20090842 Ver 2_401 Application_20110211

ALPHA & OMEGA G ROU P
C I V I I h \ i R V f i 11 11 A I ( N k. I N 1 1 R %
LETTER OF TRANSMITTAL °q - O 8 y a. V aL
TO: NC DWQ, 401/ Wetlands Unit
1650 Mail Service Center
Raleigh, NC, 27699-1650
FROM: T. Glenn Zeblo, P.E
DATE: February 22, 2011
Telephone: [phone]
Facsimile:
PAI
RE: First Assembly of God of Raleigh (City of Raleigh # SP-103-08)
PCN - Utility Crossing
FFR `, ; H11
9ENR -_ WATER QUAL
WE ARE SENDING YOU:
COPIES: DATE: NO. DRSC,RIPTION-
5 2-22-11 1 PCN Application Form and supporting letter
5 44 2 Bulletin drawings of relevant plans, incl. maps
5 44 3 Full size utility plan sheet
5 46 4 Field Determination Letter from Mr. Martin Richmond
1 64 5 Compact Disc with electronic TIFF files of plan sheets
1 64 6 Payment fee ($240)
5 46 7 Copy of Previous Authorization Letter dated 3/30/2010

THESE ARE TRANSMITTED: For review and approval.
COMMENTS:
Cc: File
Mr. Richard Wolf - First Assembly of God of Raleigh
Mr. R. Wayne Roberts, AIA - Fanning Howey Associates, Inc.
p:\2008_000\2008021 - first assembly church\corresp\transmittal\ttc dwq pcn sumittal 2-18-1 l.doc
4601 Lake Boone Trail Suite 3C Raleigh, Norlh Carolina 27007 Phone 919 981 ONO Pax 919 981 0451 u,wu,.aggroup.rom
ALPHA & OMEGA GROUP
• (_ I V I I. h S i' R U C I U R A I I N G I N 1. f. R 5
February 17, 2011
Division of Water Quality, 401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Neuse River Riparian Buffer Impact and Stream Impact
Subject Property:
DWQ Staff Person(s):
First Assembly of God
3249 Blue Ridge Road, Raleigh
Wake County, NC
?c?QOeQ
FF_R 2
20 The attached PCN Application is being submitted for the improvement on the existing property of
• First Assembly of God at 3249 Blue Ridge Road, Raleigh, Wake County, North Carolina. We are
seeking approval for an allowable Neuse River Riparian Buffer impact and Stream Impact
according to the Table of Uses contained in 15A NCAC 02B .0100, .0200 & .0300 "Red-
book".
City of Raleigh has required the Owner to extend a 45-ft. Public Roadway Right-Of-Way for the
future extension of Edgemont Road across the rear portion of the Owner's property. In providing
the required roadway R/W, the existing 4-inch sanitary sewer service is required to be removed
and/or abandoned in place and replaced with an 8-inch Public Sanitary Sewer in approximately the
same location. The attached PCN Application is for the extension of a Public Utility through the
Neuse River Riparian Buffer and under Tributary "D" to Crabtree Creek. Please refer to the
maps contained herein for reference.
The accompanying plans and application form(s) illustrates the proposed improvements:
Contents:
1. Field Determination Letter from Mr. Martin Richmond, dated 1/22/09.
2. PCN Application Form
3. Vicinity Map
4. Existing Conditions Map at Impact Location
5. Improvement Layout & Utility Plan and Profile at Impact Location
6. Existing Aerial View with Feature indicated
•
1):V008_000\2008 021 - first assembly church\corresp\1etter\dwq pen sewer cover letter.doc
_. P3<'?rtt rri; i; fi;r 1'tttl; ll =?1...
4601 Lake Boone Trail Suite 3C Raleigh, North Carolina 27607 Phone [phone] Fax [phone] wtvtv.aogroup.cotn
I f .
NCDENR DWQ
February 17, 2011
Page 2 of 2
If you require additional information or have any questions, please do not hesitate to contact me
at 919-981-0310 ext.204 or tgzeblo(n??group.com .
Thank you for your prompt attention to this matter.
•
Sincerely,
r
&OA14-
T. Glenn Zeblo, P.E.
Alpha & Omega Group, PC
/File
Richard Wolf- Assembly of God
R. Wayne Roberts, AIA - Fanning Howey Associates, Inc.
C?
I I

W ATF
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rt!t_ Y
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 22, 2009
•
•
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
John Picha, PE
??
Alpha & Omega Group J (?,?! , ar. Z0 0
4911 Green Rd Suite 107
Raleigh, NC 27616 ,?•? Zvr??, 02/
NBRRO#08-239
Wake County
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Project Name: First Assembly of God Church
Location/Directions: Subject property is a church located at 3249 Blue Ridge Rd in Raleigh. USGS Raleigh West,
NRCS Wake County Sheet 48;
Subject Stream: UT to Crabtree Creek
Date of Determination: December 2, 2008
Feature(s) Not
Subject Subject Start @ Stop@ Stream
Form Pts. Soil Survey USGS
Topo
A X Throu bout X X
e
N
o Carolina
Na 6ra!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
First Assembly Church of God
Wake County
January 22, 2009
Page 2 of 2
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
XMa Ric and
Environmental Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
V
N'o ?e Carolina
AWAMra!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
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Page 1 of 1
a y s.
F kE
AKE
WAK1: COUNTY AND THE CITY OF RALEIGH COUNTY
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http://imaps. co.wake.nc.us/imaps/printmap.asp?pin=0785859551 &pinext=&minX=208 834... 1/13/2009
Copyright 2008. City of Raleigh, Wake County.
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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 ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? 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
1 e. 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
1f. 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: First Assembly of God
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: First Assembly of God of Raleigh
3b. Deed Book and Page No. DB: 02461 DP: 0590
3c. Responsible Party (for LLC if
applicable): First Assembly of God (Attn: Richard Wolf)
3d. Street address: 3249 Blue Ridge Road
3e. City, state, zip: Raleigh, NC 27612
3f. Telephone no. [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
L_J

•
C.

I?
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: T. Glenn Zeblo, P.E.
5b. Business name
(if applicable): Alpha & Omega Group
5c. Street address: 4911 Green Road
5d. City, state, zip: Raleigh, NC 27616
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
•
n
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version

L_.
•
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0785-85-9551
Latitude: 35.492863 Longitude: -
1 b. Site coordinates (in decimal degrees): 78.415573
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 13.88 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Crabtree Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: Crabtree Creek/ c and b nsw
2c. River basin: Neuse River Basin
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:
The site has two church buildings and two parking lots. The land use is category 1.03.03. The site is 37% covered with
impervious surfaces. The surrounding properties include Medium Density Residential (1.01.01.03) Medium Density
Multi-family (1.01.03.02) and Commercial office (1.02.02.0).
3b. List the total estimated acreage of all existing wetlands on the property:
unknown
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
256 If
3d. Explain the purpose of the proposed project:
Construct a public sanitary sewer extension in accordance with City of Raleigh policy for public rights of way.
3e. Describe the overall project in detail, including the type of equipment to be used:
The owner is required by City of Raleigh to extend a public sanitary sewer line across required RNV dedication for
Edgemont Road. Standard utility trenching equipment is anticpated along with trench boxes.
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: Field Determination by DWQ Staff (attached)
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): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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.
A previous buffer impact authorization was approved by DWQ (DWQ Project 2009-0842) dated March 30, 2010. A copy
of the previous authorization is included with this PCN.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ® Yes ® No
6b. If yes, explain.
E

Page 4 of 11
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 ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P n T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
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 Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)

S1 ? P ®T SANITARY
SEWER TRIB "D" TO
CRABTREE
® PER
? Corps
5
10
CROSSING CREEK ? INT ® DWQ
(UNDER)
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
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.
Open water
impact number -
Permanent (P) or
Temporary T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K 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:
•
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
L_

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?___
Replace
sanitary
service
B1 ®P ? T with
public Trib. D to Crabtree Creek ? Yes
® No 689 242
sanitary
line thru
NRBB
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 0 0
6i. Comments: This impact is required per City of Raleigh policy to provide public sanitary sewer system within public roadway
R/W.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The existing sanitary sewer service must be converted to public sanitary sewer extension. The sewer must be replaced in-
place to access manhole located across stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor shall use shoring or similar devices to minimize trenching and buffer impact.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
? Payment to in-lieu fee program
? Permittee Responsible Mitigation
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version

4
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: 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.
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 8 of 11
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? N/A %
2b. Does this project require a Stormwater Management Plan? ? Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This PCN is for a sanitary sewer crossing
only.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
® 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? City of Raleigh
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? 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

4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
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 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4
4 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
letter.) ? Yes ? No
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)

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.
Public Sanitary Sewer service is available to the property and will be utilized.
•
Page 10 of 11
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. ? A
h
ill
ev
s
e
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Contacted USFWS office and web site.
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?
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?
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:
8c. What source(s) did you use to make the floodplain determination? Per Fema map # 37200785500J Dated 5/02/06.
T. Glenn Zeblo ?
T? 71-x 2 L3 Za l/
Applicant/Agent's Printed Name ppli ant/Agent's Si ature to
(Agent's signature is only if an authori ati letter from the applicant
is rovided.
•
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
NCDEENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
erly Eaves Perdue Coleen H. Sullins Dee Freeman
110 Director Secretary
March 30, 2010
First Assembly of God of Raleigh
Attn: Mr. David Allsbrook
3249 Blue Ridge Road
Raleigh, NC 27612
Subject Property: First Assembly of God, Raleigh
UT to Crabtree Creek [030402, 27-33-(10), C, NSW],
DWQ Project # 2009-0842
County: Wake
AUTHORIZATION of Neuse River Buffer Rule (15A NCAC 02B.0233) Authorization Certificate
Dear Mr. Allsbrook:
You have our authorization, in accordance with 15A NCAC 02B .0233 and any conditions listed below,
to impact approximately 674 ft2 of Zone 1 and 616 ft2 of Zone 2 of the protected riparian buffers for the
purpose of constructing the stormwater bypass through the buffer at the subject property as described
within your application dated August 3, 2009, received by the Division of Water Quality (DWQ) on
August 4, 2009, with additional information received by DWQ on February 5, 2010. In addition, you
should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge
regulations.
This authorization certification is for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this authorization letter and is thereby
responsible for complying with all conditions. This authorization requires you to follow the conditions
listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Zone 1 Buffers 674 (square ft. Application
Zone 2 Buffers 616 (square ft.) Application
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
?versight/Express Review Permitting Unit

1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: http:llh2o.enr.state.nc.uslncwetlands/
North Carolina
Natamliff
An Equal Opportunity 1 Affirmative Action Employer

First Assembly of God, Raleigh
Page 2 of 4
March 30, 2010
• a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval by the Division. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and down stream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the date
that the Division of Land Resources or locally delegated program has released the project.
5. Diffuse Flow
All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected
stream buffers and will not re-concentrate before discharging into the stream as identified within
15A NCAC 2B.0233(5)
In an effort to comply with the diffuse flow piovision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated (revision date) February
3, 2010. The DWQ believes that if implemented, as per these plans, diffuse flow will be
achieved. However, if diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then the
DWQ shall be notified and corrective actions to restore diffuse flow shall be taken if necessary to
impede the formation of erosion gullies. At no time shall stormwater from the proposed
development be piped directly through the buffer without prior DWQ written authorization.
The structural stormwater practices as approved by this Office as well as drainage patterns must
be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality. Stormwater easements shall be
recorded for a distance of at least 10 feet on each side of all stormwater conveyances and bypass
channels on all lots containing these structures including future access for maintenance. The
stormwater easements shall allow for the ability to maintain the structures, perform corrective
actions as described above and shall provide protection of the structures from potential
alternations by future property owners.
First Assembly of God, Raleigh
Page 3 of 4
March 30, 2010
40 An Operation & Maintenance (O&M) agreement signed by the current landowner must be
approved by the DWQ. This O&M agreement must transfer with the sale of the land or transfer
of responsibility for the stormwater facilities and the DWQ must be notified of every transfer.
Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 2B. 0233.
7. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the 401
Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place at the time of recording of the property, or of
individual lots, whichever is appropriate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at: http://h2o.enr.state.nc.us/ncwetiands. The text of the sample deed
notification may be modified as appropriate to suit to this project.
• Any disputes over determinations regarding this Authorization (associated with the approved buffer
impacts) shall be referred in writing to the Director within thirty (30) days of receipt of this notice for a
decision.
You can contest the Director's decision as provided in Articles 3 and 4 of G.S. 150B. To contest the
Director's decision you must file a petition for an administrative hearing. You may obtain the petition
form from the office of Administrative hearings. You must file the petition with the office of
Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered filed
when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and
5:00pm, except for official state holidays. The original and one (1) copy of the petition must be filed with
the Office of Administrative Hearings.
The petition may be faxed-provided the original and one copy of the document is received by the Office
of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: (919)-733-3478
A copy of the petition must also be served on DENR as follows:
0
First Assembly of God, Raleigh
Page 4 of 4
March 30, 2010
• Ms. Mary Penny Thompson, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This Authorization shall expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call Amy Chapman or
Ian McMillan at [phone]. This letter does not authorize any impacts to either Waters of the
United States or Waters of the State. Please contact the US Army Corps of Engineers (USACE) or NC
Division of Water Quality (DWQ) if any impacts are proposed to either of these waters.
Sin ely,
Coleen H. Sullins
CHS/ijm/asc
Enclosures: Certificate of Completion
cc: Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
• Alpha & Omega Group, Attn: Mr. Glenn Zeblo, 4911 Green Rd, Suite 107, Raleigh, NC 27616
File Copy
Filename: 090842FirstAssemblyofGodRaleigh(Wake)NBR
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ALPHA & OMEGA GROUP
C I V I L & S T R U C T U R A L EN GIN EE RS
4601 Lake Boone Tail, Ste. 3C Raleigh, NC 27607
Ph..e 919 981 0310 Fax [phone]
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- 0 y ~ 430.3 I \ ID I ~ ~ , ~ I - ~ - ~ l ~ ~ ~ BUILDING I- 0 ~ ~ , ~ I~ ~`~.II ~ II' I-gyp I,I'.'1o~~I ~ m
\ \ I ~ ~ ~ 3 I~ Il~Ill-~-- I I ~ -l~ II II I - III ;,;,I~ ~ t~ 13 i - Z ~ Z
1 I I \ i i \ 3 EXISTING PARKING \ ~ 1 I N/F ~ SPACES TO BE REMOVED _ ~ F.F.E. , ~ - II~ 11~ I I II ~ III II 1- ~p I ~d1 IIII I ~ ~ W
H ~ \ 34.45 rufOUNT 0 IVET BAP IST CH R s ~ _ -a- - ~ \ ! 4.0 EXISTING 4" SEWER ~ '\~JJ ~~~~-i-t~~I ~I I--III I I, p~ II I I o W ~ I
y ~ - is \ s \ SIDEWALK _ ~ ~ ~ D : 40, 5,P .596 ~ ~GI - 3 ~ ~ o ~ tt - EX._ - ~ \ I\ I PIN a7 6-2301 I , ~ ~ ~ ? \ ~ EXISTING STORM DRAINAGES ` EXISTING 2" PROPO, ~ _l_N I ~ I ~ 'Q ~ CONCRETE ~ \ , _ _ PROPOSED 6.5' WIDE ~ ~ - ~ 15?~(~($l'T~ANSIT EASEM~IT III I' ' ! ~ ; I 3 I ~I I I F ~
? ~ ~ ~ CONCRI I 0 R-4 ~ \ ~ ~ ~ ` PA710 F.F.E. PVC WATER F.F.E. , ~'oooo 00 \ \ I L1_I_L _I_ ~ CONCRETE SIDEWALK ~ ~ - , " ~ II Ij ~ I~I I1 j -
x II s F.F.E ` i I ~ ~ ~ ~ ~ \ \ i 434.0 434.0 ~ ~ i ~i, 1 ~ \ 430.3 ~ - - - ,J ~ w y w - w w- L ~ LIMIT OF PROPOSED PROPOSED 16 MEDIAN CURB I _ I I I I I III p ~ m W
-OHE--I~ ~ ~ \ t \ 'A~+ I i ~ F.F.E. III 3 III ~ ~ ~ ~ ~ \ \ w w - w - w ~ ASPHALT AND GUTTER (TYP.) I ~ I I ~ w Q ~
I r- ~ s \ \ ~ \ ~ 430.3 - ~ ~ B \ \ 1 ss ss ss 1 1 N ~/j , I I \ / I ,f~, 113~I ~I I ~ ~ Q 55 ss 55 S 4 4 © 0 I I~; ~ 1 1 I ~ ~ i4i + ~ I
I I i I ~ ~ PROPOSED \ , , 1 i I-- i ` 1. ~ ASPHALT DRIVE \ ~ ~ S71NG ELE IC METER ~ q CONCRETE II I / O~ ~ ~ ~ - - - - -
1 1 I i / `UC . f V I N ~ I ~ 10 ELOCATED ADJUSTED RETAINING WALL I \ ~ \ \ \ \ R \ \ ~ I ~ l _ f - - - WCR - WCR ~ I I I ~ I i I I ~
~ \ ~ ~ EX. DETENSION NI IN 9 PER PROPOSED GRADING ~ PROPOSED RE IH I / ~ ~ t ~ \ ~ _ BASIN i \ \ ~ ~y ~ ~ rPROPOSED RETAINING WALL ` - - s = : ~ROP~D~ONCRETE--SID L ~ ~ I I ~ 2 ~ ~ ~ ° I - _ ~15' X 450' SIGHT
II IRI IN ~ \ ~ \ \ ~ , _ i i PROPOSED STAIRS \ ~ EXISi1NG TRANS \ w I 1's- \ UNDERGROUND POWER W~ \ ~ ~ WITH RAILING UGPL -EXISi1NG TRANSFORMER TO REMAIN ~ + ( I TRIANGLE
EX. FENCE o I ~ ~ AND GAS LINES TO BE ~ ~ , ~ ~ I / ~ \ I ~ ~ NIA lu \ ~ } ~ ~ / ~ REROUTED AROUND ~ • \ r~ ~ ~ ~ ' ~ I ~ ' I I ~ I II ~ I I~ I
~ W I I , ~ ~ / I ~ \ 1 Q'i Id \ s \ ~ PROPOSED BUILDING ~ \ ~ PROPOSED I \ I ~ © ~ ~ y < << ~ I ~ ~ I 3 I II I I
Il d 1 ~l I \ S \ ~ \ C C ~ ~ ~ \ ~c d Id P \ ~ 4 w c , Jl Q I I~ ~ ~ 6 { ~ ~ \ ~ ~ ~ BUILDING C,O, RELOCATED PLAY GROUND ~ ~ ~ \ II I I II III
e ~ P~ ~ INV IN:411.00 ~
I I o~ e h, e s BACK WATER ~ \ Gq o 6 e, ~ s \ ~ PROPOSED 6 ~ PVC SANITARY ~ n ~ , i Q- \ 2 , P e-hh. 6 e~ ~ VL N ~C.O. ~ \ R Pa``' ~ ~ ~ I ~ I I = I
~ ~ ~ h"' ~ ~ C5. A ~ I \ ~ ~ SEWER STUB SEE NOTE 18 0 G~ 1 \ i 0 ~~ti° . , ~P°' rh P~ ~ ~ ( ~ ~ 0 ~ METER BOX ~ \ ~ \ Y w ~ \ CEP \
~ ~ ~e ae P \ ti \ e J`' hh i ~ ` ' 0 s ~ rn F.F.E. ~ I • o , e- ~ ~ s \ ~ F.F.E.414.0 ~ " ~G ~G~ ~E ~ ~ ~ ~ 12 14 \ ~ . \ h ~ I TRIANGLE I f~ ~ ~ U
ee' -lP ~h~h ' ~ h'' ~ ~ A \ 430.3 PROPOSED 3 WATER ~ ~ i ~ , 0 0 . , ° o ~ P -I- 0 S ~ SERVICE LINE TYPE K' SOFT \R 6 0 DIP FIRE ~V ~ I I EASEMENT : II 11 ~ ~ - F ~l ~ Z ~ ~ °cc PROTECTI~ LJNE ~ ~ \ F ~ , I \ I 1 ~ I III I ~1 w !~1 (n
\ , e1 J~ ~P o1,~ ~ ~ y T ~ 0 5 LF 6 ~ PVC ®3.08 E COPPER ~ / h.~°~ s ~ i ~ ~
P~ 6 ~ L s~ ~ 60 LF 6"~ PVC ®3.08X w ~ / 0 0 c~, P F q , P tih~ 5 e h e ' _ ~F Ni '~P INV: 409.0 ~ - ~ LOCATION OF EXISTING UNDER ~ f~~~ ~ i ~I ~ III I III o Q EXISTING UNDER ~ ~ , ` / ) ~ I I I I I ~w I ~ O ~ -
e .ti6 l \ \ , J o~~h,.~°1~v~ ~ ~ i F.F.E.414.0 GROUND GAS LINE IS FOR e 0 ~ e,? ~ \ \ °a ~ GAS LJNE IS FOR 'r-~cc- ~ ` I I I I + o I , z ~ 0 V
~ 9 / ~ ~ i o0 0 0~. 5/ , ~ i ~ SF ~ S \ C.O. ~ c~ ~ REFERENCE ONLY AND WAS ~ ° ~°tiy~. , ~ ~F F~ ~ \ ~ I PROPOSED RAILING w ~ NOT SURVEYED. LOCATION ONLY AND WAS ' I I III ~ I ~ J 1© 14 I 13 ~ I ~ ~ EYED. LOCATION ~ ~ , II I I IIII \ ~ 'a
~ / \ T 1 \ PROVIDED BY OTHERS ~ } \ ~ \ PROPOSED IDED BY OTHERS. I I ~ ~ I ~ I I, I a C~ O s¢
~ ~ ~ s \ ~ F.F.E. ~ c~ \ ~ ~ ~ \ 1 6 , ~ \ \ s ~ GAS METER ~ ~ ~•c, h~ \ \ 414.0 1 \ ~ , \ / \ I ~ 111 I I o ~ ~ r EXISTING LIGHT i i ~
? / / PQ /aeP \ " ~ \ J ~`r ry, ooh , ~ ~ \ \ o~,o 83 LF 6 ~ ~ \ F.F.E. `0 ~ 0 \ ~ \ F REOLOCATEDE ~ II 11~J \ 10'x450'y SIGHT ~ i 13 I ~ . 3
h \ ~ PVC ®1.OX \ ~ 430.3 ~ FDC ~ 'y0 l J16~,~ P61 , ~ 1 1 I 1 ~ ~ ° t \ ~ TRIANGLE I i . ~ I I I 3~ ~ I II PROPOSED CURB
e 5 h e ~ \ ~ \ r ~ ~ J Po \ \ ~ , ~ ~ ~ ~ ~ PROPOSED 20 GRAVEL 0.16 h ~ e, ~ PROPOSED ` ; , ~ J ~ \ ~ + ~ 1 ~ I j! AND GUTTER FOR I I ~ ~ ~ z 20 GRAVEL EXISTING WELL l I
P~ ~ ~6 ~ o~ PROPOSED 20 WIDE \ ~ ~ PROPOSED FlRE HYDRANT ~ o ~ TRANSFORMER FIRE ACCESS ROAD S ROAD \ { i ~ E ~ ;ROAD WIDENING I - ~ ~ ~ z TO BE REMAIN I I , I i Z
o0~~ti° ' ~o e~'i,%'a FP CITY OF RALEIGH s \ \ ASSEMBLY WITH 6" GATE VALVE '1 e` J°~ ~6h6 ~~'~e' 'SANITARY SEWER EASEMENT 0~ \ ~ P h. G \ \ti \ \ \ ~ v ~ ~ I ° II ~ I r~ _ ~
GENERAL NOTES ~ ~ \ ~ 3 F , \ ~ ~ \ ~ ~ ~ ~ \ ' I ° ' I I I I ~ a a0 ~
~ ~ e . ~ 'PROPOSED DOG HOUSE MANHOLE ~ ` ~ C5.3 FP 1. ISTING CONDmONS D TOPO HI SU P OVIDED BY. EN do YELLE C TES P SU ' PROPOSED ~ \ IX AN GRAP CAL RVEY R AIK ASSO IA A, RVEY 6 ~ \ " r J ~~~06~ RIM: 419.5 8•~ RETAINING WALL $ ~UGGL~` ~ ~ ~ ~ ° ~ I `~I. ~=III °
TITLED FlRST ASSEMBLY CHURCH TOPOGRAPHICAL SURVEY". SURVEY PROVIDED BY ELECTRONIC FlLE. ~ P°. EXISi1NG INV: f 407.97 3 \ ~ EUGP ~ ~ ~ o ~°ti ~ c WITH RAILING ~ L- e " ~
_ ~~-Q1~; _ PROPOSED INV IN: 408.10 5.4 \ ~ ~ ~ ~ „ ' , „ 1,' ~ ~ ~ 2 WATER METER 2. NO PORTION OF THE PROPERTY SHOWN HEREON UES WfiHIN THE BOUNDARIES OF A F.E.MA MAPPED FLOOD ~ ° 116`'e; 6~h1 + / 4 ~ A \ ~ y I m I \ ~ I ~ I ~ I I o ~ ~ _ I
~ ~ 6 ~ e- 1 h ~ ~ ~ ~ 3 ~ 2" GATE VALVE 5 ~ HAZARD AR PER F.E.MA F.I.R.M. No. 3720078500 J DATED 5 02 2006. ~ e ° o ~ ~ \ ~ R \ ~ ~ I ~ 60'.. I ~I ~ a ~ ~ ~ I - T A ~ 11 ~ ~ Z
~ (0 ~ 6 h . G ~ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WffH Cf1Y OF RALE]GH AND/OR NCDOT STANDARDS AND ~e~ eJ~1 6~~'y1~ T ~ ~ ~ ~ ~ / PROPOSED CONCRETE ~ ~ R 11 ~ III
SPECIFlCAl10NS. , 01~ ti° ' P~h6 6 1~ ~ ss . ` e J6~ ~P ry0hph , J ~ \ CURB STOP (TYP.) II 53' I I I ~ a P t I o J
~~e°h~ ~ eP ~ ? A 4. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PPoOR TO CONSTRUCTION. ~ 6, 6 , P ~ \ \ ~ B-B ~ - U ~ ~a I ~ _ 0 Iw o
r ~ PROPOSED 1-6" MEDIAN ° ° ° ° ° ° ° ° ~ 1 o I SEE SHEET C4.1 I o CURB AND GUTTER (TYP.) ~ ° ° ~ ~ III !I FOR BLUE RIDGE ~ ~ 5 z
5. CONTRACTOR SHALL CONTACT NC ONE CALL BffORE ANY DIGGING OCCURS AT 1 600 832 4949. ~ o ~ o~ h ~ ~ \ ~ \ ~ o?~`ti~v~~e ' a eP ~ 1 i \ I I ROAD WIDENING 111 _ PROPOSED PARKING LOT 1
6. FOR PROPOSED SIDEWALK CANOPY, REFER TO ARCHfiECTURAL PLANS. e~ e`'116`'~ ~~o6tikh ~ - (6" ABC, 2" S9.5B) ---T--~J ` ~ PLANS II I I
~ ego°°~~'ti°~.y%,°Q 'hh~.FP~ s ~ \ ~ ~ ~-,,--~.t ~ ~ ~ - -
7. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY ALL FEES RELATED TO PERMfff1NG, INSPECTIONS, ETC. `1 e` J~~ P a6~,6~'~e, %f i ~ /ice SECONDARY TREE ~6 h . ° 0 1 ~ JQ X116 F. i G~'ti°` ah ~ ~ ~ ~ f ~ ~ FIRE 304' PROPOSED DUMPSTER AREA, 6" CONCRETE - ` ~ \ I ~ ~ DI I I 07 ~ R H WITH 6X6 W1.4xW1.4 WWF SHEETS ONLY ~ I I~ I I r rn o 0 0
0 0 eJ ti h ~ ~ ~ s s- CONSERVATION AREA (TYP) ~ 6. BACKFLOW PREVENTION DEVICE ATTS 9D9NRSSFDAM 3"REDUCED PRESSURE ZONE BACK SHALL BE ~ o ~ ti e,. ° o ~ a P s / - _ ~ Q~~ h ~ ke 6h , e ~ / V ~ / L - _ r /U 'SIGHT \ ~ I p O O N o
LOCATED INSIDE THE BUILDING. PLEASE RffER TO THE PLUMBING PLANS. ~ ~ ~~6h6h~.e-°~`~ ~ 1 ~ ~ ~ ~ ~ f~- - R 1 ~ I~ )~~'R4gSp I C , f~ ~,,li ill I".. 15'X~450~ I ~ ~ o ~ I ~ I I Ir--=--- I ` _
9. CONTRACTOR SHALL VERIFY LOCATION 4F ALL IXISTING UiILlnES IN ADVANCE OF CONSTRUCTION AND MAKE ~ o ~ ti e, ~ ~ s ~ I e h ~4 ^ / s ~ r 1 - ~ 1 ~ ) Ilh ~ II / ~ ~ II Ilrr ~ ~ ~ ~ I,~ I TRIi NGLE m„I I~ N N ~ alo olo N
ANY OBSERVATIONS THAT AFFECT CONSTRUCTION KNOWN TO THE ENGINEER. e, \ ~ ~ ~ ~ I ~ I ~ ~ ~ \ I I r I ~ I ~I ~ I IIII a38~ II I~ I I 61 I I I`~ 1111 M 3 3 3 3 ~ V
\ ~ / I I I 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. ~ 1 L ~ , ~ I I I ~ I III / III I I''6I I I III 111 5 5 5 5 I I ~ ~ ~ ~ ~ I ~I, ~ ~ III i~ ~ I I~7\ ~ ~ I I I I I,h °z ~ ~ ~ ~
11. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
d a a d 0¢ a d a d
12. ALL RADII SHOWN ARE THE BACK OF THE FEATURE WHERE APPLICABLE. LEGEND UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, ~ o ~ o o ~
13. FOR OVERALL BUILDING FOOTPRINT DIMENSIONS, REFER TO ARCHfiECTURAL AND/OR STRUCTURAL PLANS. PROPERTY LINE ~ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO z v, z ~
RIGHT OF WAY BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY J Z ~ ~ ~ ~
14. ALL UiILITY TRENCHES SHALL BE COMPACTED TO A MINIMUM 95% DRY DENSITY AS MEASURED BY AASHiO ~ EXISTING TREE LINE METHOD T99. BACKFlLL SHALL BE PLACED IN LIFTS OF 8" OR LESS OF UNCOMPACTED SUffABLE SOIL EACH PROPOSED TREE LINE THE CITY CODE. THESE FACILITIES HAVE BEEN ~ ° ~ ~ ~ ~ BEFORE YOU DIG APPROVED BY THE CITY OF RALEIGH AND SHALL BE ~ W W W W W
LIFT MUST BE COMPACTED BY A MECHANICAL TAMP, SUCH AS "RAMMAX SHEEPSFOOT' OR EQUNALENi PRIOR CHAIN-LINK FENCE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED ~ a a a a
TO NEXT LIFE. J BY WRITTEN APPROVAL PUBLIC SANITARY SEWER
•C 0• STORM SEWER CLEANOUT 15. SffE llflLfiY CONTRACTOR SHALL EXTEND SffE UTILlnES TO WfTIIIN FNE FEET OF THE PROPOSED BUILDING ~ LIGHT EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ~ a
FOOTPRINT. ~Q, UTILITY POLE
i6. ALL SANffARY CLEANOUIS LOCATED IN PAVEMENT SHALL BE INSTALLED INSIDE A VALVE BOX WfTH OOVER ® CURB INLET CALL 1-800-632-4949 ACCEPTANCE. SIGNATURE:
LABELED "SEWER". ALL TRAFFlC CASTINGS SHALL BE CLASS 35 OR GREATER. Yo YARD INLET N.C. ONE-CALL CENTER m
~ FIRE HYDRANT 17. NO SIGHT OBSTRUCTING OR PARTWJ.Y OBSTRUCTING WALL, FENCE, FOLIAGE, BERMING, PARKED VEHICLES OR m STORM SEWER PIPING ~ T'S THE LAW TRANSPORTATION SERVICES m W
SIGN BETWEEN THE HE]GHTS OF TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE
n nu„nu nn wir ur,nnrr ~nuin rn ww m un niinniun rvure, nnui nr ni ,nrn wm nu ? MnIR X~~ PROPOSF~ SPOT F FVATON PIIFIII( IITIIITIFC Q W U
LLCvnuvn, Vn m. ncmrai IMYL.Lr.U RRl Ir my wnomv L.Ah71J, annLL DC rLMbCU minim A aIVnI TRIANGLE OF A PUBLIC STREET, PRIVATE STREET OR DRNEWAY CONTAINED EITHER ON THE PROPERLY OR ON AH hy TEMPORARY SILT FENCE
AN ADJOINING PROPERLY. TEMPORARY DIVERSION DITCH
0 40 80 120 CONSERVATION ENGINEER FIRST ASSEMBLY OF GOD
18. PROPOSED 6" DIA. PVC SANITARY SEWER STUB SHALL BE CONNECTED TO BUILDING SANITARY SYSTEM AND 1P TP- TREE PROTECTION FENCE SHALL HAVE A CLEANOUT IN THE SITE FOR VISUAL LOCATION. SITE CONTRACTOR SHALL COORDINATE WITH Lc LIMIT OF CONSTRUCTION PLANNING JOB NUMBER: 20817
PLBG. CONTRACTOR FOR INSTALLATION. TOP/CO TOP OF C.O. COVER ELEVATION SCALE: HORIZONTAL 1 N = 40'