAL SITE MENTAL INSPECTOR.
16" 26" 20" 15" 18" 11" 13" 11" 13" 16" 20" 20" 36" _ CONSTRUCTION EN TRANCE 20" 5D" 24 37° 22" 21" 16" 12 15 36" 24" 24" 56` II 31-2-01 11. ONCE PERMANENT STABILIZATION IS BILIZATION IS ACHIEVED ON UPSTREAM DRAINAGE AREAS
24" 60" 28" 3B" 26" 25" 20" 14" 77" 36" 213" 28" 70" 0 STORMWATER WETLAND MAY BE INS- MAY BE INSTALLED. - SEE SPECIAL SEQUENCE.
U 12, ONCE STORMWATER WETLAND IS STF TLAND IS STABILIZED, ALL TEMPORARY MEASURES MAY
THRUST BLOCK DETAIL LEVEL SPREADER TYPE -1 BE REMOVED AND AREAS SEEEDED AS SEEEDED AND STABILIZED.
31-25-36
J DATE BY DATE. ~4,,XCH 2008 P !7' ~
Ni Cc N ffl= a ill E N U-~ \ PROJECT No. PENNW
PL= N V~qy A , J D -ter ~ ~ !.n . 11 -v ~ ,.,rte DIFI I 9 - F. B.
An r . _C D V ° o .u - CADFILE. 07032-eM-DWG ASCII FILE;
I I CHANGED DATE. MAR 31, 2008 SPH
FRT-1 I I~ UU , r CT r L:_
i I 1 131., E r"~ `I
I

SAYING
EXISTING AS NOTED ON PLANS
BRASS MARKER PLATE MARKED PLATE WITH ANCHOR UNDISTURBED EARTH CONDITIONS DESCRIPTION PROJECT uSE R I OAD ' - ROAD SHOULDER
3 4" CHAMFER AT ~ )VI EA. CORNER ~ r ~
M m • ~ I / ~
CAST THE LETTERS MV IN Q , ONE FACE OF THE C N R T ~ : 4 3 BARS . N R 0 C E E # DD c ETE BLOCKING f\\ \f ~ \f ~ BACKFILL AS \ \f INDICATED ,
MARKER AND ORIENT TOWARD as ~ ~ , ~ Q.. \ FLAT BOTTOM UNDISTURBED NOT USED. ~ R ~ \ °
THE ROADWAY 0 ~ ~ e 4 ff EARTH TRENCH, LOOSE BACKFILL \ \
fff
\ \ 45° BEND ff fj fj f fj f fj /f if NEW WATER LINE SERVICE LINE TO
C ~ CORPORATION METER CONNECTION TYPE ~ SERVICE SADDLE -DRESSER COCK
VALVE NO. 120 STYLE 99 FOR OIP STYLE 194 FOR PVC OR APPROVED EQUAL
-I ' 4" SQ. PRECAST CONC.
h Y \ POST (4000 P.S.L) 25 FT, N R I . CO C EfE 610CKNG TRENCH WIDTH CONCRETE BLOCKING \ 16 N
PLATE WITH VALVE NUMBER, f/ PIPE Q.D. + 18 FOR PIPES UNDER 33 O.D, \ \ NOT USED. PIP F P FLAT BOTTOMED UNDISTURBED EARTH NOTE. E O,D, + 24 OR IPES OVER 33 O.D, ,
IR T A D EC ION LARROW-POINTED TO MARKEd VALVE & DISTANCE ~ _ \f TRENCH, BACKFILL LIGHTLY M \ / 1. SERVICE CONNECTION IN PROPOSAL TO INCLUDE SERVICE SADDLE,
~ ~ TO THE NEAREST FOOT, ~ ~ \ \f CONSOLIDATED TO CENTERLINE 45 BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN \ \ MAKING A COMPLETE SERVI t! t~
0 w OF PIPE, CE CONNECTION. \ \f
~ ~ ~ ` \f 2, SE I P P . ,1 f\fj\/\ff\fj\fj\/f \/f\/f~' RV CE I ING TO BE 3/4 COPPER OR POLYETHELENE {SEE SPECS) \ k:
0 ' Z TYPE 3, ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE 2
~ VALVE MARKER DETAIL 1
NO SCALE - ~ TYPICAL CATER SERVI CE CON ECTION
f , \ \ USING TAPPING SADDLE 10 \ f
PIPE BEDDED 1N 4" MINIMUM ALL DUCTILE No scALE
CONCRETE THRUST DL I 5 OCK NC ND SCALE _ JG ~ \ \f IRON WATER \ ~ JOB EXCAVATED MATERIAL. \f LINES.
(1NCWDE BLOCKING IN PIPE PRICE _ \ BACKFILL LIGHTLY CONSOLIDATED \j r ~ f~ TO TOP OF PIPE. V Af I 11
a~» ~ f / TO ~ STREET ~ ~
PRECAST CONCRETE PROTECTION RING CONCRETE THRUST BLOCKING SCHEDULE \ \ \ \ \ \ ~ PROPERTY LINE \ \ f\\f\\f\\f\\ \f\\f\\f AND R/W DULE
TYPE 3 METER Box, CAST IRON VALVE BOX
FITTING MIN. BEOCKING AREA SQ. FT. MIN, CONCRETE R r , A c JCRETE REQ D. CU, YD.
SIZE a 22 1 2 ~ TEE 90° 45 ~ TEE 90° 11 1 4 P 2 ~ ~ COMPACTED BACKFILL = a - ~ o o I_ - - 45 - - =1Tr' ~ ~ ~ 4 ~ a 17 MIMIMUM = 1-I I I e - .I I
~ 4'~ & UNDER 1 2 1 1 0.1 0,1 ALL PVC WAT R w o I III-II E ~ 0.1 o.i a1 ~ PIPE BEDDED IN SAND, GRANULAR LINE AND PVC ~
/f MATERIAL OR GRADED GRAVEL TO FORCE MAIN. - -
6" 2 3 2 1 0,1 D.1 Z J ~ D.1 0.1 0.1 ~ ~ .ff THE DEPTH OF 1 /8 PIPE DIAMETER, ~ I
~ a W 8" 4 5 3 2 0.1 0.2 I p ~ i~ N ~ U1 V\ 4" MIN. JOB EXCAVATED MATERIAL ~ oa o,i o.1 ff ~ = METER SEITER WITH COMPACTED TO 4 ABOVE TOP OF PIPE. ~
~ 1 D° 6 8 4 2 0.2 0,3 + . , + + + . + + + . + , + f DOUBLE CHECK VALVE 0.3 0.1 Q,1 _I ° + \ (APPROX. 95% STANDARD PROCTOR, SERVICE LINE a I WATER METER BACKFLOW PREVENTER I I ff ~ {
N Q 12° B 11 6 3 0.3 0,5 I I f\\f\ \f\\/\\/\\f\ \f\\f\\ AASHTO T-99) FROM STREET READING.IN '~I 0.5 o.z o.1 \ \f\/ f\f\f U,S" GALLONS
14" 11 15 8 4 0,5 0.8 os o.3 o.i TYPE 4
16" 14 19 11 6 0.7 1.1 1.1 0,5 0.2 ~ Q o~, © O
`i1 18" 17 24 13 7 0,9 1.5 p ® 6" STONE ° ~ ~ o ~ 1.5 o.s D.3 \ ALL PUC GRAVITY
i,j VALVE OPERATOR NUT + ~ + ~ ~ , + + + \f PIPE BEDDED TO IT5 CENTERLINE SEWER LINE. VALVE OPERATOR NUT 2.1 0.8 0.4 \ + + + + + + + + + ~\f N
VALVE BOX 2°" 21 30 16 9 1.2 21 24" 31 43 23 12 22 3.5 \ + + + + + + / COMPACTED GRANULAR MATERIAL SERVICE UNE TO HOUSE 3.5 1.4 o.s \ + + + BY OWNER 3/4 BRASS SO VALVE
30" 40 67 36 19 4.2 6.8 + + + + + /f 4 MIN, UNDER PIPE. COMPACTED { s.a z ~ 1 1 + + + + ~ ff GRANULAR OR SAND MATERIAL TO
36° 68 96 52 27 7.4 11.7 f 4 ABOVE TOP OF PIPE. 11.7 4.7 1,a \ + + + + + + + + + (APPROX. 95% STANDARD PROCTOR,
ALL BRAS FITTIN f\ f\f ~ T _ S GS SHALL BE COMPRESSION TYPE. \\\\\\\\\\\\A SH 0 T 997
T I I G A L V A LV G B DETAIL ~ INCREASE BLOCKING AREA AND QUANTITY FQR PRESSURE PIPE ABOVE 200 P.S.I, OR POOR SOIL C01 Irt ~oort soil coNOITIONS. f fj / fj fj\ f /f\fj fj REQUIRED FOR MAXIMUM TYPE 5
NO SCALE KEEP CONCRETE AWAY FROM JOINTS. PLACE CONCRETE FAIRLY DRY AND FORM IF REQUIRED FOR Nth m AREA AGAINST UNDISTURBED 501L.
ALL FITTINGS AND ACCESSORIES SHALL BE WRAPPED WITH 10 MIL. POLYETHYLENE PRIOR TO POURIN TYPICAL TR 11 TYPICAL LAY POX INSTALLATION G CO DITTOS 7 PRIOR TO POURING,
' USE 3,000 P,S.I. CONCRETE. NO SCALE I~10 SCALE
STEAMER AS SHOWN PRECAST CONCRETE CONNECTION
Valve Box Covers 1 ~ _ p'• EDGE ON PLANS PROTECTER RING 1
OE ~P' ROAD ~ A ~ 1
E i,, a - - a - - ~I~i ,0'- o d, Concrete ~ , EXISTING STORM SEWER 45' PVC II ~ f- 45' PVC INLINE WYE
II r ° 2 1 ~2 HOSE " i Coo •a ° B N CONNECTION
© / o eos® 3`-G"
Threaded ~ ~ ( U o of e Boxes Coupling A ~ - I . ) 12" MIN, MEDAL SPIDER TWO PER JOINT
2 Ni le /.I o pp R Plug iA~.;/~\ ;C' ~ . Ck cv 6 Lon f / )C) 9 I ' 6° 6° ENCL©5E ENDS WITH ~ STONE - a" BRICK MASONRY ~ PIPE GRDWN
6 G.V. & ~ I , BAC K FI LL-'`~ C\ . C. L BOX „S,, ` z" BEVEL CENTER UNE CARRIER PIPE d
o Plug Topped 2 If Req'd 6 D. I. WATER I STONE Thrust Collar if Re °d LINE C7 STEEL STRAPPING O
~ q ,c~ (7 C.F. MIN,) o ~ ` - - ~ O - - t
Tam ed Backfill ~ ~ - 0 (I,, i : WATER o ~ ~o aC~ MAIN ~
_I - , Q o-Pn PPpp DPaP bP DD PD DP _ PD DPODD 6PpD
o :14' TEE ~M ~ ~ Watar Main 131°~ 'a' 1~, u1 ~ ' yP PP pD P ~ ~ SLOPE TO DRAIN ~ '~DaPDnpeo- P °PD i.: PD e D D GRAVEL PVC PIPE
`1 ' ~ - - - - p a Concrete Blocker STEEL CA51NG PIPE 2' WEEP HOLE
WEEP HOLE TO LENGTH OF ENCASEMENT 4JP WYE FOR PVC PI TO BE STORM SEWER ELEVATION =0R PVC PIPE
~ REMAIN OPEN a Push-On by Threoded Adoptor „ 33-30-01 PIPE PLUS 0°0, PLUS -30-01
Q 2 SCH, 40 0.1, Pipe 2"-4a OR AS SHOWN ON PLANS,
~ 12" Long f INSTALLATION ELEVATION ~ 2" Threoded Cote Valve
J SPIDER, BOLTS TO PIPE i~.'~ ~ ~ BY SPIDER MFG.
[t) ~o T~ ICL LO F T N W ~ OR APPROVED EQUAL
O A E D OF AT AIN 3 ~ NOTES: TYPICAL STOR SERE CROSSING DETAIL
~ 1. HYDRANTS, VALVES AND THEIR ACCESSORIES ARE TO BE WATEROUS BRAND TREND 4 3/4' MODEL A5 SPECIFIED ~ IN SECTION IN THE CONTRACT DOCUMENTS. NO SCALE
-ul 2' JO NTSAIBEfWEEN MAINLIANEEAND HYDRANTE REQUIRED ON ALL HEAVY DUTY STEEL SKIDS (4)
~ NOTES; 3. HYDRANT SHALL BE SET PLUMB & NEAT AND SHALL
~ 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND BE REPAINTED IN THE FIELD W/MFR. STD. PAINTS AFTER INSTALLATION, ~ REMOVED BEFORE TRENCH 15 CUT. 1 -I 4, FURNISH 1 HYDRANT WRENCH W/ EACH HYDRANT. [ THICKNESS OF PAWL To 8E DETERMINED IN THE FIELD
~ 2. STONE AND PAVEMENT TO BE PLACED WITH LEAST SEE PLANS FoR Hvo. ~ INTERFERENCE TO TRAFFIC. LOCATIONS GENERALLY CARRIER PIPE / SPIDER SIZE DETERMINED BY ~t
~ 3. STABILIZED AGGREGATE TO BE SECURED FROM AN LOCATE ~ HIGH POINTS ~ nvpenvFn rn InePV IN THE LINE. 12 12" 51ZE OF STEEL CASING AND ® 2-1/2' BEHIND
m ~ z SAW CUT EXIST, PAVEMENT 4. ALL PAVEMENT REPAIRS 70 BE IN ACCORDANCE SAW CUT EXIST, PAVEMENT / CURB
WITH N.C.D.O.T. SPECIFICATIONS. p,~ CARRIER PIPE, EXIST, CONC. EXIST. CONC. PAV'T, C E ~TI Q I Y 99 99 PAV'T, J GRADE- CONCRETE BOX
R W VALVE O a z " 12 12„ w
O N ~ II - j 4" 0 0 ho 0 L 6" ASPHALT BASE COURSE E 9 a a 6" STONE COMPACTED TO 100% DRY DENSITY , LLJ
N EXIST EXIST. PAV'T, - PAV'T. BURY LINE n-- RAILROAD d y,.: : PAVEMENT (ONE OR TWO 7C.I. NO-HUB BAND
, c: If, D_ STONE MEETING N,C,D,O.T, SPECIFICATIONS LANES) o a o 0 0 o a o o°b° o 0 3'-0° MIN, COVER OR AS SHOWN WITH A BLIND CAP z ~
FOR A.B.C. STONE, TYPE B OR C, TO BE MIN, NORMALLY 3-1/2' OR 4-1/2' 3 p. p p a COMPACTED TO 100 % MAXIMUM DRY DENSITY s" PE/MJ as' BEND ;a°o°°°QO0°°oQaaooooo0~ - - oaa°®°ooc°co°$ooa°oa ''r : SCHEDULE 40 o ° a ° 0 0 0 0 0 0°~ I ON THE PLANS. ~ ' <;"+; ,r• ; ± PVC SERVICE PIPE ADAPTER- -1/8 BEND
L'i R. . > REPLACE p THICKER U REPLACE PAV'T. 3" THICKER THAN CUT 5'-6" MIN. COVER 1~@ BEND SLOPE 1.00%
i Is lp PAV T. PAV,T, OR AS SHOWN ON THE PLANS A E .IPLUG 18,
Q L, ( NO. 67 CLEAN STONE RESTRAINED JOINT 311 ONE COMP ACTED BACKFILL TRANSITION FITTING ASi i
RETAINER GLANDS REQUIRED (f INLINE SDR-35 WYE W>l SCH. - 45' WYE W/ 18" PIPE MIN OR SWEEPING WYE
n ~1 fill 40 ADAPTER OR SCH, 40 WYE 1r - ST'L. CASING PIPE SANITARY SEWER
O NEW COMPACTED BACKFILL PIPE II JL - - _ - - _ - - - PIPE O.D. PLUS 18" FOR PIPES UNDER 33' O.D. MAIN
A MINIMUM OF 6" OF CONCRETE WILL BE PLACED UNDER THE BASE. 6" MJ WELDED PIPE O.D. PLUS 24" FOR PIPES OVER 33" O.D. DUCTILE IRON
z BOLTS, NUTS 5~ BOSS ROTATED UP 45' W DRAIN PORTS TO BE 0 BRICK CLOSURE PIPE CARRIER SANITARY SEWE TARP SEWER DETAIL
0- FREE OF CONCRETE INSTALLATION DETAIL / PIPE O.D. PLUS 18" FOR PIPES UNDER 33" O,D. PROFILE 33-30-( 33-30-06
PIPE D.D. PLUS 24" FOR PIPES OVER 33" O.D. 36" WL 0 0 TYPICAL TRENCH SECTION IN CONC® DRIVEWAYS 9
0 B
0 U No SCALE BORING JACKING DETAIL 12
4 HYDRANT VALVE INSTALLATION TECH IN BITUMINOUS SURFACE AREAS NO SCALE t:
NO SCALE NO SCALE DET-009
0 D
Ln
O (I
OJ 0
U V)
N a
J a tr
- u~,'a~ DATE r% DA~~ MARCH (0:7) 1 " , , ~qv DE -8, r i H 2M
PEN III r PROJECT No: PENNW F. B. #
T 11 zek-*LE CALE CADFI LE: 07032-BM-DWG
ASCII FILE: CHANGED DATE: MAR 31, 2008 SPH
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V I, ~ T ~ ~L~_ ~ - Lei I I dm V NO. ac

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DIVERSION DIT H ' C
SILT F NC E E
1'
ROCK CHECK DAM 1
IN T PR LE OTTOR \;1
P DISSI ATER RAD
SEDIMENT ASI , i 0. - , Y - _ _ ~ ~ _ U
-:.,F CONSTRUCTION TA CE .
I i I. - `
EXISTING MANHOLE
EXISTING GLEAN-OUT O
EXISTING DROP INLET
EXISTING GATGH DASIN f
EXISTING FLARE-END-SEGTION s'
PROPOSED MANHOLE
PR P N- nC0 O OSED GLEA OUT
p 1> ~ PROPOSED DROP INLET = DI ~ n
C . n PROPOSED GATGH EASIN = >IGD> o ~
n ~ pt 11 ti. r t 1
PROPOSED FLARE-ENDmSEGTION ® FES ~ O ~ ~ . , ~ 1 1
- ~ ,'y` EXISTING STORM SEWER LINE ~ ~1 ~ ~ J I 1 1
1, PROPOSEQ STORM SE R LINE sT 1 . ~ 1 I ~ 1 ~
NOTE; NUER IN LINE DEN T PIPE SIZE IN INGHES OS C ~ ~ ~ I 11 v
SL =STEEL PIPE 1~ ~ ~ ~ . , ,,r 1 I 1
EXISTING SWALE ~ ~
PROPOSED SWALE > > > > > ~r ~ 1 ;Z, I , ~ ~
- ~ F 7 GONSTRUCTION LIMITS [~l i I ~U_ ? f J [ J L ] ~ 1 ~ 11 r1 ~ ~ I n~ / 1 m
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1 ~ n n r1 rT, ~ 1 I ~ ~ 1 1 0
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e a S ~ Iii ~ ~ ~ ~ ~ ~ 1
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e tl • e e o e ° e 1 a e e ~ 1 • e o > . a e e , -_i ~ ~ e
f-'-' ~ • • e s • a • • a e e 0 • a a e a e e @ a _ e ° e s 0 • • e • ° e tl , e 0 • e • • • 0 0 • • e e a • 6 s e s a e e o s e • 0 • ° a • e a e e o a e 0 0 6 • • • e ~
a B • a • Y s a • • 0 a a e a 5 , • , 0 e a B s e o (I~ I 0 0 e • I tl • 0 0 • s B a e e a tl a e • • ° • 0 a • 0 0 0 e 0 a • • 0 e e e B e L l e 0 • B a • • a • e 0 s s e e B a a s a a • • • e a B C ~ C ilk ~ ? ! ~ :1 1
e e e • ° e e e e e a • • • v • e Ir e a a 0 • + 0 • e a • • s e • a • • e • a a • • e e e tl e s b 0 ? • e a e 0 • e a a a ° 4 B a • e a ° e ° ~S , °
1 • s a e • • s e e • s B e e e I. Ir.-~ • a 0 • e 0 ° tl • 0 e • • 0 tl ° I • • tl o 0 e 0 0 s a e e B a • • • 0 • 0 • • e 0 ° e s • 0 0 e e ° e 1 L:, ~ ~ ~ ~ ~ 1
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