20010486 Ver 1_COMPLETE FILE_20010328

J
DWQ El); CORPS AC'ItON ID•
NATIONWIDE P*RMIT REQUESTED (PROVIDE NATIONWIDE PERMIT It)
i
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTiticATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CFXTIFCATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE OPIGR#AL AND (1) COPY OF THIS C6MPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THII CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
1. OWNER'S NAME: _ t1eL-2 t„ QVe "a,_ Ali, if-l &Pf_\%_r 6'1 orc4l
2. MAILING ADDiMSS: P? U. 60 X
E SUBDIVISION NAME
CITY: 1101e- STATE: 1J C-' ZIP CODE: a`15 g5
PROJECT LOCA7I61 ADDRESS, INCLUDING SUBDIVI ION ?1AME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): 33`'5 A S rn, 0 ??Ti - t cxllk
K_o'j ?M.r, . roc, a? sus
TELEPHONE NUMBER: (HOME)
(WORK) ('119)
4. IF APPLICABLEk AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
LOCATION OF VYORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIA4 PHOTOGRAPHY WITH SCALE): L
COUNTY: NEAREST TOWN: LN"l*4 )C'
SPECIFIC LOCATION MiCLUDE ROAD NEIMERS, LANDMARKS, ECT.)

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33)
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.1.1._1.•x1.1 A-.rL u; l1 J?.d
6_ IMPACTED OR NEAREST STRF,AMIRIVER: Pop" 6 rp,04,'-
RIVER BASIN.
._..._.ty.P
73L IS PROJECT LOCATED NEAR 'wATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTAmv4G RESOURSE WATERS (ORW). WATER
SUPPLY (WS-1 OR WS-11)? YES ( ) NO (' ) IF YES. EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NOtTH CAROL24A DIVISION OF COASTAL
MANAGEMENT AREA OP BNVIROMENTAL CONCERN (AEC)? YES ( ) NO ( )
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO (A IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (./) IF YES, DESCRIBE ANTICIPATED WORK:
9:- ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 5 • CvS
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10x. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 09P lob. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF

RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFOR lk p'T AFTER: FT
WIDTH BEFORE ('based on normal high water contours): FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PEPE IN CHANNEL: ??
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER: cAL ?59 V eAi&,
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND?
POND SURFACE AREA?
WHAT IS THE EXPECTED
12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT to BE USED? (ATTACH PLANS, 8112 BY 11 DRAWINGS ONLY)
. A . -- -1 aA. _ . L - -- - - -
C> u P. pe-
13. PURPOSE OF PROPOSED WORK. L y'44W- M sa GL ?s1 ?? ?' c7

14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
"rke- fer.,,.AD?'???y acc_e?S c;f© Rr?v-Je.-?,?uAe?^?~?
y
tU Lie- u?u''l?cl?,ed F4,?^ +I??..
c.??.?t tiv aces d V eC.At 5.?-.' t41
c L-« "t4 e ,?, u5 ' L_ c•^v Ss e C1 - T? .." i ?-? , ? ;?u
?.Auc +,> f-'?ve- c -,?.H?? 16 l the c:r0s5;"7 w, I1
5e der tid`?L?JI?:,v'.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO (? (IF NO, GO TO 16)
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) NO ( )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTA71ONFROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
AC IVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29,
AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BY PRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE AL.L DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQ D.
e. WHAT IS LAND USE OF SURROUNDING PROPOERTY?-es, c?e?+ pia
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N h
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS R WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) ETTHEg THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIACATION, AND
3) (IN TH]E TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PR
OWNER'S/AGENT' SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 22, 2001
DW Q# 01-0486
Wake County
Lowell Collins
New Covenant Life Baptist Church
P.O. Box 538
Knightdale, NC, 27545
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Dear Mr. Collins:
You have our approval, in accordance with the attached conditions, to place fill in 90 linear feet of Poplar Creek in order to construct
a road crossing for the New Covenant Life Baptist Church in Wake County, as described in your application received by the Division of
Water Quality on March 28, 2001, and in additional correspondence received April 30, 2001. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3289 which can be downloaded from our web site at
http://h2o.enr.state.nc.us/llcwetlands . This Certification allows you to use Nationwide Permit Number 14 when it is issued by the
U.S. Army Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certiftion and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the f ture) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Steve Mitchell or Charles Brown in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in our
Central Office at 919-733-9721.
Si
Stevens
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Michael Burden, 107 Salem Towne Ct., Apex, NC, 27502
0-I-)
010486
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail ervice Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crab ee Blvd., Raleigh, NC 27604-2260 (Location)
!1111 777 1 OC /.. L.......\ Ai (1 -177 COl17 /{....\ L. N... IIF.1.. ..... .. / ..... ........ 1..........1.....l..l
Re: New Covenant Life Baptist Church
Subject: Re: New Covenant Life Baptist Church
Date: Fri, 22 Jun 2001 13:02:51 -0400
From: Charles Brown <[e-mail]>
To: Cyndi Karoly <[e-mail]>
Cyndi,
I have talked with the engineer and discussed the situation at the site and
he will be correcting some stormwater issues. The permit can be sent for
this and all looks okay about the violations.
Charles Brown
Cyndi Karoly wrote:
> New Covenant Life Baptist Church, Wake Co., 010486
> I have a staff report from Mitchell recommending issuance if they have
> avoided and minimized. He also says "problem with no protected buffer
> shown. Letter states that buffer is only grass."
> So I'm trying to make sure this is ok to issue because I haven't been to
> site or been involved in prior discussion. Bob Zarzecki says I should
> check with you to see if they have complied with the violation letter
> and that the crossing is ok to issue.
> Any insight or assistance, or recommendation you can give would be
> great.
> Thanks so much. I hope you're having a good Friday.
1 of 1 6/22/01 1:31 PM
UJ/(1/U1 14: cc rAa at-
NC Department of EnvI
Mr. Ken Schuster, Ream
1628 Mail Center
Raleigh, NC 27699-1621
Dear Mr. Schuster,
This is in response to noti
Mr. Charles Brown to get
owned by New Covenant
We have taken the followb
On Saturday December 11 -
bank. We sowed the Wtire
sowed seed rye 100 feet frog
sown as soon as the other su
The following action plan is
1. January 2000. We plan to
parking lot to where the two c
this area is intended for a flans
is developed an apphcalion fol
2. February 2000: On the chur
property line we have regulwly
We would like to supplement it
cover. We would like to use pla
y
(`

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C"

lip /0
3. February 20W: This short ere
pine trees on the Smithfield Roaf
feet where it joins the other creep 1,40
sunup removal is planped in this growth during the process. We
plan to replant pine seedlings .vhf _ .? +emovcd, and where there is areas that will support a growing
pine tree. We would like to use plants from the Forestry Service if available.
4. March-April 2000. For all other areas where the soil is being disturbed we plan to establish a lawn, that will be
maintained. The soil *ill be worked using landscaping equipment for working the ground find seeded and strawed
immediately to establish the lawn. Until that time we iustue seed rye is sowed to help hold the soil.
Thanks for your help and consideration in this matter.
Yours truly,
New Covenant Life Church
Lowell Collins, Church Elder. Daytime Phone [phone] Evenings 266-1038
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name New Cc
Life Baptist Church
County Wake
County2
Region Raleigh
Project Number 01
Recvd From APP
Received Date 4/30/01
Project Type
Recvd By Region
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetl Wetland Stream Class Acres Feet
?ct
Type Type Imp ct dcore Index Prim. Supp. Basin Req. Req.
O Y N
?
F 14 ?- 27-35 ? NSW 30,402. F
90.00 ?
?-
r-?-
-?-
Y ? ,
Mitigation W lanti
MitigationType "rope! Acres Feet
Is Wetland Rating Sheet Attached? O Y O N Did you request more Info? O Y O N
Have Project Changes/Conditions Been Discussed With Appl Y ON
Is Mitigation required? O Y O N Recommenda n: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
If they have avoided anti minimized this should be issued. Problem with no protected buffer shown.
Letter states that the brier is ONLY grass,
cc: Regional Office!
Central Office Page Number 1
M. T. Burden Engineering, PLLC
107 Salem Towne Court
Apex. North Carolina 27502
Tel: [phone] Fax: [phone]
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WE ARE SENDING YOU ttached I Under separate cover _2 the following items:
?i, Il1
C] Shop drawings ? Prints f ] Plans fJ Samples LI Specifications
1_1 Copy of letter (J Change order
COPIFS NAT- NO. Dl-SCnIPHON
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THESE ARE TRANSMITTED as checked below:
{?or approval CI Approved as submitted
CJ For your use
> El As requested
L-I Approved as noted
Cl Returned for corrections
L_I Resubmit _ _ _ copies for approval
[ -] Submit _-__-__ . copies for distribution
] Return corrected prints
? For review and comment L_i
? FOR BIDS DUE 19 __ f__.I PRINTS RETURNED AFTER LOAN TO US
REMARKS
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Calculations for
Drainage and Erosion Control
New Driveway for
New Covenant Life Baptist Church
Wake County, North Carolina
Owner: New Covenant Life Baptist Church
P.O. Box 538
Knightdale, North Carolina, 27545
Prepared By:
Michael T. Burden, PE
M.T. Burden Engineering, PLLC
107 Salem Towne Ct.
Apex, North Carolina 27502 C
Phone: [phone]
Fax: [phone]
March 20, 2001
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OFFICE USE ONLY: Date Received Request #
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Variance Request Form - for Minor Variances
Protection and Maintenance of Riparian Areas Rules
NOTE• This form may be photocopied for use as an original. 01 0 4 0 7
Please identify which Riparian Area Protection Rule applies.
? Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
? Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strat"y' Protection and Maintenance of Riparian Areas Rule (15A
NCA 0159)
Part 1: General Information
(Please include attachments if the room provided is insufficient)
1. Applicant's name (the corporation, individual, etc. who owns the property):
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
3. Contact person who can answer questions about the proposed project:
Name: MR. TOM ERWIN
Telephone: j
Fax:
Email: tserwinaerwin.com
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
SULGR"V MANOR-
5. Project Location:
Street address: 611 RUNNYMEDE ROAD
City, State, Zip: _:..
County: WAKE
Latitude/longitude: N35 48' 59" E78 40' 7"
6. Directions to site from nearest major intersection (Also, attach an 8 '/2 x 11 copy of the USGS
topographic map indicating the location of the site):
FROM GL€NWOOD AVENUE TURN WEST OF LAKE BOONE TRAIL, GO WEST APPROX.
0.5 MILES AND RUNNYMEDE WILL BE ON THE
NORTH.
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT' to the nearest named stream):
Stream classification (as identified within the Schedule of Classifications 15A NCAC 213.0315
(Neuse) or .0318 (Tar-Pamlico)]: NEUSE RIVER NSW
Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Others (specify) CITY SUBN APPROVAL
Part Z: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ft2.]: SUBDIVISION AND CONSTRUCTION OF HOMES ON THE
PROPOSED LOTS. LOT 2 WILL HAVE AN IMPACT OF 2,682 SF. LOT 3 WILL HAVE AN
IMPACT OF 1,703 SF. LOT 4 WILL HAVE AN IMPACT OF 1337 SF.
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
1 _.
3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.):
Variance Request Form, page 2
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
WILL ELIMINATE 2 OF THE 4 PROPSED LOTS
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
iV 0 U L.J 3 0 133 t..:t 1,14 --1 1 "N _,._ T

Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm)
Mailing address;
City, State, Zip: Y = v°
Telephone:
Fax:
Email: --?-- ----------------------- -
Part 5: Applicant's Certification
I, L. R. PARSONS. JR. (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
Signature: _
Date: f 8D1
Title: OWNER
Variance Request Form, page 3
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
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Country Cluc
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\1-5?i llfV `?I J \r? ??W/?I?//ice i• ??? ?\?.?.: t /•??I' i
OFFICE USE ONLY: Date Received Request #
State of North Carolina
Department of Environment and Natural Resources 9
Division of Water Quality
Variance Request Form - for Minor Variances
Protection and Maintenance of Riparian Areas Rules
0401
NOTE: This form may be photocopied for use as an original.
Please identify which Riparian Area Protection Rule applies.
L3 Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
u Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC .0259)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicants name (the corporation, individual, etc. who owns the property):
I R, f•' S, J
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: L. R. PARSONS. JR.
Title: r
Street address: °
City, State, Zip: r-',.
Telephone: - -
Fax:
3. Contact person who can answer questions about the proposed project:
Name: MR. TOM ERWIN---_.__-..----------_-_
Telephone:
Fax:
Email: tserwin(a?erwin.com _ __,
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
SULGRAVE MANOR
5. Project Location:
Street address: 611 RUNNYMEDE ROAD
City, State, Zip:
County: WAKE _ --
Latitude/longitude: N35 48' 59" E7$ 40' _--
6. Directions to site from nearest major intersection (Also, attach an 8 Y2 x 11 copy of the USGS
topographic map indicating the location of the site):
FROM GLENWOOD AVENUE TURN WEST OF LAKE BOONE TRAIL, GO WEST APPROX.
0.5 MILES AND RUNNYMEDE WILL BE ON THE
NORTH.. _
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT' to the nearest named stream):
Stream classification [as identified within the Schedule of Classifications 15A NCAC 213.0315
(Neuse) or.0316 (Tar-Pamlico)]: NEUSE RIVER NSW
Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Others (specify) CITY SUBN APPROVAL
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carving
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ff.]: SUBDIVISION AND CONSTRUCTION OF HOMES ON THE
PROPOSED LOTS. LOT 2 WILL HAVE AN IMPACT OF 2,682 SF. LOT 3 WILL HAVE AN
IMPACT OF 1,703 SF. LOT 4 WILL HAVE AN IMPACT OF 1337 SF.
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.):
Variance Request Form, page 2
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
WILL ELIMINATE 2 OF THE 4 PROPSED LOTS
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion
:?oTf-+the hardship to the entire value of the project.
Yi.' G } f..:_7 ?1 ?J•..! ?y - `.•!'- - - ` IN t.+ T p 1010 i t i _r fi..F " -1-1 _tF i
U' 3N 3i P" 3-AL,
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm) -
Mailing address:
City, State, Zip: ."?,?
Telephone:
Fax:
Email: _ _a,1?f nta a:.i ?rvt :. rn
Part 5: Applicant's Certification
I, L. R. PARSONS. JR. (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
Signature:
Date:
Title:
Variance Request Form, page 3
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
o Islj
? Ysr
/ ? 1 7^ i 7// ??_
? 1 1 ? • ? ? ? 1 1? ? ? ? . l ? I? 150' ?? 4. ..
?`.. / 1 Bneb j -
„? ? . • \? ? I Qh ??l l I? I (820 1) ? t ? ?s ?-' T'?'1'C
f2
-\L?? ??.??/? i??.._ ?? i ? -111 c\ ? J?\ :'•y ??
-I J?,_]/ •"?? i¦¦- 1?I .?, ` `737
?t I • • ! /// ?/? %/ L1 I' ??? ?,'? `?\ Q??rj?_ /?I (?l(` _ M 'EWC
•? gyp- ? l ' x01.1 rr ? I?? J. r ??r i./1 i.
,Jt 9z y.? ?- y 11 ?? ? ? \ , ? 1793 ? v I \$? !? _• I /I i ? ?? i 1 c 1, ? l -
? - ,_J?? \I? _ ?. '? I %PASOUO A Ki J.-'?`C7Cf .JI
r
> %?? _ _ ? „ ?ai• '• ? - - - - -- r ) ? Ire D ?? ? ? ????%/
/??/ II,=?? S ?? `` BPS I /(? _? ? /' - =G '?` .'•• _ ??\
a r 1 ?
R.thgeb
311 Park:
YA I
30
Country Club ) y I /i
rt
/ / r1 I
r-- 1/g0 rte, l ?I ??? ??She rwood tes h ?Sr7 ,A? r ,j,
JM`utlyh$ch
1?/? ,? ? CNU?I? ?L ? ? ? ? ?, ! ? ? ? S _L? ?///? I ? /?-._ ? / J •. vv _ = L ?L%
ilfo
U , LEON RO??_ ?5J9 I q \ I? I II O ,?? ?
IL'. ? Gr{ r_ ?_ rl ? gym, - ? ?f ?/ 'i__ 1 ? 'k°V? ?;,6R?, ?.
??I?fRF \ / ?? _ ??J
2 rrc Tl y?y Park ` 0
Za??/i?/,? ? 111111 ?!'r.,,`J ?°.\ ?? /??!///` ??? ?, o 'lu? •'?•`o..,.-..- ! / ?I? .?/
for-
ivy C-o'ZA jz2-?Co lob
Q lczr o. 2--o
G F`?
tJc?G?JR-
--_ _ _ ?GFa?'?I? ???D S?t.M.F._..?i ?_ot_ ?1?Ar?t?t??-------- __--- .____
Exhibit 1
Table of Rational runoff coefficients
Description C Source
Roof, inclined 1.00 Malcom
Street, driveway, sidewalk 0.95 Chow, 1964
Parking lot 0,90 Malcom
Roof, flat 0.90 Malcom
Commercial, generalized 0.85 Malcom
Aparwx s, schools, churches 0.60 WSSC, c.1968
Residences, 10 dwellings/acre 0.60 Malcom
Residences, 6 dwellmgs/acre 0.55 Malcom
Residences, 4 dwellings/acre 0.50 Malcom
Residences, 2 dwellings/acre 0.40 Malcom
Unimproved cleared area 0.35 Malcom
Lawn, dense soil, steep >7% 0.35 Chow, 1964
Playground 0.35 Chow, 1964
Park, cemetery 0.25 Chow, 1964
Lawn, dense soil, avg 2-7% 0.22 Chow, 1964
Wooded, sparse ground litter 0.20 Malcom
Lawn, dense soil, flat 2% 0.17 Chow, 1964
Lawn, sandy, avg 2-7% 0.15 Chow, 1964
Lawn, sandy, flat <2% 0.10 Chow, 1964
Wooded, deep ground litter 0.10 Malcom
VI-2
Exhibit 2 by H. R. Malcom, P.E.
C. E. Dept, NCSU
Depth-Duration-Frequency Table Raleigh, NC
Location: --- ? Raleigh-Durham, NC
Return Period -?
Duration 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr
[in] [in] [in] [in] [in] [in]
5 min 0.48 0.55 0.60 0.68 0.75 0.81
10 min 0.79 0.92 1.02 1.17 1.28 1.40
15 mein 1.01 1.18 1.31 1.51 1.66 1.81
30 mitt 1.35 1.64 1.85 2.16 2.40 2.64
60 min 1.70 2.12 2.41 2.84 3.17 3.50
2 hr 1.91 2.40 2.74 3.23 3.61 4.00
3 to 2.12 2.68 3.07 3.62 4.06 4.49
6 hr 2.65 3.38 3.90 4.62 5.19 5.75
12 hr 3.13 4.02 4.64 5.52 6.20 6.88
24 hr 3.60 4.65 5.38 6.41 7.21 8.00
Intensity-Duration-Frequency Table
Location: -4 Raleigh-Durham, NC
Return Period
Duration 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr
RAM [in/hrl lbftl [ice] [in/t ] [in/hrl
5 min 5.76 6.58 7.22 8.19 8.96 9.72
10 min 4.76 5.54 6.13 7.01 7.71 8.40
15 min 4.04 4.74 5.25 6.03 6.64 7.24
30 min 2.70 3.28 3.71 4.32 4.80 5.28
60 min 1.70 2.12 2,41 2.84 3.17 3.50
2 to 0.95 1.20 1.37 1.62 1.81 2.00
3 hr 0.71 0.89 1.02 1.21 1.35 1.50
6 hr 0.44 0.56 0,65 0.77 0.86 0.96
12 hr 0.26 0.33 0.39 0.46 0.52 0.57
24 hr 0.15 0.19 0.22 0.27 0.30 0.33
Input Data:
Location:
NC
I = g/(h+T)
for 5 < T < 120 min
Duration 2-yr P 100-yr P Source - _g h
[in] [in] 2 132 18
5 min 0.48 0.81 NOAH HYDRO-35 5 169 21
15 min 1.01 1.81 NOAA HYDRO-35 10 195 22
60 min 1.70 3.50 NOAA HYDRO-35 25 232 23
24 - hr 3.60 8.00 USWB TP-40 50 261 24
100 290 25
f ---- Data --?
VI-3
v
a?
0
m
0
ce
c
0
CL
°'
0
E
m
0
E
w
0
2
Note:
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed-grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a Time of concentration of small drainage basins.
Tc(min)
200
100
50
a 13
10
5
i

8.03.4
H (ft) I
rnn
FIGURES
FIGURE 20
209
1 i

' I

a0
?
\ _ _ .?\
?__. ... _
W ... .... t`

Y :
ID

L._. ......I..,,. ....._L__+...I.__ ... 1
1.__._L tr t(1 ?l'1 V M N
O O+ 00 O O
0 0 ° M013, O H1d30
1-.
.- O O
O
I'
?r
I n
a
C
1?,1
:
Ir
:
1
J.
RELATIVE VELOCITY AND FLOW IN
CIRCULAR PIPE FOR ANY DEPTH OF FLOW
5 10
Exhibit 11
O
ISO 10,000 (I) (2) (3)
168 5.000 EXAMPLE 6
0.42 106100 (3a t.") . ?.
156 6000 o• Ito d. 5.
144 5,000 6. 5.
4,000 + Mw
If
132
3.000 too 5' 4'
4.
110 W 2.1 7.4
4
1.000 171 2.2 7.7 3.
106
`o 1o t«+ 3.
3.
f6 1.000
600 -- -
:• .

1.73
t-
64 600
500
400
/
7s 300
i

60 200
=
z
a
0 54 _ o
v
yl 100 Z
> 6 oocc =
60
~
1.0
1.0
1? 4t o 50 MW SCALE ENTRANCE
1.0
40 D TYPE f f
.
36 30 111 s4¦.r..?..u. 3 .f
Y1 UN1N11 O
33
10
m a.....N .ab w
1v
.S

?
? MNNII = 6 •
30 (3) {fNN 0" .
pr.1Nt&M
!7 10 , 7
.T
6 .7
14
6 T. w .4410 its or (3) pr"*"
s betwente" to "Wo 411.""
11 w4 Hf41Nt Ms1IM" 11" t le"ll
4 0 .N 0 NNN. M Meese es .6 6

3 IIINffHN.
i6
1
16 5 6-.5 L.5
1.0
12 HEADWATER DEPTH FOR
HEADWATER scALas 1s3 CONCRETE PIPE CULVERTS
REVISED liar/ 1964 WITH INLET CONTROL
su"Au or "Aue so"a am on VI-11
A ppendict's
Rev. 12N3
Ii
I
NEW YORK DOT DISSIPATOR METHOD
FOR [ISE IN DEFINED CIIANNELS
(Source: "flank and c11 uulrl Inung p occdmC,, , Nc\? York Department
oI 'I'ransporuluon, Division of Design and Construction, 1971.)
Note: To use the following chars you n1uSl know:
(1) Q full capacity
(2) QI11
(3) V full
(4) Vto
where Q = discharge I n c is and V = VCIoctly n1 FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step I) ('onlpulc 11M% ?elocrIN \,) at culvcn ur IMvcd channel (utlet.
Step _') For pipe curers D„ is diameter.
For pipe arch, arch and box culxcrts, and pa%cd channel Outlets,
U„=A,,, where A.= cross-sectional atca of Ilo\? at outlet.
For multiple cul\cru, use Do=1?ixD„ of single culvert.
Stcp 3) For apron grades of 10; or steeper, ase recommendations
For irm higher none. (Zones I through 6).
.!0
n.
F-
U
O
w 10 --
5
0 I a' N ?t .! c
0' 5'
Figure 8.06.h.I
I 1
DIAMEIL-H IFI.?
1
20
25
8.06.5

n
;w I ?t NGI1i QF AF'kC7N_ - _ .. ;
z APRON MATERIAL I
LI t2
1 STONE FILL ING (FINE) Ct. A 0 ? 4 a C)o
2 STONE FILLING (LIGHT) CL B _1 x D. 6 U,.
3 STONE FILLING (MEDIUM) CL 1 4 x D e x D" j
4 STONE FILLING (HEAVY) CL 1 4 x Do 8 x Do 1
5 STONE FILLING (HEAVY) CL 2 5 x Do 10 x Da

6 STONE FILLING (HEAVY) CL 2 6 x Do 10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS. STILLING
BASIN OR LARGER SIZE STONE)
Fig. 8.06.h.?
Widt11 - .) Iuncs I°lk. Jia mein
D1,"l' ;ILNlIN:kH0N O SIUNV SIXES IUIt IWNlPFD SYONF•
CHANNEL, LININGS AND IWN'V'FNIFN'_FS

Step 1) Use Iigure 8.00.b. i to determine maximum ;I,)IW slz? (e.g. for 12
Fps=20" or 550 Ibs.
Step 2) Use figure 8.06.b.4 to drlcrluinc Wr:Cptablc size range fur stone
(for 12 FPS it is 125-5(x) Ibs. for 75% of stone, and the maximum
and minimum range in weight should be 25-500 lbs.)
Note: In determining channel velocities for stone linings and revelment, use
the following coefficients of roughness:
D1a11WICI %lannln's Nltn. thickness
(inches) "n" ul lulin (inches)
Fill 3 0.031 t) 1
Light 6 0.035 I2 18
Medium 13 0.040 18 24
Heavy 23 0.044 30 36 '
tCharmcls) (DISSatwtors)
8.06.6
Rev. 11911
Practice Standards and Specifications
• V Me
6.40
Definition A non-erosive outlet for concentrated runoff constructed to disperse flow
uniformly across a slope.
Purpose To convert concentrated flow to sheet flow and release it uniformly over a sta-
bilized area.
Conditions Where Where sediment-free storm runoff can be released in sheet flow down a stabi-
Practice Applies lized slope without causing erosion.
Where a level lip can be constructed without filling.
Where the area below the spreader lip is uniform with the slope of 10% or less
and is stable for anticipated flow conditions, preferably well-vegetated.
Where the runoff water will not re-concentrate after release.
Where there will be no traffic over the spreader.
Planning The level spreader is a relatively low-cost structure to release small volumes of
Considerations concentrated flow where site conditions are suitable (Figure 6.40x). The outlet
area must be uniform and well-vegetated with slopes of 10% or less. Particular
care must be taken to construct the outlet lip completely level in a stable, undis-
turbed soil. Any depressions in the lip will concentrate the flow, resulting in
erosion. Evaluate the outlet system to be sure that flow does not concentrate
below the outlet (Figure 6.40b). The level spreader is most often used as an out-
let for temporary or permanent diversions and diversion dikes. Runoff water
containing high sediment loads must be treated in a sediment trapping device
before release in a level spreader.
Design Criteria Capacity-Determine the capacity of the spreader by estimating peak flow
from the 10-yr storm. Restrict the drainage area so that maximum flows into the
spreader will not exceed 30 cfs.
Table 6.40a
Minimum Dimensions for
Level Spreader
Spreader dimensions-When water enters the spreader from one end, as from
a diversion, select the appropriate length, width, and depth of the spreader from
Table 6.40a.
Construct a 20-ft transition section in the diversion channel so the width of the
diversion will smoothly meet the width of the spreader to ensure uniform
outflow.
Design Flow Entrance Width Depth End Width Length
cis ----minimum dimension In feet---
0-10 10 0.5 3 10
10-20 16 o.6 3 20
20.30 24 0.7 3 30
6.40.1
0
Level Spreader (not to scale)
Vegetated ?";?"' Transition
diversion ???"a': ?? ?' ''":; to 0 grade
nl • 416•"+- _;? ?? '?Jr.` w• M
vill"
P ' i^?• r1"'1," '?w1?.7? wrlrrMwJ? !. "a ?l• `^ ?N ',
0 ?Kl 01
?yr•w •«b W ,?
,.`;,`S; 41!?`?,x,?"a,? \.,??•+ ?? ?? ?? `.."" •' ?"" a''Y'?rA Stabilized
A?• slope
%44 L/ .+? l` J 4..J.
11
Stable .J ?, k.r• u,•. ?? / a4 ,a• M\l
undisturbed o. A' ''. ;. .?..
outlet , 1 ,?1• 1" ( ll, u.. 4?. 1i?. \ I? 4. 1?• ..Il,.\U'
"to All.
I wl
N At' J,
Jill Via(
k•• ?,• ?• ?I ? • a 1 ? ' SI ? • Ir.. wl l•
Figure 6.40a Level spreader is designed to disperse small volumes of concentrated flow across stable slopes.
Grade-The grade of the last 20 feet of the diversion channel should provide
a smooth transition from channel grade to level at the spreader. The grade of the
spreader should be 0%.
Spreader lip-Construct the level lip on undisturbed soil to uniform height and
zero grade over the length of the spreader. Protect it with an erosion-resistant
material, such as fiberglass matting, to prevent erosion and allow vegetation to
become established.
Outlet area-The outlet disposal area must be generally smooth and
well-vegetated with a maximum slope of 10%.
Vegetate all disturbed areas.
Construction 1. The matting should be a minimum of 4 ft wide extending 6 inches over the
Specifications lip and buried 6 inches deep in a vertical trench on the lower edge. The upper
edge should butt against smoothly cut sod and be securely held in place with
closely spaced heavy duty wire staples at least 12 inches long.
2. Ensure that the spreader lip is level for uniform spreading of storm runoff.
3. Construct the level spreader on undisturbed soil (not on fill).
4. Construct a 20-ft transition section from the diversion channel to blend
smoothly to the width and depth of the spreader.
6.40.2
Practice Standards and Specifications

Cross Section
Material
stapled in
place
Level lip _I
of spreader _? ( I
Buried"
6,, min =
Figure 6.40b Detail of level spreader cross section.
5. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smooth to keep flow from con-
centrating.
6. Immediately after its construction, appropriately seed and mulch the entire
• disturbed area of the spreader.
Maintenance Inspect level spreaders after every rainfall until vegetation is established, and
promptly make needed repairs. After the area has been stabilized, make peri-
odic inspections and keep vegetation in a healthy, vigorous condition.
References Surface Stabilization
6.10, Temporary Seeding
6.11, Permanent Seeding
Runoff Control Measures
6.20, Temporary Diversions
6.21, Permanent Diversions
6.40.3
1
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
New Covenant Life Baptist Church
Post Office Box 538
Knightdale, NC 27545
Dear Sirs:
1 IN Cahn ? FAA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 19, 2001
DWQ # 010486
Wake County
On March 28, 2001 the Division of Water Quality (DWQ) was notified by receipt
of your applications regarding your plan to fill of stream channels for the purpose of
constructing a road crossing for the church in Wake County. Approval from DWQ is
required to disturb this stream. A fee of $200.00 for the 401 Certification is required
before we can process this application. Also please discuss why this crossing is needed.
Please call me at [phone] if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as
incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this
application will begin when this information is received. If we do not hear from you by
writing within three (3) weeks we will assume you no longer want to pursue the project
and will consider it withdrawn.
Sinc IV,
I
hn R. Dorney
'Cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
File Copy
Central Files
Mike Burden; M. T. Burden Engineering
r
Wetlands/401 Unit • 4401 Reedy Creek Road • Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
l°"~u ~ _ _ . ~r ~
c H NORt LINE N TABL CURVE TABLE LIE E
sMl~ $ 18 to 24 ~f ~ NATURAL LINE DIRECTION DISTANCE CURVE LENGTH RADIUS TANGENT DELTA CHARD BEARING CHARD
~ ~ 2 MIN. LINE DIRECT] o COMPACTEO GROUND 5 '~a ` ° LS S31°53'01 LS S31°53'09"W 34,00' C1 60,85` 67,30' 32,68' 51'48'26' N54°5756"E 56,80'
~ ~6' ~ SOSL ~ ~ L2 N70'46'S~ 4 L2 N70'46'S2'W 3293' C2 40,86' 71,44' 2L0]' 32°4b'04' 586°22'04'E 40,30' NORTH
SRS ~ -11~~/ ~ ~l~ ~1 L3 S01°55'0; a ~ 2 2 ~ ~ L3 S01°55'05'E 70,54' G3 39,00' 67,90' 20,06' 32°54'35" N85°38'26'W 38,4T
~ tai $ ~~i~ ~ ~ SITE I. GRAPHIC SCALE
~ ~ ~ E%I5f, f'RNATE ORNE ~t ~t 40 0 20 40 80 180
MAXIMUM SLOPE
NATURAL
GROUND Temporary Dlverslon Dltch ( IN FEET )
f NO SCALE 1 ~o 1 inch = 40 ft,
TEMPORARY CHECK DAM
~o
Pa RIP•RAP VELOCITY DISSIPATOR
~2- 36" RCP LEVEL , APRON LENGTH: 5' LEVEL SPREADER .APRON WIDTH: 4'
° 'L:44' S:I% ~ QIQ:O.. OIQ:0.20CFS USE 3 OIA, STONE, 12 THICK
ENTRAP -:INV. IN : 244.f9 ENTRANCE WIDTH:10
V. T: LENGTI IN OU 243.75 END WI LENGTH: 10~
VICINITY MAP DEPTH END WIDTH:3~ 15°RCP DEPTH : 0, 5~ L:52~, S: I%
INV. IN :260.72
INV. OUT: 260. ZO
DRAINAGE AREA= 46 AC. C: 0.40 R,
TIME OF CONCENTRATION:13 MIN,
I10:5.57IN/FR,I25:6.44 IN/HR, ,
f100:7.631N/HR c'6 C/L EXISTING PAVEMENT ~ STA, 10+00 NEW DRIVE
QKk103 CFS 025: I f9 CFS LDT 41 f
0100:141 CFS _ '0
F~ - ~ ~S EXI T, CABLE TV PED ~s~ 0 - MFG DRAINAGE AREA: 4 A l 0. 8 C. CABLE TV)PEDE AL ~ f , USE C: L0 Ip:7.22 IN/HR.
~ r \ ._..250 r - F C \ EXIST. 15" RCP , / NP 410: 3.5 CF
9,~ A,P / / r ~ S Canstruciion Sequence nn M '1"j 1 O 25:4.0 CFS 1. Obtain approval from North CaroFino Division of Water
9 ~ ~1J Lq ` I ~ or J / t W ~ r r i in 4 \ Ouolity fo channel and Neuse Buffe mpocts. Obta ` ~n
EXIST, SAN, MANHULE ~ tiF F \ / i d d \ S[~ r driveway permit from NCDOT. Grading permit not required r ~ 'C ~ for disturbances less than 1 acre. ~'x
~f ~ ~ ~ ~ o f ~ \ r ~ N Ol - ` ~ 2. InstaN gravel construction pad, temporary \ \ ~ ~ i n iR fencin °nd ediment basins / ~ ~ v \ ~1 divers o s, s g s
F,p f ~ tiF ~ \ ( ` ~ as shown on the plan. Clear only as necessary. \ w ~ O to install these devices.
LOT IDO w 1 ~ I/ 1 I d ~ ~ 6, ~ ~ ~ 3. Begin clearing and grubbing.
~ 72 ~ ~ ~ l 34' 1 n ~ / F I ~ a~ I ~ \ ~ i h i 4. Maintain dev ces as needed. Roug grade s te. ~ ~ 5. lnsiall storm sewer and protect inlets with siH fencing,
LOT 99 D~tCH N - ~ I i ~EIP ~ ~ ~ „ tic.,-; im n tr or a h r o r ved measures as shown p \ sed' e t ops t o pp o ~ E G\ \ fdf ~ on the plan. Continue with construction.
.3~0 a X79/ 'L. ~ ra VEt- \ \ t f ~ fi. Stabilize site as areos are brought up to finish grade A °o \ \ ~ a ~ ~ with ve etation, pavi ,etc.
t `w~ o _ / 6D 20 D 20 ~ ~ \ L ~a ~ g ~ 10 6 ^ ~ ~ \ \ \ ~fM ly 7. When construction is complete and all areas are
END NEW GRAVEL DRIVE a C ~ pR6 W AT STA. 13+85.56, 30' 4~ O, °OZ 3 ~ i- ^ \ f fH stabilized completely, remove temporary diversions, sift °02" 3 \ \ \ \ df \r 6 fencin ,sediment tr° s, etc., and seed out or pave any \ ~ f 0 9 P
EI NG - ~ o ~ 0, ~ 1~, ,y t7 \ ~ ~ \ OFA result'urg bore areas. \9~ \ \ \ \ f
IS11NG UNPAVED PARKI / ~ ~2- ,W EX ~ ~ ~ ~ \ \ \ \ 'yf',y TEMPORARY \ ~r
S85'38 4z 1 \ \ ~ \ ~ \ DIVERSION \
4 .84' / / / 32 , ~ / / EI i ~rY ~ _ i \ \ DITCH \ °frc \ ~ \ ~ ti ~ \
/ ~ u rc C ~ \ \ \ R _
~ l ~ l ~ ~ 1 \ \ \ \ ~W \ \
G ~ ~ / ~ 1 \ \ ~ Seedbed Preparatbn \ 1. Chisel compacted areas and spread iopsal 3 inches deep
XIS DIN \ \ over adverse soil conditions, if available.
B~I~ ~ / ~ ~ / ~ ~ ~ ~ I \ ' 2. Rip the entire area to 6 inch depth. \ \ 3. Remove all loose rock, roots, and o#her obstructions leaving
/ ~ 1 ~ / ~ ~ ~ surface reasonably smooth and un'rform. , N 4. Apply agricuNurol lime, fertilizer, and superphosphate uniformly
/ ( and mix with soil (see below t). / I 5. Continue tillage until o weN-pulverized, firm, reasonably uniform
~ ~ J - / I / / / ~ ~ w / I swwdbed is prepared 4 to 6 inches deep. 6. Seed on o freshly prepared seedbed and cover seed lightly wish
~ ~ I 1 / ~ ~ ~ 2 I seeding equipment or cuftipack after seeding.
h / ~ i/ 7. Mulch immed'wtely sfter seeding and anchor mulch. / 8. Inspect all ceded areas and make necessary repairs or reseedings
yo ~ , ~ Z ~ / I within the pbnting season, if possible. ff stood should be over 80X damaged, reestablish following original Tune, itrtifizer and
z ~ - ~ I ~ ~ _ ~ see~i~nq rotes. 9. Consulf Comervetlon in3pect°r on maintenance tre°tment on ferliGmtio
~ o ~ F ~ after permanent cover is e~iai :;-hed. ~
~ _ ~ ~ o PoP-RAP 1IELOCITY DI AP VELOCITY DISSIPATOR ti
TDP OF BANK i ti APRON LENGTH: 30' * Apply: Agricultural Limestone: 2 Tons/Acre N LENGTH: 30 Fertilizer: 1D-10-10 Morysis of 800-1000 Ibs/Acre
i APRON WIC3TH :12' N WIC3TH :12~ Superphosphate: 500 lbs./Acre of 20X Malysis Superphosphate
EXISTING DITCH IS SUBJECT TQ 50' NEUSE RIPARIAN BUFFER, usE 13"DIA.sTONE, 13`~D?A.STONE 24~~THICK Mulch: 2 tons (Approx. 80 Bales) SmoO Grain Straw/Acre Mchor: Tack with Liquid Asphalt of 400 golkms/ocre or Emulsified Asphalt at 300 galbns/Acre.
LOT 98 TDP DF ANK
TEMPORARY CHECK C ~RARY CHECK DAM
USE 13"~DIA. STONE' 13~~~DIA. STONE
EIP ~
S~~ ~~~9 5 SEEDING SCHEDULE
Shoulders, Side Ditches, slopes (Max. 3:1)
DATE TYPE PLANTING RATES
Aug 15-Novi Tall Fescue 300 Ibs./acre
Nov. 1-Mar 1 Toll Fescue 300 Ibs./acre _ _ _ & Abruzzi Rye 25 Ibs./acre
" ' Mar 1-Apr 15 Tall Fescue 300 Ibs./ocre Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs./acre
s 1 Jul #-Aug 15 Tall Fescue and 120 Ibs./ocre
I I ~ ~ "•Browntop Millet 35 Ibs,/acre 7) Zp p~tV~i 'r+'ror Sorghum-Sudan Hybrids 30 Ibs./ocre
~ VET- 17 G~
Sbpes (3:1 io 2:1)
II Mar 1-June 1 Sericea Lespedezo (scarified) 50 Ibs./acre Il fro, mar 1-Apr 15 Add Tall Fescue 120 Ibs./acre
I(a / ~ \ Mar 1-Jun 30 or Add Weeping Lovegrass 10 Ibs./acre 1~ l M°r 1-Jun 30 0~ Add Hulled Common Bermudagross 25 Ibs./ocre
~ EIP _ - Level Spreader (not to scale) 11 Al Jun i-Sep 1 'Toll Fescue and 120 Ibs./acre
do= "'&owntop Millet 35 Ibs./acre •'•or Sorghum-Sudan Hybrids 30 Ibs./ocre
3• Sep 1-Mart Sericea Lespedeza (unhulle-unscarified) 70 Ibs./ocre II and toll Fescue 120 floc./acre
y~;"~•• ~ ~ ~"'",.~~;w.,:;~„.w,. °Transition I ~ (Nov 1-Mar i) Add Abruzzi Rye 2S'Ibs./ocre
A STONE DIA.~ Vegetated a.•, b' 4;,~`"~.; , . A _ ?t~i r~ ~ n,n ,o. d : ~ diversion 'u:~" o-~,•r~ to0grade N u• Consult ConservaCwn Engineer or Soil Conservation Service for Additions;
~ _ ~ u, ~+I4 .Ai..'"~~P ~ ah y~ •""1I d,~\ Aytl.~ d. A•• information concerning other alternatives for vegetation of denuded areos.
~ttµ~;;,ly~ ~ y~\ . ,y. ` y do- b ttSEE APPROPRIATE SCHEDULE idi~• .u„y",. ti ~,..2 y, yi. 1~ il~ '~I" bd• G ~E The above vegetation rates ore those which do well under local conditions; ~ ocher seedin rote combinations ore ossible. °w. 9 P
FOR pgAENSIONS "IYt1, M,,,!~e,,.,~ ~ .t d' a yl~ , N,, \b`' ~ PLAN VIEW ~y aT'd pw~ w~ 1,".'b,~•~/"'-~ ,0• `"1'~~ w a~"
_ _ '''Temporary -Reseed according to optimum season far desired permanent vegetatron. Oo nok allow temporary cover to grow over 12 m height before
,,~M „N, Y~.~~p' ry;,r~,1~`"';j,.. ~ „I ~ ~~1• Staff • '^'1' StabIIlZeCI mowing, otherwise fescue may be shaded out. ,»+y~ • slope
r#~'~»~^,,,,~' • a. ,,a w?. / ~ slop r••
d Stable a• , ~u, ,S, ,°t.,
ItAwM.)r,prar~a4aNrfOowad~oara undisturbed lw 'il ,d,, ~ .N, d1o~ ~ ,Jw \ , ~ L ~ ECTION A-A " fTrathedttor aatarial. I t may, I, ~ II, U,, tiµ, ~ yv. >v,,•
S 4I.tiIi bdliai OUt e NOTES (I) Ir13fim~tlMmoxlnwm ~toeldgMlM \vllr kl~ I` I` ~ ,~n.~ 6i I, +~"•a'° •.a... 1~
TYPE A-PIPE OUTLET TO 17.AT AiiEAWITH ND - y,~ w>!~ man s I~w , w,l'~ M1S,, MJ~, r~ ~ ~ W '~w. DEFINED CHANNEL ~r~ Y4~ ~ ~u, u.• ~
l21 It+I` oboes macimam taihwtK a top of . ~ ~ w f~ biP ~ h„ k`r' ` uN,
ehowlbaeklrNCMvpi111wI. Nu.~~' ,"~t~ r~' 11,E ~I,. V~(~, 4u1( ..1~.. ,So.. ~ 1, ~`I• 1 M' ,~I„ Sh, wll`
(3)Lo'LonptAof npmpapron. ~N ~ HI~• t
l.. k DENUDED AREA=0.60 AC.
e e
do do" _
Lo: ross Section
dt . C
PLAN VIEW STONE DIA,= d~
L. terial Variable +k SEE APPROPRIATE SCHEDULE Ma PROPOSED DRIVE
DIMENSIONS Stapled In
I FoR ~I,F,~• = 252- ~ 4 place g " ~ - - -.._.I SAL [\lEW COVENA T FIFE SHEET N Date: 3/20/01
min I ~ CA a• Rot a - BAPTIST CHURCH -l ~ i
iH stone dial!", praW~ Wotafil~ wdwliaer or I SECTION B-B I) ~ I I____. II~ ~"(min.){E6TrwMdrtorobeddinpnwtwid. - III1=111' --1 I' - I ~ ~ , 11 4 9 Scale: 1 =40 NEW DRIVEWAY
_ - ~ ~Mn cueaTdat - , f1--11i1 _ ~I~ll-==~T(= i ~illl.•-1~ I~PI 11 ~1~~_~ll II I f -III Jo. o~.
I 'I rrre n-nre VU iLcI IV ..«L_-L,~..- Level lip ~ Jill I(I I, j1qr v
of spreader= IIII~ (II~IIII=~I~~ MARKS CREEK TWSP. WAKE CO. N.C. 18065 Drn. By: MTB a. OF
4 : M. T. BURDEN ENGINEERING, PLLC Chkd. BY: MTB
CULVERT OUTLET PROTECTION Buried 6° min
-no SCALE- Field Bk: 107 SALEM TOWNE CT. APEX, N.C. 27502
3~ Date Revision By PHONE: [phone] FAX: [phone]

/-.r-
d13

CURVE TABLE LINE TABLE
T NCE CURVE LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LINE DIRECTION DIS A ~ 67.30' 32b8' 51'48'26` N54.5T56'E 58.80'
Ll S31'S3'09'W 34,00' Cl 60.85 C2 40.86' 71.44' 21.01' 32'46'04' S86.22'04'E 40.30'
L2 N70 46 52'W 3293'
• ' 5'E 70,54' C3 39.00' 67,90' 2Q06' 32.54'35' NBS'38'26'W 38.4T L3 SO155 0 , d13
Z_
0
~~d
d~ 1
I o~ ~
• I ~ / ~ ° ~ _ ~ I I •LS~
~ I , r ( I - GRAPHIC SCALE ~g Ny
~ ~ ~ I ,y 1 \ ~ ~ ~ - ~rYb I~bdl 50 0 25 50 100 104
g~a ~3S ~ dal aaN ,
o~? _ OS 4 h 1 1~3
'0 ~ ~ ~ ~ / y ~ \ \ ~ ~ 1 ~ rgns i ~ _ - SI N~ IN FEET lIa c ~
br \ ~ \ ~ ~ / ~ \ ~ ~ \ ~ i "L, `C\ ~ ~ I ~ ( ~ 4 ~~I1 S 1 inch = 50 it~ ^i osz IX~
~ \ ~ I l ~ d ~ ~ v I ~ ~
~ v \ ~ ~ I I 2-3~ RCP " l ~ ~ ~ ~ _ ~
~
- ~ ~ A ~ / I I P. ~ \ ~ i - ~ ' e6 tp7 i ,-~i
~ ~9 \ 'cl 1 ~ , r
P F / ~ F i3nv boa a3 oad ~ ~ ~ ~ . ~NIQlIf1S
~ / ~ r / / / y ~ - ~ / ~NIlSIX3
ti ~s ~ ~ j J + ~ ~ 3 ,o ~ - ~C
A `~1
. ~ A3 A ~ ~ y I ,OE J N ~ I ~ ( .z t rti ~l ' I - ~ I
3 r cY TOBr2 .01 / ~ ~Naadd Q3gy~ ,b8~~b
3W3nbd ~ OO+pI b rti N TOB.-250.20 ~ / dl ~ do NIISIX3 ~ ~ ~ I __3 / ~ 3~I 9SS8.Et , 9NI1SIX3 M.~ ~ b,8 d13~ dd 13,~yd~ M3NS lb ~.sBS
~ ~ZL'b~ ~ QN3
~e 3Q3d~ J ~ TA.B.-250.36) ~ 4 1 3 C ~ ~ ~ ~ ~ --~~=9£l6[N
x3 ~ , I d 1~
~ ~ , a9 ~ ~ ~ ~ ` d ~ 1 aP r
15 RC d' Ib d~a ,sl ~ ~~a ~ P~ ~
lQ~ 1SIx,1 7 \ ry P ~ ~ OOI1 41x3 7~~Z 3)pHNy p~ '
~I ~y N Ndg '1Six dyr 3 65 10
~~'r 0 ?
PVI STA = 10+64,08
PVI EtnEV = 261,95
N A,D. _ -5,50
K = 9,10
° I I ,
vc so,oo o~°~~,
°~N°o~ o°
~ m N o LAW PAINT ELEV = 250,75 ° N > `0 + ~ N T 7A = 12+51,62
N ° N ° LtIW PAIN S
~ aa. PVI STA = 12+50 aw ~ > >
~ w w w ¢ W Q~ PVI ELEV ~ 248.U4 E'-= N ? J F- J ~ W In
. J w ~ W A.D. - 14,69 !n
z ` ~ a. U U ~ K = 10,21 ~U Ao > > > > + M
W w d n. a. o_ 265 ~ 265
C
1 0.0 M~ N
41 Y ~ ~ u~ ~ ~ M I X In ~'j W N
~ u~ N u~ \ + N + N N ~ ~ + N ~
r, ~ ~ ~ M ~ .260
260 15 RCP \ ¢ w ¢ w W J
I- J t- J ~ ~ W N W t- J W Vi W
~S U U FlN1SH D GC -GRADE i- f-' '
~oy > > > > ~ ~ /.I~ d d
255 255 ~ -
. EXISTIN CIL RARE \
~ ~ i
250 - a H 100- 2 z50 -H 100= 2 9.36
245 245 i
2 -36'~ RCP
INU I =244.19
240 240
J ~ ~ N ~ ~ ° M o ~ ~ o ~ ~ ~ m m m ~ ~ m
U W N N .-i p~ f` In M N O ri r; (h (n ~p ~0 ~D U1 U7 In N In N N N ~ N N ri ~i ~ In N N
N N N N N N N N N N
W L7
10+00' 11+00 12+00 13+00 00 14+00
I PROPOSED DR VE
SHEET
SEAL Date: 3 2001 NEW COVENANT LIFE
CA 1 =50 HOR. e ~o ..p BAPTIST CHURCH ~,ap~ ,.....,,t~ Scale: ,
~_c~cls~~~ _ _ 1 =5 VER.
{rt `..a. e
V MARKS CREEK TWSP. WAKE CO. N.C. Drn. By: MTB OF
18065 M PLLC M. T. BURDEN ENGINEERING, INt
Chkd. BY: MTB
y C .'*0001'00 ~ 107 SALEM TOWNE CT. APEX N.C. 27502
16 gig, !~i Field Bk: 303-3710 FAX: [phone]
Date Revision B PHONE; (919) Y

PIPE DIA.
. WIRES V HWY Yy ao
54' MIN. MIN. 12 1/2 GA '4RWQLF ?77 T~ S ?77 a 00 SUpP~Y O
I STEEL OR WOOD PAST ~p UPPC Y
WIRE FABRIC
o ~ g ~ FILTER FABRIC /
. o ~r • JJJ j f ~ R~ v /JJJ~u ~JJJ.~JI RIPRAP n 0-)
N : • W W W ROAD STONE ~ x ~ it (D LF)
' ~ U ..~~1;ONT1NUE5„ . o ~ ~ a ~ N ~ o I
n ~ ~ N _ ~ i 400 N
0 rmi _ ~ z ~ OP`r; ~ .R. 1102 p 0 w o
PLAN cQ'
v ~ ~ ~ COMPACTED BACKFILL ' FILTER FABRIC
U ~ EXISTING GROUND LINE TYPICAL CONC. SI 5010 00 X
15't 35't P~ ~ _ ~ FLARED END ~~i SECTION W i- Q
„ ~ / N32'4815 E TE,WFORAR~r coh~~P~„r~nnN ~ INTRACO N - ASTAL M wATERwA Y W w Ld LL-
fi1.61~ 4~ ~ V ENTRANCE -SEE DETAIL ~ IsoMETRIC vIE1+Y
Q T~ ~ ,`0 S EL sTEEL POST OAK ISLAND ISLAND z F-
Z P POST wDaD POST ALTERNATE; IN LIEU OF BURYING SKIRT, 6"
? ONE ~ ~ ~ f4 ST POST AP A I ITY M VIC N ~3 WASHED STONE MAY BE USED A Y MAP -00
o ~ ~ s~. S55U11 14 E 0~, TO ANCHOR SKIRT NOT TO SCALE SCALE I- z
~ ERAL NOTES: ~ , . GEN SECTION 52.88 g ~ S), IMUM OF 32" IN vuli ul OF 32" IN VdOTH AND SHALL
i .G~,i . .s. • ~ ~ " FENCE FABRIC SHALL BE A MIN 'y, N504813 E HAVE A MINIMUM OF 6 UNE WIRES WITH 12" STAY WITH 12" STAY SPACING. MAINTENANCE NOTES: GENERAL NOTES: zo z co
- 60,26 FILTER FABRIC SHALL BE MIRAFl 100 OR EQUIVALEI ~0 OR EQUIVALENT AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL ~ c D HAZARD ZONE °A" WITH NO BASE W ~ F I
CE ALL BE A MINIMUM of 3fi IN WIDTH. AN SH TR N TIO C TR S 0 C RY PORA TE BURLAP CAN NOT BE USED WHERE SILT FENCE IS DTN. AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS r~ ~ W 1. PROPERTY IS LOCATED IN FLOOD HAZARD ZC SILT FENCE IS TO REMAIN FOR {ALL BE MADE IMMEDIATELY. ELEVATION. FIRM COMMUNITY No. 370295, P lo. 370295, PANEL No. 0360 E, 4/91. CD N
A PERIOD OF MORE THAN 30 DAYS. NOT TO SCALE ~ SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE ENO 2, TRACT TOTAL: 32.57 ACRES Z z
STEEL POSTS SHALL BE 3 0 IN HIGHT AND BE C LIGHT AND BE OF THE OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE PTT.Y 3. ZONING: R-7500 _ FABRIC SHALL 8E REPLACED PROM
~ S8 pW f SELF-FASTENER ANGLE STEEL TYPE. ~ 5g W000 PASTS SHALL 8E 6 TO 7 FEET IN HEIGHT A IN HEIGHT AND 3 TO 4 INCHES SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST IPE ~ 4. MINIMUM LOT SIZE REQUIRED: 15,000SF ET S@IMENT DEPOSITS do P 5, OOOSF r-
~ 62,85 i 9~' \ IN DIAMETER. WIRE FABRIC SHALL 8E FASTENED TI 3E FASTENED TO WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. la a APRON LENGTH MINIMUM LOT SIZE PROPOSED: 24,088 SF (.F " BE REMOVED " 24,088 SF (.55 AC.) O FS FOR LOTS LESS THAN ONE ACRE CV 0-)
i ~ NC GRID CO~DINATES WpppEN POST WITH NOT LESS THAN ~9 WIRE STAI ~ 1p . I \ Y N=fi7,692.04 SILT FENCES SHALL BE INSTALLED AROUNp ALL Ci N ~9 WIRE STAPLES 1 1/2 LONG. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER W a APRON WIDTH 5. MINIMUM SETBACK REQUIREMENTS FOR LOTS AROUND ALL GATGH BASINS. BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING 3 X PIPE b MIN FRONT: 25LF
~ c~v~ \ X E=2,273,856.85' SILT FENCES SHALL BE PROVIDED A5 NECESSARY 45 NECESSARY TO PREVENT GRADE, PREPARED ANO CEDED. d =APRON DEPTH PLAN BACK: 20LF
~ ~j I oo EXCESSIVE ERASION. / N CO \ ~ ~I ~ ~I II ~ 51DE: 7,5LF
O~ ti I ~ \ E MAX. HEIGHT: 4~ FT N FE SIL ARY R P M E
t 31 , N _ I \ La 6. ALL INTERIOR ROADWAYS WILL BE PRIVATE. NOT TO SCALE 3E PRIVATE.
2 211 SF ~ wEee ~ , I ~ 7. PROPOSED UTILITIES INCLUDE: FLOW INDIVIDUAL WATER AND SEPTIC SERVICE AS SERVICE AS APPROVED BY
MAP BOOK: P PAGE: 391 ~,<v Lot 30 \ BRUNSWICK COUNTY HEALTH DEPARTi`AENT. :PARTMENT.
r,~ 39888 SF \ a Ili~l~il
I I I III- II I I _ - 8. WETLAND BOUNDARY DENOTED; _ = I III I II WETLANDS WERE DETERMINED TO BE ISOLAI TO BE ISOLATED AND OUTSIDE
Q ~~0~ ry ~ 9 ry 12 \ ;IIIIl~,111.,,, - - - NGINEER' JURISIDICTION OF THE CORPS OF E OF ENGINEERS, PER ALAN DAVIS, USACE
~ ~ ~ ~ 5,gg ~0 0 ~ m~ d 9. STORMWATER FLOW INDICATED:
a• • fi 5g ~ ~L SECTION A-A , 10. ALL CUL-DE-SACS TO BE 50.0 RADIUS d;;moo, RADIUS
Lot 32 ° ~ ~ • ~ .a , FILTER FABRIC 11. BRUNSWICK COUNTY TAX PARCEL NUMBER: EL NUMBER: 0000 2360 0 003 05
23782 SF ~ a~92 , ~~~4s \ 2 A,~ FRAME, GRATE & HOOD GRADED, BUT CLEANED OF VEGETATIVE zE
B 12. EXISTING DITCH TO REMAIN AS GRADED, BUl N.c.D.o.T. sTD. ~a4o.03 CULVERT PROTECTION DEBRIS.
~ c. ~ d CO
lot ,25 \ 2 (P a' ~ r51. ~ r r4'~ I9 0 ~ 28759 SF `x: 6ACK OF C
~ ~ ~ BACK OF CURB _ N U CTI SE ND DE RE LA TF PA RA N RIP
Q ~ o. IMPERVIOUS SUR NOT TO SCALE "ACES:`
16 h~ ~ 3 ~ ~ti 9 Y N T~ ! g2 ~ 0 R ROADS = ~ = 1.7 co.
~ LV t 33 v. ' j ~ ~ _ = M7 N , N N N 6 2 -2 • ~ 6 38 LOTS ®7000 sf,/lot - I Clot - 6.1 ac.
~ Lot 26 N 26039 SF o o ~S+ OUTLET PROTECTION
~ ~ Lot 24 3,2181 SF ~ ~ ~ 9 ? MENSIONS - ' SEE APPROPRIATE SCHEDULE FOR [X TOTAL - TOTAL = 7.8 ac.
o ~ 31704 SF ~ _ _ _ - ~ - - - - - a fs the len th of the ri rop apron. FES ~1 ~ 1' L 9 P TOTAL PROJECT AREA = 32.5; 1REA = 32.57 cc. C;d
r5 cQ~ ~ 2, 6 ~ W W ~ ~b ~ I 2, d = 1.5 times the maximum stone diameter but do = 1 B° da - 18 do = 24 N not less than 6"
45' R 2 ~r a ~ N 1 5~ ~ - I i ~ G \ N _ F~ 8 La = B' Lca = 8' La = 12' N 3. A filter blanket or filter fabric should be
(FU TUR s RCp G I E) ~ #j ® o P ~ m W-6N W-6' W-6' REA I oll foundation. _ _ N _ " IMPERVIOUS A 100) • . Iled between the rI ra ands d _ g d - 18 ~ \REA (100) - %
153.9' ~w •8~ "v ~y, ~ M iv .(E © ti~ a 3 0 M iv Insta P P d- 9 TOTAL AREA ~-0 - _ _ X S A Class A Class B Clas -
~r 1 "s~ ~!Z` ti \
ARE r ~ ~ ~ ~ ~ s ~ 7.a aC. SECTION Y (too) - za.o (100) = 24.0 % O
/ \ s. ARE VI _ P 0 ~ ~ 32.57 ac.
Lot ~ qRE ~ti / 9~ ~
i Lot 27 / qR ~ 24120 S eq ~ ,24611 SF / N j R r
DISTURBED AREA = 4.i ~ 4REA; = 4.1 cc. w~
16 ~ ~ ~ 24LF 18 RCP ~ .4% ~ 9.BS i Lat 23 ~ ~ ~
4611 SF t~ ~ / # 1 Y 2 ~ D ASSOCIATES ~ /~Pti cP. z ry >00 fy 00 0 04
SOUTHWIN . \ / ~ PLAN 61 :.t~~. o s PLAN 0 100 200 200 300 CD U ~p
~ Lat 35 ~ I ~62 ~ N LOt .29 \ FUTURE DEVELOPMENT I / 2 / ~ M ! N " 15.0' ==MEN 0 DWZ~
24364 SF ~ ; 12 ~ ' e ~ 33406 SF SOUTH POINTE ~ CpM ~ / /Q ~ 6 3 -0 6
P S ~ CE ~o ~ 0 Lot .28 I Q Q 161.62• W 9 C) \ ~ z _ SCALE IN FEET I ~ U °wz~
195. ~ w,w ~ . o.:.:.: ~ ~ 30143 SF ~ LEGEN D WYpr~
4i Q 2 ~ NOT TO SCALE ' TO SCALE N O -i CD O
• Lot 3 ~ ~ ~ Lot 22 163.35 ~ PIPE
. z4o8g sF 1 ~ ~ 27174 SF AREA U i , 5' ~ ~ INDICATES COMMUNITY ARE /i\/ / / MMUNITY AREAS 00 z z o! O 5
E A III 4' ~ \ , ~i
A rev N, ~ 8 ~ PVC PIPE \ Q,• 171. ~ 5EE SEC?lON A-A Lot 15 . ° INDICATES JURISDICTIONAL 0 00 3: ?ISDICTIONAL WETLANDS
a• I ~ RIPRAP PROTECTION ~ ~ v `o / ~ DELINEATED BY LAN~7 MAN S CTION X / ~ 'Y LANO MANAGEMENT" CORP. L.J._
m . RLA.---~- So 36541 SF \ ~ ~ A-" 111 8j, `v', ~ E , (n w
E ~ o~ PR 64 ~5 \ ~ EXCAVATE BELOW DITCH PROFILE T4 FORM SEDIMENT BASIN DRAINAGE SWALE - V J Z
o Lot 37 .33 I Lot 21 \ \ FILTER TAPER BACK TO STANDARD ~
2 ~ ~ z. ,24854 SF 26921 SF ,o, w Lot 16 ~ N ~ \ , FABPoC °O LE IN 80LF SWALE PROFI RIPRAP. r~ PIPE o O o
N; ~ ~ n a 36370 SF \ 5i. ~ 90 Lot 14 OUTLET
r3 _ ~ I 78 , 8 'li 9~ \ c~ CK DAM 1 RO ry Cn
~ 'D 9' ~ 3 2 SF ~ ~ ~ ~ \ M~ ~ 9 88 PROJECT BOUNDARY NOT TO SCALE w
t 38 Q ~ D 66~ , ° La w m Lot 19 ~ S o \
12 SF Q ~ = ~ 57 SF ~ F ° ,275 I La 20 338 ~ 9 ~ ~ \
5~ ~ 32 SF F Lot 17 zl \ 10
NP A b~ ~ o. N 1r • ~ 3. / ' ~ F 29242 SF .EXISTING CONTOUR LINE
~ ~ / Z~, ~ ~ o + ~ Lot 13
WIRE FENCE AND BOLE e' 5' 12' 3• FILTER FABRIC -
~ ~t\~ ~ _ ~ / _ . _ I 31037 SF \ pROpaSED CULVERT 0-- F~
9s.o~` _ 5 Lot 11~ f ~ ryry. / ~ POST(4 REQ'D.)
~ 95 ~ ~ ~ 24370 SF ~ w/FES 4'
~'r1 ~ aJ 2 ~ ~y e~ 3 g5 ~L`~ rph g `O 43~ , ~ N
.03 h'o ~~u \ s 1 ar.~' , - h 4s 4 , , ~
°i ~ 95. 5~~~,~ 6 0 , ~ X57 e e ~ PROPOSED SILT FENCE ~ STONE so o ~ ~ 3: r
rn' 0 82,34 ~ \ 2 ~ .F N ~ ~ ~ ~ ° ~ ~v GRAVEL _ I tit a~QB god i o°o ®~0 00 g® ~g
~ - A ~ ~ Re C.I. #3 r ~ ~ o SUBGRADE o a o 00 g o o
~ a - Lot 12 ~ ~ - - - F "4" R;,P 2 ~ Dy,~ , 4aL t v ~ ~ / ~ / g ~ ~ o ° R POSED CHECK DAM ~ z i o~~ o P O ~ \ c~ - r^ \ - r c 0°a~~ ~ ° 0 I-i . i ~ o ~ 0 0
c ~ ~ 9 s3 , @ .s~ 33131 SF ~
9 N ~ r FES ~3 F\ ~ ~i ~ ~ 1 sTa81f 9; , GJ \ ~ ~a ~ STORM DRAIN I- ~ / ~
o Lot 11 \ ~ ~ CAf~IA 7... ~ ~ ~ 5 ~ cn o, .O ~OHSERVATI ~ ~ / • • CATCH BASIN • • ~ PROPOSED ROAD HIGH POINT ~ ~ FILTER DINT X HP
~ 29979 SF ~ ~9• sEYBACK 6 o~ ~ ~ n~. ~ ~ 1.0 ~ ~ ! FABRIC X57 STONE
- U 0 9 Q ~ ~~,~y o 2;5 , 2 ~ ~ -0 RIP RAP
MIN MIN, 9" ROCK ~ PROPOSED CURB INLET W/ V/ o
9s - _ _ M _ 5g ~ M---- z'~ ~ ~ INLET PROTECTI
EqN HIGH - - ~ ~ ~ WAIF - , ~ 95` UNf ~ ~N ~ ~ ` S SECTION
~ ~ ~M ~ 1 5 DAM CROS ROCK
~Illc s~` ~ A ~ o ~ ~lllt ~ , t~ ~ ~ ~ ~ ~ ' ~ NOT TO SCALE DRAINAGE AREA BOUNDARIES RTES AREA III AREA IV
6 to ~ ~ ~ ~ TION CONTROL EDIMENTA INL T S CURB
~ ~ ~ r ~ ~Illl. ~ ~QJ4' q N NOT TO SCALE
.~1Vc slllc N8p• ~ s S1 ~ t~ ~
.~111~ ?8 ~1g,s~ ~ p O DENNIS DOYIE Z
X68 ~ ~ , MAP BOOK: 0 PAGE. 1 gS , ~ ~ ~ ~ VI
~ 8 d ~ ~ ~ ~ ~ ~ ~ Ar ~ 120.
L ~llc s2 ~ `~Tj 126 C I/V' .ililL , 30 ~ s PROPOSED 24LF B" PVC
CO ~lllc m ~ . ~ p EXISTING DIRT ROAD
Al ~ I- - _ , ~ RIPRAP PROTECTION TO BE ABANDONED
~T,~ N 4 ~'tjy YQ 18 O
~Y ~ rs s.ss. a ~ ~Ill~ , ~ 1d YEAR STORI 10 YEAR STORM WATER LEVEL
ER0610N CONTROL NOTESc ~ 3
L 8E IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ~ ~ z 1. ALL CONSTRUCTION SHAL ~ ~ - 5 --u,--- _ - = ~ EXISTING WATE EXISTING WATER LEVEL
2. SUFFIgENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO o ~ REAS ~ ~ RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED A ~lllc m 1 ~ . - \Ory i~ I
OSIVE AND STABLE WITHIN THIRTY (30} WORKING DAYS 4R 120 0 ~Illc SHALL BE HONER ~ L TiNG 12p CMP EXISTING DITCH - - - _ - - - - EXIS _
CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER. X111[. ~
3. CONSTRUCTION SEQUENCE: ~111~
A. INSTALL GRAVEL CONSTRUCTION ENTRANCE B. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS SUSCEPTABLE SECTION A-A s;o~
TO GULLYING AS NEEDED. 5:1 MIN, 5:1 MIN. POND CROSS-SECTION WITH SPILLWAY
C. COMPLETE GRADING AND ROADWAY AREAS. NOT TO SCALE V
D. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
4, LIME AND FERTILIZER: - PLY GROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE. GRASS LINED DITCH
LIME AP - AT 1000 ACRE. (BERMUDA GRASS) FERTILIZER -APPLY 10-10 10 " 5;1 MIN. 4 m 0
INCORPORATE 80TH LIME AND FERTILIZER INTO TOP 4 TO 6 OF SOIL. 5.1 MIN. NOT TO SCALE 4' 4' 4' 4' 4' 1-41
N PECTED 1 0 / / / EROSION AND SEDIMENT CONTROL PRACTICES TO BE I S / / \ \ \ ~ 5. MAINTENANCE: ALL \ \ \ \ \ \ \r D REPAIRS ~ \ ~ \ \ \
REVERY RUNOFF PRODUCING RAINFALL EVENT. NEEDE r\ \ \ \ / / WEEKLY AND AFTE / / / / 50 ACRE NITROGEN / / / / / I I m
I MEDIATELY. TOPDRESS TEMPORARY SEEDING WITH \ \ DE M WILL BE MA \ \ \ \ \ \ \\\r OVERSEED WITH \ \ \ \ IS NEEDED THROUGH THE FOLLOWING SUMMER. / / / / / / IN MARCH. IF COVER / / / / /
CRE KOBE LESPEDEZA. , 50#/A \r\ a V1 W C,--B"O PVC PIPE v I
6. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3} TO ONE {1).
7. EXISTING DITCH TO REMAIN AS GRADED, BUT TO BE CLEANED OF VEGETATIVE DEBRIS. WATER UALITY SWALES 1 AND 2 4 1z" 12" SECTION SECTION B-B
NOT TO SCALE
SPILLWAY CRO LLWAY CROSS-SECTION
0 1 1 /2" MIN. I-2 BITUMINOUS PAVEMENT NOT TO NOT TO SCALE
TEMPORARY SEEDING itl ~
RIGHT ~}F-WAY PROJECT JC-02- 97
AMOUNT TIME OF FERTILIZATION/10110 SF. / MAINTENANCE GRASS TYPE 1000 SF. SEEDING INITIAL / ~ co CL R
1-2 LBS. NOV. THRU JAN. ~5 LBS. 10-10-10 NA NA NA N ~ RYE CRAI o ~
C. 25 LBS. 10-10-10 NA NA NA d BROWNTOP MILLET 1-2 LBS. JANE THRU AU a a ~ °
3:1 MAX. SLOPE \ _ 4";~ FOOT (T 3:1 MAX. SLOPE ° ~ ^ I ~ '(YP. 1-1I4":t FOOT FOOT ( ) (TYP,
1 1/ I••~ ~ / i 'w 2 ~ / /
PERMANENT SEEDING / / ~ .r,~ •Y;t~•.• ~ ~ ~ ~ ~ / ~ \ \ ~ ~ ~ ~ TAKEf+ ~ ~ ~ \ \ \ \ \ ~ /\/y~~\~, /i /i. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ BOUNDARY NDARY TAKEN FROM MAP ENTITLED
T TIME OF FERTILIZATION/1000 SF. / \/~C AMQUN / MAINTENANCE ~ /\/j\//\/~//\//\//\/~// / / / / loco s~. sEEDINO INrnAI \/~/\\/~\r\\r\\ \ \ iii / r / ,r,~.r / / /i ~ ~ i\~~~\ ~ ~ \ \ ~ ~ \ \ \ COMPOSITE BOUT I~/i~?~?%/i~,.iF/iii/,i/ //mar APOSITE BOUNDARY SURVEY FOR
GRASS TYPE - %\/~\//v/Vj\/j\i,\/,\,\///~~~i;;],,l /T/~,~ EACH 4 B WEEKS AUC. -SEPT. \ / HWIND ASSO ~//,iii/i/i~/i~/i SOUT THWIND ASSOCIATES, INC."
APR. THRU JUNE 25 LBS. 10-10-10 MARCH -APRIL r\~\~,~\\,,~\,. BERMUDA. COMMON 1-Z 12 LBS. 10-10-14 1-2 LBS. N. 12 LBS. 10-10-10 ?/~/i~/T/~ 1 1 2" I-2 BIT. PVMT. 6 COMPACTED ABC PREPARED BY: B A / DARED BY: BONEY LAND SURVEYORS
fiA COMPACT fi COMPACTED ABC 5 CONCRETE CURB DETAIL L 5722 E. OAK ISLAND DRIVE LONG BEACH, NC 28465
SEPT. THRU OCT. 25 LBS. 10-10-10 F®. -MARCH MAY Jt OEC. SEPT. -OCT. FESCUE, TALL S-7 LBS. 12 LBS. 10-10-10 1/2 TO 1 LB. N. 12 IBS. 10 10-10 910-278-9415 (L-2798) DATE: 18 SEP 1999
(KENTUCKY 31) F®. THRU OCT. TYPE TYPICAL ROADWAY SECTION NOT TO SCALE s
SERICEA N4T TO SCALE
1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. -MARCH 1/2 TD 1 LB. N. LESPEDEZA (SLOPES)