19980967 Ver 1_COMPLETE FILE_19980925

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Pastor Phil Ange
Belvoir Free Will Baptist Church
3695 NC 33 W
Greenville, NC 27834
Dear Reverend Ange:
e?LA
NCDENR
DIVISION OF WATER QUALITY
June 28, 1999
Subject: Stormwater Management
Church Expansion
Pitt County, NC
DWQ# 980967
This Office is in receipt of the plans dated April 15, 1999 for the stormwater management
at the subject facility prepared on your behalf by Spruill & Associates, Inc. and submitted to the
Division. Staff from the Wetlands Unit reviewed the plans and have determined that additional
detail is necessary to show that the runoff from proposed parking lot and buildings (or the runoff
from an equivalent amount of buildings and parking lots) will enter the remaining wetlands as
sheet flow and will subsequently be dispersed throughout the remaining wetlands. Also, the invert
of the proposed culvert under the proposed entrance may need to be raised to ensure that wetland
hydrology is maintained in the small section of remaining wetlands on the northwest side of the
proposed parking lot.
If you have any questions regarding this matter, please contact Mr. Todd St. John at (919)
733-1786.
R. rney
znds Unit S e is or
cc: Mr. Todd St. John, Wetlands Unit
Washington Regional Office
File
Mr. Stephen Spruill, Spruill and Assoc., 2747 East Tenth Street, Greenville, NC 27858
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
??A
NCDENR
DIVISION OF WATER QUALITY
June 24, 1999
Memorandum To: John Dorsey
From: Todd St. John
Subject: Belvoir Freewill Baptist Church
DWQ # 980967
Pitt County
I have reviewed the plans for the subject project, and it appears that, possibly,
some of the runoff from the parking lot will sheet flow to the existing wetland. However,
some appears to be directed to a concrete flume at the "upper right" corner of the parking
lot. It is not clear whether or not the discharge from the flume will reach the remaining
wetlands. The runoff could be "sheet flowed" to the remaining wetlands with proper
grading. The runoff from the new building may be directed away from the wetlands. It is
not clear from the plans. Also, there is a proposed pipe under the entrance to the proposed
parking lot that may serve to drain part of what is left of the existing wetland. The invert
of this pipe may need to be raised. I recommend that the applicant provide plans that
more clearly indicate (i.e. more detail) that the runoff from the new construction, or an
equal amount of the new and existing construction is being sheet flowed to the remaining
wetlands.
Vc%
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Pastor Phil Ange
Belvoir Free Will Baptist Church
3695 N.C. 33W
Greenville N.C. 27834
Dear Reverand Ange:
Re: Stormwater management plan
Church Expansion
DWQ# 990967
Pitt County
I , 09 me? FA
4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 27, 1999
We are in receipt of your letter dated 18 February 1999 concerning the fill 0.967
acres of wetland for a church expansion. The need for wetland fill for the expansion
seems unavoidable based on that submittal. However the letter refers to a stormwater
management plan which we have not received. As we discussed this plan should direct
stormwater to flow at non-erosive velocities into the remaining wetlands on site. We have
called your engineers several times and are unable to get a clean answer. Until we receive
this plan, we are unable to complete our review of this project.
Please submit this plan within these weeks of your receipt of this letter. If we do
hear from you within three weeks, this project will be treated as withdrawn. Please call
me at [phone] if you have any questions.
incerely,
PR7Dney
CC. Brad Shaver, DWQ Washington Regional Office
Washington Field Office US Army Corps of Engineers
Central Files
File Copy
Todd St.John
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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PAGE OF
2747 E. Tenth St 40 Greenville, NC 0 Telephone: [phone]
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Division of Water QQ;2
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RCDENR
North Carolina Department of Environment and Natural Resources
PO Box 29535, Raleigh, North Carolina 27626-0535 / Phone: [phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
ffl:?I;WAJ
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 10, 1998
DWQ Project # 980967
Pitt County
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Rev. Phil Ange
Belvoir Free Will Baptist Church
3695 NC 33W
Greenville, NC 27834
Dear Mr. Ange:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.967 acres of
streams and/or wetlands located at NC 33 W near US 264 Bypass in Pitt County for a church expansion. Insufficient
evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in
accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this
project on hold as incomplete until we receive this additional information once we receive this information, our
processing time will start. Until we receive additional information, we are requesting (by copy of this letter) that the
U.S. Army Corps of Engineers and/or the N.C. Division of Coastal Management place your project on administrative
hold.
Please provide us with information supporting your position that states your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you
construct your project on less than one-third acre of wetland fill? If not?stormwater management will be required for
this project which may utilize the remaining wetlands for this purpose. Any documentation such as maps and narrative
that you can supply to address alternative designs for your project may be helpful in our review of your 401
Certification. Also this project will require compensatory mitigation as described in 15A NCAC 2H .0506(h).
Please respond within three weeks of the date of this letter by sending a copy of this information to me and one
copy to Ms. Deborah Sawyer Washington Regional Office at 1424 Carolina Ave. Washington NC 27889. If we do not
hear from you in two weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn. I can be reached at 919-733-1786 if you have any questions.
is
Jo n R. Do ey
W ter Quality Cert' ica on Program
cc: Washington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Washington Field Office Corps of Engineers
980967.nty
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 - Telephone [phone] - FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
RECE
F
01
7 AUG 1 8 111998 ?
:- r
Y,jY coRPS ACTION ID:
IONWj PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT) : a)r?lo
P —CONSTRUCTION CONSTRUCTION NOTIFICATION APPLIC'.ATION
D r?uY?u DL' .
.1y`IWIDE n PERMITS WA PERMITS TWAT
AT10 aW
w
i) NOTIFICATION TO T= =P-°S OF E24OINEERS
2) A2?L:cX_AicN __R =CTION 401 CERTIFICATION
3) COOR=4ATTON WITH TEE NC DIVISION OF =STAL 2dANAaMX%.;T
MM TWe' n Y,"Y T. ;L`M- 0-1. COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OMC w_ OF TEE CORPS Or ENGL*48ZRS (SEE AGENCY ADDRESSES SKEET) . SEVEN
(7) COPIES SHOQLD BE SENT TO THE N•C_ DIVISION OF ZIP71RONMENTAL KXNAGaMENT
ODT1jT
(a ?'1 w r?awf.• v *mmmpcs=a curly. \ fl EASE
JEG j%.zQ141 .L CLl/iI I? LJ.J w. u ..+i1l:I Ld Jj :.L
1. 0 IYERS N;U4CG : J1 4 8/ /! S T f?y(1 ?? ?'V C
n rT Y 11^DRL.. ss : ??1G
L M 1.115 ` I 114 N
SUBDIVISION NAME:
CITY: 1-e_ Gvt.y; ?l STATE: &C ZIP CODE: c-78 3 y
PROJECT T,.LSC TION 1 D DRESS o TNrT UDING .ZjUaDT VT CTn N--AMP. (TF nT-k-P n^iNT F'AfSM
MAIL7= ADDRESS ABOVE)
r'
3. TELEPHONE NUMBER (HOME) : °?a? -7S?'S7f.?0 (WORK?
4. IF APPLICABLE: AGENT'S NA14E OR RESPONSIBLE CORPORATE OFFICIr-i, ADDRESS,
PHONE NMBER :
eu, -j
L 33 i?,-)
)'C,l-e _ /UC ;? If 3
9. LOCATION OF WORK (PROVIDE A HAP, PREFERABLY A COPY OF USGS iOPvvR,-.pmIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY : f 1t NZA?R.EST TOWN OR CITY: CC'C.
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC

-All 3 3
6. IMPACTED OR NEAREST STRE.Zy./RIVER: 4J u c a,f M «? ic_ka-+M J
P.TVPR AASIN : 4-1-4 VJ wJ - L ? +-t, a r /? r y P f
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL, SALTWATER
(SA). HIGH QUALITY WATERS (HQ W); OUTSTANDING S1ESO_'U CE WATERS INORWIl , pA=-tn
SUPPLY (WS-1 OR '4S-II)? YES i ] NO L1,? IF YES, EXPLAIN:
7b. 32 THE PROJECT LOCATED WITHIN A NORTH CAROLINA DTVXSION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES E ? NO (v?'
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COMNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES). WHAT IS THE LAND USE FLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 904 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THZ5 PROPERTY? YES ( j NO [1,? IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CE.ATI FICATION)
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY !N THE
?"JTL% YEa L I NO l it YES, DESCRIBE ANTICIPATED WORK'
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LANND:
4b. EST_+..+_.. TT T ?Rtyro rye OF w.-?n n?..n? wwtr..c. L10=.LED ON C(RwT r?on rze-" QTtR L'.
TM3TG!T1 D I^^'J Ail •vaiU Ln JACIRES OF YtL1J.1t1/IVUJ L10=.Lm ?? ?/111J.
2
n OT m7 T NTn* Y?,R TI.N nV TVCT Den n n ?n !0a. NVMBER OFyACRES .. i' e`r',i 'i. ..., i.. A?a uu u. ?..,. cc?vPv?Eu Pr..?v'ECT BY:
FILLING : d - 9 EXCAVATION':

FLOODING : OTHER:
TOTAL ACRE
S
BE ndPACT
TTO f6-7
_
?
I/
10b, (1) STREAM CHANNEL TO BE IMPACTED BY THS PROPOSEp PROJECT (.r v'
Dc+rnrwrw A nn`sr,1L,n meTn.rnr M^MU arrnnr.
i?Cruwnlt?.u? c?rty 1L usa ?nar?.a? uv?aa uua. +..u AAM ZVIrWO Orr.nr+ATr^A?% .
v a- 4 -A% a.aayv?. ? „.v.rJ .
LENGTH BEFORE: IFT AFTER: IT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(?I STREAM Q47. NVFL IMPACTS t411 L. RESUI7 P ?RQM- (CHECK ALL THAT APPLY
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL;
CHANNEL EXCAVATION: CONSTRUCTION OF A IIti"?/F'y00DI,?G:
OTHER:
!I. 3c' CONSTRUCTION OF A POND IS PROPOS 'D, WHiAl IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
wriAT 13 THE EXPECTED POND Si7RZACE AREA?
12. DESCRIPTION OF PROPOSED 'AORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 6 1/2" X Tilt DRAWINGS
ONLY): A

13. PURPOSE OF PROPOSED WORK: /?d ?Y?I
3
0n. s? ne+tc+?.
;?!!. STATE REASONS WHY 11 1S f'+„ 1c BEII TC.Rv D 1L17E D T ,I J LhM Tl1TQ 71r T 11v ll 1 BE -1 TV %rJ V J E CARRIED
?.`2i.i,+ e+w.
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : -
U
-???er+cr~rcl?vak '
`:? R R q= AM e L Y --mot -
t C YOU AAA rn t rr% TO rnwimarm Tu.. f7 C F`TCU pAin L, ; LDLIA ar.o rr i 'J
1 J. 1 V V L:?YL?1 LL V V VLF 1LLY 1 ? •.L/ ..i yL 1[?j7 ?
(USFWS) AND/OR-_NATIONAI, MARINE FIS'H'ERIES SERVICE pre4FS) (Sr,E AGENCY
ADDRESSES SHEET) REGARDING THE. PRESENCE OF ANY FEDERALLY LISTED OR fly
DROD1rS L:'!r0 L.?G?IF7? `dNn..ry? L'T1 CR TS.IRn'"j '1?'.?T ll CFG.CT^C OR CRITICAL L7 .ZRYTrIT
IN THE PERMIT AREA THAT --MXY-BE-AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED;
(ATTACH RESPONSES
F'RCM THESE AGENCIB.S B.S.
)
I -s-
16. YOU A.RE? ?LIR£D-TO?ONTACT, THE STATE HISTORIC, DRESERV.AZZ-0N__0FFICER - tt?
(?AvnI /c., pr_ .;rCV ann'Pr..ccVq c7 J7 ?T1..4a_GARID1T7G Tyr SySENCE.. OF HISTORIC PROPERTIEG -I'N~TRE PERMIT AREA `REICH BE AFr E.CTED BY THE -PROPOSED
PROJECT. DATE CONTACTED:,
17. DOES THE PROJECT INVOLVE JN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [J NO I NO, CO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMP_.NTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH, CAROLINA ENVIRONMENTAL
POLICY ACT?
YES (J NO (3
b. IF YES, HAS THE DCCUME-11T BEEN REVIERED THROUGH THE NORTH CAROLINA
DEPAr-kTHENT• OF ADMINIBT'RATIO-0 STATE CLEARINGHOUSE?
YES [ 3 NO ( J
IF ANSWER TO 17b IS YES, THEY SUBMIT APPROPRIATE DOCUMIENTATION FROM THE
STATE CLEARINGHOUSE TO DTVISI,ON OF ENV'RONMZNTAL MAINAGEMENT REGARDING
CG:':gT 4.x v ci nIT`ri THE ivvRTE CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGi?OUSE R.EV_E-4 PROCESS SHOULD BE
DIRECTED TO MS. nHR j Ba0GZ7T, 0!nZCTOR STATE CLEARI-NGNOT'.°Eu, iv'OP.T`c3
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RUEIGrt..,,
NORTH CAROLINA 27503-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
lNT'O E'ZIHNDS!
ti
WETLAND DELINEATION HXP SHOWING %LL WETLANDS, 5TREMS, LAKES
ARID PONDS ON 7".. PROPERTY (r...-?n ?.1Tm 7.L,-,^at"n d,u,,u , S! urm ti-TMAnWMs IA' 10, 21 '7c
- cva "" Pc.cQa?ya wv•7uc cv yR+,
29, tlND 38} y V
, ALL STREAMS (INT'-';44ITTENT ARID PERMANENT} ON THE PROPERT:
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD 8E 1 INCH EQUALS 50 FEET OR 1
!NCH E70ALS 100 r EE T OR TNEIR Egki l I A:,ENT .
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
A. f'I'1i.1 GSTY.T aA7T TN /"?T T7
q.AnLC?.1VK1LU ?01/T. P1 OY
+
Pr+ 7??.. IL' DCiLilYL.tS11V1Y W. ;.J +wr..rva.r?l7aT?, IvT"?uC. u ALT, DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIREA.
..tvrT Tp T Tl.Tn T?S= na CfTlA %5 U nTXV-- Z;-Qno M Vj
C ?rllf'1y yJ Ll1t 1J v3 C. VG vv cvva.vi.•?. v,....••++-
.F/
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
9 SIGNED AND DATED AGcNT AUTHORIZATION LETTER, IF APPLICABLE
I70'I'L' r.TC\rl,AuDc rJF WA rrc nc* Tr+ur. r- r. f,Ay xrnm =r TM?ArTrL? PRIOR TO'
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
a / ti .ur 170 =- Wia7TAL SLY 11CiJ On,i,s f , .+ LETTER 7=4 THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENIT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGA"MNT
Pte.
C7WNIK' S IAGENt" S) GNAT S
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.)
7
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DATE
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February 1-8, 1999
CERTIFIED MAIL
PETURN RECEIPT REQUESTED
Mi . John R. Dorney
Division of Water Qua' J.ty
4401, Reedy Creek Road.
?.--leigh, NC 27626-0535
i =- ar r4r. Dorney,
'..r':tc :::r, ?? ?V c;:..tl:1 (: a -O1ina 27834
ckphOi-K, `52-6711
FER ? 3 1999
f
I am sending you the material yol_l requested in your later
dated. November 10, 1993 concerning 1)P7Q Project `_309&7 it
Pitt County. I called and talked with you after receiving
your letter and informed you that we were -avi_n site plans
drawn at that time.
Enclosed, please .f. in(! t ze copies cf the mans which will show
why need to fill. in the 0.967 acre: of ,,T,-,tiands whirrs we
requested permission for earlier.
Oar church is build inc:r a nea 400 seat au.ditcrium in f : on.t: of
our present Fellowsh_ p Hall. This new al.idita:c_i.um w - 11. take
up a major portion of our resent parkin.ct. We need to f.-I.11
in this 0.967 acre to provid-?_, j:;a.rking for the n.ew f.acil.:i,...
It will provide 147 paved par_<<ina spaces.
We have in front o o-.:r p1'010e1- y IN(;' Iiigllwav 33, at the west
end of our property is Nlass«-Mitten 11,cad, and at the east end
is private property oi: the M,.1C11 _'uz 1101 175t: ate . Directly
behind our church bui7 : .ncs Js Fti:d?%zal Wet lands . Wed
ha%,e already receive; t:s?? pe:rn):i t. fl: oT!-. t-.l-io ;'rlrps of Fnr.i_neers
n WashinJton, i.e. i.._ . ;?_ .1. i•i_ .._:: r t:a :_ _.?.. ,.,-d fill the
0. 967 acre. We now .'k l.i r.. your
tI E' sl-- r71an by Sp-rLiiJ_1. & Ll c",.[ Soil
(::-OSiDrl. control play:;,, and for .,toi`I'.l lea ter ci)n rai .
oii for your Fall 7jc? alid ._zis tract=l.ClT] 'tjcaU C{at,r ' tl.. on
ta_E?
?.:.c hope thi nr<:.?_ t ~:n cr; l i sati-1 ?rnll_ :C?,`t,? ?f
tAat we will 7:ecc:.?r?? yrt r perr:..t soclrl.
Z
Prti 7.. Ange
l

PASTOR PHIL ANGE
t
SOIL EROSION
AND
SEDIMENTATION CONTROL
PLAN
NARRATIVE
BELVOIR FREE WILL BAPTIST CHURCH
PITT, NORTH CAROLINA
99009
FES 1999
.1 ?
V .:?a `
J.S. JANOWSKI AND ASSOCIATES
105 C EAST VICTORIA COURT
GREENVILLE, NC 27858
758-8918
?1
This project includes the construction of a sanctuary addition and associated parldng on a 5 ac site . Approximately
2.0 acres of land Will be disturbed.
The site has predominately flat slopes. Overall, elevations vary from a high point of 36.0 msl to a low point of less
than 33.0 msl. The site is currently wooded. The soil type is primarily sandy loam.
The property Is bounded on the west by Shenandoah Subdivision and on the east by Hwy 33 , and on the south by
Karl Turner Property and on the north by Massnutten Rd.
IV. PLANNED EROSION AND SEDIMENTATION CONTROL MEASURES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
A Temporary Gravel Construction Entrance is to be used at street connection to Hwy 33
TEMPORARY SILT FENCE
Temporary SIR Fences are to be placed at the toe of fill sites to collect sediment laden runoff. Due to the gentle slope
of the land the sift will provide an excellent barrier to protect off-site facilities from sediments.
Temporary sift ditch can be used in lieu of the sift fence around the perimeter of the site
V. CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2 FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER
AND OWNER.
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOP SOIL AND STOCKPILE AS NEEDED FOR FINAL
LANDSCAPING.
5. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS.
a. BRING BUILDING AND PARKING AREA TO WITHIN r OF FINAL SUBGRADE. TEMPORARILY SEED THESE AREAS TO PREVENT
EROSION UNTIL SUCH TIME OWNER IS READY TO PROCEED WITH FINAL CONSTRUCTION.
7. INSTALL STORM DRAINAGE FOR PARKING AREA, INSTALL RELATED EROSION CONTROL MEASURES.
8. BRING LANDSCAPED AREAS TO WITHIN Nr OF FINAL GRADE, RE-DISTRIBUTE (r OF TOP SOIL.
9. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
10. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF GRADING OPERATIONS.
11. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE EROSION CONTROL ADMINISTRATOR
IF DEEMED NECESSARY.
VI. MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation following every run-
off producing rainfall but in no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed. Failure to keep erosion control devices in good working
order may result in a stop work order or civil penalties up to a $500.00 per day violation.
2. Sediment will be removed from behind the sift fence when ft becomes 0.5 feet deep.
3. All seeded areas will be fertilized, re-seeded as necessary, and mulched according to specifications in the
vegetative plan to maintain a vigorous, dense vegetative cover.
4. The Engineer reserves the right to require additional erosion control measures should the plan or its
implementation prove to be inadequate.
VII. VICINITY PLAN
See Erosion Control Plan
VIII. VEGETATION PLAN
A. PERMANENT SEEDING AFTER APRIL 15 AND BEFORE SEPTEMBER 15
SEEDING MIXTURE
COMMON BERMUDAGRASS 80 (2 LB/1000 SFJ
SOIL AMENDMENTS
APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE
10-10-10 FERTILIZER.
MULCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER THE BOTTOM OF CHANNELS AND DITCHES. THE
LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW.
ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGE NOT REQUIRING
TEMPORARY LINING, APPLY 4000 LB/ACRE GRAIN STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIAL MUST NOT BE ALLO WED TO BE WASH DOWN SLOPE WHERE
THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCH
FREQUENTLY. RE-FERTILIZE THE FOLLOWING APRIL WITH 50 LB/ACRE NITROGEN.
B. PERMANENT SEEDING AFTER SEPTEMBER 15 AND BEFORE APRIL 15.
SEEDING MIXTURE
TALL FESCUE 80 LB/ACRE
COMMON BERMUDA GRASS 40 LB/ACRE
KOBE LESPEDEZA 40 LB/ACRE
SEEDING DATES
FROM SEPT. 1- MARCH 1, USE UNSCARIFIED BERMUDA GRASS
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APRIL 30
FALL' SEPT. 1- SEPT. 30 SEPT. i - OCT. 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 5000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4000 LB(ACRE GRAIN STRAW ON EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACING WITH ASPHALT, NETTING, OR ROVING OR
BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WRH BLADES SET
NEARLY STRAIGHT CAN BE USED AS AN ANCHORING TOOL
MAINTENANCE
IF GROWTH IS LESS THAN FULL ADEQUATELY RE-FERTILIZE IN THE SECOND YEAR
ACCORDING TO THE SOIL TEST OR TOP DRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER
AND MOW AS NEEDED. WHEN SEPJCEA IS OMITTED FROM THE MIXTURE, RE-SEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
G TEMPORARY SEEDING AFTER SEPTEMBER 15 AND BEFORE APRIL 16:
SEEDING MIXTURE
RYE GRAIN 120 LB/ACRE
KOBE LESPEDEZA 50LB(ACRE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE
SEEDING DATES
COASTAL PLAIN - DEC. i - APRIL 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 2000 UVACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4000 LB/ACRE GRAIN STRAW ON EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACING WITH ASPHALT, NETTING, OR ROVING OR
BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET
NEARLY SRAIGHT CAN BE USED AS AN ANCHORING TOOL
MAINTENANCE
IF GROWTH IS LESS THAN FULL ADEQUATELY RE-FERTILIZE RE-SEED, RE-FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
D. TEMPORARY SEEDING BEFORE SEPTEMBER 16 AND AFTER APRIL I
SEEDING MIXTURE
GERMAN MILLET 40 LWACRE
SEEDING DATES
APRIL 15 - AUGUST 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 2000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4000 LB/ACRE GRAIN STRAW ON EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACING WITH ASPHALT, NETTING, OR ROVING OR
BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
NEARLY SRAIGHT CAN BE USED AS AN ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULL ADEQUATELY RE-FERTILIZE RE-SEED, RE-FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
IX. SPECIFICATIONS AND DETAILS
A. 6.02 ....................................................Land Grading
B. 6.06 ....................................................Temporary Gravel Construction Entrance
D. 6.62 .....................................................Temporary Sediment Fence
E. 6.83 .....................................................Temporary Check Dam
1
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6.02
L
Definition Reshaping the ground surface to planned grades as determined by engineering
survey evaluation and layout
Purpose To provide more suitable topography for buildings, facilities, and other land
uses, to control surface runoff, and to minimize soil erosion and sedimentation
both during and after construction.
?- Conditions Where This practice is applicable where grading to a planned elevation is necessary
P racti Ce Applies and practical for the proposed development of a site and for proper operation of
sedimentation control practices.
Planning Firing a proposed development to the natural conugu:-adons of an existi•rg
Considerations landscape reduces the erosion potential of site and Ltie cos-, of ins•uliin
erosion and sedimentation con=l measures. It may also result in a „lore
desirable and less costly development.
Before _zmding begins, de visions must be made on the steepness of cut-and-ful
slopes, how they will be protected from runoff, how they will be srabiiized, and
how they will be maintained. The grading plan establishes drainage areas,
directs dmainage patterns, and affects runoff velocities.
The grading plan forms the basis of the erosion and sedimentation control plan.
Key considerations that affect erosion and sedimentation include decidizs
which slopes are to be graded, when the work will start and stop, the degree and
length of finished slopes, where and how excess material will be wasted, and
where borrow is needed.
-" I eaving undisturbed temporary and permanent buffer zones in the grading
operation may provide an effective and low-cost erosion control measure that
will help reduce runoff velocity and volume and off-site sedimentation. In
developing the grading plan, always consider how to take advantage of undis-
turbed water disposal outlets before storm drains or other constructed outlets
( are installed.
Design Criteria Base the grading plan and installation upon adequate surveys and soil investiga-
L Lions. In the plan, show disturbed areas, cuts, fills, and finished elevations of the
surface to be graded. Include in the plan all practices necessary for controlling
L erosion on the graded site and minimizing sedimentation downstream. Such
practices may include, but are not limited to, sediment basins, diversions, mul-
ching, vegetation, vegetated and lined waterways, grade stabilization structures,
and surface and subsurface drains. The practices may be temporary or per-
manent, depending upon the need afar construction is completed.
Practice Standards and Specifications
if D
In the grading plan conside.- the following as a minimum:
Make provision to inter„ ept and conduct all surface runoff to storm drains,
protected outlets, or to sable watercourses to minimize erosion on newly graded.
slopes. .
Use slope breaks, such as diversions or benches, as appropriate to reduce the
?- length of cut-and-fill slope to limit sh=t and rill erosion and prevent gullying.
A spacing guide is shown in Table 6.02x.
Table 6.02a.
Spacing Guide for Slope Slope Spacing (`)
Breaks Steeo Sicoes 2:' 2C

10
i .e
- J.n.
...
.not
'0 .
2 V..
3 V .J
S tabilize all graded are s with vegetation, crushed stone, riprap, or other ground
cover as soon as grading is completed or work is inte.-MOted for 30 working
davs or more. Use mulch to stabilize areas temporarily where tonal g-ading must
be delayed. The finished cot-and-fill slopes, which are to be vegetated with grass
and legumes, should not be saeeper than 2:1. Slopes to be maintained by tractor
or other equipment should not be s=per than 3:1. Slopes in excess of 2:1 may
warrant vines, special ve-t-t ion, or retaining walls. Roughen the surface of all
slopes during the construction operation to retain water, increase infiltration.
and r=ihEam vegetation (?-rczc.. 6.03, Surt"c_ce Rougr?r.:ng).
Do not place cuts or fill so close to property lines as to endanger adjoining
property without adequate!v prole, =g such proper des frog:, erosion, sedimen-
tation, slippage, subsidence, or other damages.
.?rovide subsurface drainage to int-2",:ept seepage in areas with high water gables.
that would affect slope stabiu:r or bee-^mg; strength or earl. turuc esirable wet-
less.
Do not place fill adjacent to a channel bank where it can c--am bank failure or
result is deposition of sediment downstream.
L Show all borrow and disposal areas in the grading plan, and ensure L. ev are ade-
quately drained and stabilized.
°rovide stable channels and aoodways to convey all runoff from dhe developed
L area to an adequate outlet it pout causing increased erosion or off-site sedimen-
tation.
I , .
i Practice Standards and Specifications
I
Construction 1. Construct and maintain all erosion and sedimea-Lion control practices and
Specifications measures in accordance with the approved sedimentation control plan and con-
struction schedule.
2. Remove good topsoil from areas to be graded and filled, and preserve it for
use in finishing the grading of till critical areas.
3. Scarify areas to be topsoUed to a minimum depth of 2 incites before placing
topsoil (Practice 6.0:, Topsoiling).
4. Clear and grub areas to be filled to remove treeS, vegetadon, roots, or ocher
objec:ionable material that would affP.:: the planned sLabiiiry of 6he ail.
?. censure that fill material is f. e of brush, nibbish, rocks, toes, stumps, buil4-
C ing debrs, and ocher mate:;as inappropriate for constructing sable fills.
6. Place all fill in :2vers not to exceed 9 ...:ties in thickness, and compac- me
lavers as required to reduce erosion, slippage, se:iernent. or oc;;er .,fat°.-d
problems.
7. Do not incorporate frozen material or soft, mucky, or highly compressibid
mamr.:.ls into 1111 slopes.
S. Do not place till on a frozen foundation, due to possibie subsidence and slip-
page.
9. K---p diversions and other water conveyance m sores free of sediment
dzr^atg aiI phases of development.
10.:'a seeps or springs encountered dL,--tits consiruc:ion in sccord :nom it±?
approved methods (Practice 6.S 1, Subs_ ce Drain).
11. Pe-nanently stabilize all graded areas immediately after final grading is
completed on each area in the grading plan. Apply temporary stabili-adon
measures on all graded areas when work is to be inte.:upted or delayed for 30
working days or longer.
lr 12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
make sure they are adequately protected from erosion. include final srabiliza-
don of these areas in the plan.
Maintenance Periodically check all graded areas and the supporting erosion and se?dirnenta-
don control practices, especially after heavy rainfalls. Promptly remove all sedi-
ment from diversions and other water-disposal practices. If washouts or breaks
occur, repair them immediately. Prompt maintenance of small eroded areas
before .'fey become significant gullies is an essential part of an effective erosion
and sedimentation control plan.
i
,:era:ins
References C?.-ofer!,Vege:ariveCorsi
Ci goter S, Over)iew of Erosion and Se-:.T2.-ra::on Control Practices
i,
t
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Practice Standards and Specifications
6.06 ?t l ' • - > >
Definition A graveled area or pad located at points where vehicles enter and leave a con-
struction site.
Purpose To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a
Practice Applies public road or other paved off-sim are-I Const action plans should Limit traffic
to properly consaucted entrances.
Design Criteria Aggregate Size-Use 2-: inch wa^Shed stone.
Dimensions of gravel pad-
Ihi6imess: 6 inches minimum
Width: 12-ft minimum or full width at all points of the vehicular
entrance and exit are- whichever is _reater
L,sngth: 50-ft minimum
Location-Locate construction entrances and exists to limit sediment from
1-ving the site and to provide for maximum utility by all construction vehicles
(=i¢ure 6.06a). Avoid steep _pades and entrances at cures in public roads.
L
C
C

,

Figure 6.06a Gravel entrance/exit keeps sediment from ieavinc the construcnon size (rnoeified'rom Va 5'NCC).
i 9®
I -
Washin;-:f conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be
washed. Washing should be done on an area stabilized with crushed stone that
drains into a sediment cap or other suitable disposal area A wash rack may also
be used to make washing more convenient and effective.
Construction 1. Clear the entrance and exit area of all vegetation, roots, and other objec-
S p e c if i cati o n s donable material and properly grade iL
2. Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it-
s. Provide drainage to carry water to a sediment trap or other suitable outlet.
Use geotexdle fab::cs bec a= they improve stability of :Ze found--don in
locations subject to =page or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site. This may require periodic topdressing with 2-inch
stone..kftrr each rainfall, inm---, any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled.
washed, or tacked onto public roadways.
?eierencc's RunoTConveyanceMeasures
r 6.. 0, Grass-lined Channels
E
L
1.
C
Sed;rnenc T raos a.,3crners
6.60. Temporary pediment T ap
Practice Standards and Specifications
6.14
Definition Application of a protective blanket of straw or other plant residue, gravel, or
G)
synthetic material to the soil surface.
Purpose To protect the soil surface from the forces of raindrop impact and overland flow.
Mulch fosters the growth of vegetation, reduces evaporation, insulates the soil,
and suppresses weed growth. Mulch is frequently used to accent landscape
plantings.
r Conditions Where Mulch temporary or permanent seedings immediately. Areas that cannot be
Practice Applies
seeded because of the season should be mulched to provide temporary protec-
Lion of the soil surface. Use an organic mulch in this case (but not wood fiber),

C and seed the area as soon as possible. Mulch around plantings of trees, shrubs,
or ground covers to stabilize the soil between plants.

{r? Planning A surface mulch is the most effective, practical means of controlling runoff and
L Considerations erosion on disturbed land prior to vegetation establishment. Mulch reduces soil
moisture loss by evaporation, prevents crusting and sealing of the soil surface,
moderates soil temperatures, provides a suitable microclimate for seed germina-
tion, and may increase the infiltration rate of the soil.
Organic mulches such as straw, wood chips, and shredded bark have been found
to be the most effective. Do not use materials which may be sources of compet-
ing weed and grass seeds. Decomposition of some wood products can tie up sig-
nificant amounts of soil nitrogen, making it necessary to modify fertilization
1_7 rates or add fertilizer with the mulch (Table 6.14a).
A variety of mats and fabrics have been developed in recent years for use as
mulch, particularly in critical areas such as waterways and channels. Various
r types of netting materials are also available to anchor organic mulches.
Chemical soil stabilizers or soil binders, when used alone, are less effective than
other types of mulches. These products are primarily useful for tacking wood
fiber mulches.
The choice of materials for mulching should be based on soil conditions, season,
type of vegetation, and size of the area. A properly applied and tacked mulch is
always beneficial. It is especially important when conditions for germination
are not optimum, such as midsummer and early winter, and on difficult areas
such as cut slopes and slopes with southern exposures.
ORGANIC MULCHES
Straw is the mulch most commonly used in conjunction with seeding. The straw
should come from wheat or oats ("small grains"), and may be spread by hand
or with a mulch blower. Straw may be lost to wind and must be tacked down.
Wood chips are suitable for areas that will not be closely mowed, and around
ornamental plantings. Chips do not require tacking. Because they decompose
slowly they must be treated with 12 pounds of nitrogen per ton to prevent
i
6.14.1
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Table 6.14a
Mulching Materials and Application Rates
Material Rate Per Acre Quality
Organic Mulches
Straw 1-2 tons Dry, unchopped, un-
weathered; avoid weeds.
Wood chips 5-6 tons Air dry
Wood fiber 0.5-1 tons
Bark 35 cubic yards
Corn stalks 4-6 tons
Sericea 1-3 tons
lespedeza
seed-bearing
stems
Nets and Mats'
Jute net Cover area
Fiberglass Cover area
net
Excelsior Cover area
(wood fiber)
mat
Fiberglass 0.5-1 tons
roving
Air dry, shredded or
hammer-milled, or chips.
Cut or shredded in
4-6 in. lengths.
Green or dry; should
contain mature seed.
Heavy, uniform; woven of
single jute yarn.
Continuous fibers of drawn
glass bound together with
a non-toxic agent.
Chemical Stabilizers2
Aquatain follow
Aerospray manufacturer's
Curasol AK specifications
Petroset SB
Terra Tack
Crust 500
Genaqua 743
M-145
'Refer to Practice No. 6.30, Grass Lined Channels.
2Use of trade names does not imply endorsement of product.
Notes
Should come from wheat or oats;
spread by hand or machine; must
be tacked down.
Treat with 12 Ibs nitrogenAon. Apply
with mulch blower, chip handler, or
by hand. Not for use in fine turf.
Also referred to as wood cellulose.
May be hydroseeded. Do not use
in hot, dry weather.
Apply with mulch blower, chip
handler by hand. Do not use
asphalt tack.
Apply with mulch blower or by
hand. Not for use in fine turf.
Withstands waterflow. Best when
used with organic mulch.
Withstands waterflow. Best when
used with organic mulch.
Withstands waterflow.
Apply with a compressed air
ejector. Tack with emulsified
asphalt at a rate of 25-35
gaV1000 sq ft.
Not beneficial to plant growth.
6.14.2
Practice Standards and Specifications
r
nutrient deficiency in plants. This can be an inexpensive mulch if chips are ob-
mined from trces cleared on the site.
Bark chips and shredded bark are by-products of timberprocessing often used
in landscape plantings. Bark is also a suitable mulch for areas planted to gras-
ses and not closely mowed. It may be applied by hand or with a mulch blower.
Unlike wood chips, the use ofbark does notrequire additional nitrogen fertilizer.
Wood fiber refers to short cellulose fibers applied as a slurry in hydroseeding
operations. Wood fiber does not require tacking, although tacking agents or soil
t binders can easily be added to the slung. Wood fiber hydroseeder slurries may
be used to tack straw mulch on steep slopes, critical areas, and where harsh
r climatic conditions exist Wood fiber mulch does not provide sufficient
erosion protection to be used alone.
There are other organic materials that make excellent mulches but may only be
available locally or seasonally, for example: dried sewage sludge, corn stalks,
animal manure, pine boughs, cotton burs, peanut hulls, and hay. Creative use of
these materials can reduce costs.
CHEMICAL MULCHES AND SOIL BINDERS
A wide range of synthetic mulching compounds is available to stabilize and
protect the soil surface. These include emulsions or dispersions of vinyl com-
pounds, asphalt, or rubber mixed with water. They may be used alone or may
be used to tack wood fiber hydromulches.
When used alone, chemical mulches do not insulate the soil or retain moisture
and therefore do little to aid seedling establishment They are easily damaged
by traffic, are usually more expensive than organic mulches, and they decom-
pose in 60-90 days.
Check labels on chemical mulches and binders for environmental concerns.
Take precautions to avoid damage to fish, wildlife, and water resources.
NETS, MATS, AND ROVING
Netting is very effective in holding mulch in place on waterways and slopes:
before grasses become established.
Mats promote seedling growth in the same way as organic mulches. They are
very useful in establishing grass in channels and waterways. A wide variety of
synthetic and organic materials are available. "Excelsior is a wood fiber mat,
and should not be confused with wood fiber slurry.
When installing nets and mats, it is critical to obtain a firm, continuous contact
between the material and the soil. Without such contact, the material is useless
and erosion will occur underneath.
t- Fiberglass roving consists of continuous strands of fiberglass. which, when
blown onto the soil surface from a special compressed air ejector, form a mat
L of glass fibers. This mat must then be tacked down with asphalt..
6.14.3
Practice Standards and Specifications
6.41
r Definition A structure designed to control erosion at the outlet of a channel or conduit.
Purpose To prevent erosion at the outlet of a channel or conduit by reducing the velocity
of flow and dissipating the energy.
Conditions Where This practice applies where the discharge velocity of a pipe, box culvert', diver-
Practice Applies sion, obi channel, or other water conveyance structure exceeds the permissible
velocity of the receiving channel or disposal area.
r
Planning The outlets of channels, conduits, and other structures are points of high erosion
Considerations potential, because they frequently carry flows at velocities that exceed the al-
lowable limit for the area downstream. To prevent scour and undermining, an
outlet stabilization structure is needed to absorb the impact of the flow and
reduce the velocity to non-erosive levels. A riprap-lined apron is the most com-
monly used practice for this purpose because of its relatively low cost and ease
of installation. The riprap apron should be extended downstream until stable
conditions are reached even though this may exceed the length calculated for
design velocity control.
Riprap-stilling basins orplunge pools reduce flow velocity rapidly. They should
be considered in lieu of aprons where overfalls exit at the ends of pipes or where
high flows would require excessive apron length. Consider other energy dis-
sipators such as concrete impact basins orpaved outlet structures where site con-
didons warrant, (Figure 6.41a).
Design Criteria Design procedures for riprap outlet structures are presented in Appendix 8.06.
The criteria for design of riprap outlets are:
Capacity6-10-yr, peak runoff or the design discharge of the water conveyance
structure, whichever is greater.
Tailwater depth-Determine the depth of tailwater immediately below the
pipe outlet based on the design discharge plus other contributing flows. If the
tailwater depth is less than half the diameter of the outlet pipe and the receiving
stream is sufficiently wide to accept the divergence of flow, it is classed as a
minimum tailwater condition. If the tailwater depth is greater than half the
pipe diameter, itis classed as a maximum taiiwater condition. Pipes that out-
let onto broad flatareas with no defined channel maybe assumed to have a min-
imum tailwater condition unless site conditions indicate otherwise (Figum
6.41b).
C Apron size-The apron length and width can be determined according. to the
tailwater condition. If the water conveyance structure discharges directly into
a well-defined channel, extend the apron across the channel bottom and up the
channel banks to an elevation of 0.5 ft above the maximum tailwater depth or
to the top of the bank, whichever is less (Figure 6.41c).
L"
6.41.1
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L
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[3
Pipe Outlet to Flat Area-
No Well-defined Channel
ado A ---
Plan
La
N age a HER 090 a _ r'L" =111• ? ,d
IIIISectin AA Filter
blanket

La
Filter
blanket
Flgure 6.41c Riprap outlet protection (modified from Va SWCC).
Notes
1. La is the length of the riprap
apron.
2. d=1.5 times the maximum
stone diameter 'but not less
than 6".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be installed between
the riprap. and soil foundation.

6.41.4
Pipe Outlet to Well-defined
Channel
I
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Q
Q
Q
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Practice Standards and Specifications
Determine the maximum allowable velocity for the receiving stream, and design
the riprap apron to reduce flow to this velocity before flow leaves the apron.
Calculate the apron length for velocity control or use the length required to meet
stable conditions downstream, whichever is greater.
Grade-Ensure that the apron has zero grade.'Iheae should be no overfall at
the end of the apron; that is, the elevation of the top of the riprap at the
downstream end should be the same as the elevation of the bottom of the receiv-
ing channel or the adjacent ground if there is no channel.
Alignment The apron should be straight throughout its entire length, but if a
curve is necessary to align the apron with the receiving stream, locate the curve
in the upstream section of riprap.
Materials-Ensure that riprap consists of a well-graded mixture of stone.
Larger stone should predominate, with sufficient smaller sizes to fill the voids
between the stones. The diameter of the largest stone size should be no greater
than 1S times the dso size.
A Minimum
t?
do
ll?ll?llll?lll
Taiiwater < 0.5 do
Maximum
Tailwater > 0.5 da
Figure 6.41 b Stage showing maximum and minimum tailwater condition.
6.41.3
I '
Practice Standards and Specifications
I
Thickness-Make the minimum thickness of Rprap 1.5 times the maximum
stone diameter.
Stone quality-Select stone for riprap from field stone or quarry stone. The-
stone should be hard, angular, and highly weather-resistant. The specific gravity
l of the individual stones should be at least 25.
l Filter-Install a filter to prevent soil movement through the openings in the
riprap. The filter should consist of a graded gravel layer or a synthetic filter
I cloth. Design filter blankets by the method described in Practice 6.15, Riprap.
r
Construction 1. Ensure that the subgrade for the filter and riprap follows the required lines
Specifications and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the Rprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the Rprap and placing another piece of filter cloth over the damaged
area All connecting joints should overlap a minimum of 1 ft. If the damage is
extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the fil-
ter.
5. The minimum thickness of the Rprap should be 1.5 times the maximum stone
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather-resistant and well graded.
7. Construct the apron on zero grade with no overfall at the end. Make the top
of the riprap at the downstream end level with the receiving area or slightly
below it.
L 8. Ensure that the apron is properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site condi-
tions, place it in the upper section of the apron.
L. 9. Immediately after construction, stabilize all disturbed areas with vegetation
(Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
L Maintenance Inspect riprap outlet structures after heavy rains to see if any erosion around or
below the ripmp has taken place or if stones have been dislodged. Immediately
L make all needed repairs to prevent further damage.

6.415
Practice Standards and Specifications
F.

6.62
NNOMOME
Definition A temporary sediment barrier consisting of filter fabric buried at the bottom,
stretched, and supported by posts.
Purpose To retain sediment from small disturbed areas by reducing the velocity of sheet
flows to allow sediment deposition.
F
L
Conditions Where Below small disturbed areas less than 114 acre per 100 ft of fence.
Practice Applies
Where runoff can be stored behind the sediment fence without damagins the
fence or the submerged area behind the fence.
Do not install sediment fences across scrams, ditches, or waterways.
P 1 an n i n g A sediment fence is a permeable barier, that should be planned as a system to
E.
C
i
L
L
C
i
Considerations retain sediment on the construction site. The fence retains sediment primarily
by retarding flow and promoting deposition. In operation, generally the fence
becomes clogged with tine panicles, which reduce flow rate. This causes a pond
to develop more quickly behind the fence. The designer should anticipate pond-
ing and provide sufficient storage areas and overflow outlets to prevent flows
from overtopping the fence. Since sediment fences are not designed to withstand
high heads, locate them so that only shallow pools can form. Ile the ends of a
sediment fens- into the landscape to prevent flow around the end of the fence
before the pool reaches design level. Provide stabilized outlets to protect the
fence system and release storm, flows that exceed the design storm.
Deposition occurs as the storage pool forms behind the fence. 7 he designer can
direct, flows to specified deposition areas through appropriate positioning of the
fence or by providing an excavated area behind the fence. Plan deposition areas
at accessible points to promote routine cleanoutand maintenance. Show deposi-
tion arcs in the erosion and sedimentation control plan. A sediment fence acts
as a diversion if placed slightly off the contour. This may be used by the design-
er to control shallow, uniform flows from small disturbed areas and to deliver
sediment-laden water to deposition areas.
Sediment fences serve no function along ridges or near drainage divides when
there is little movement of water. Confining or diverting runoff unnecessarily
with a sediment fence may create erosion and sedimentation problems that
would not otherwise occur.
Design Criteria Ensure that the drainage area is no greater than 114 acre per 100 ft of fence.
Make the fence sable for the 10-yr peak storm runoff.
Where all runoff is to be stored behind the fence, ensure that the maximum slope
length behind a sediment fence does not exceed the specifications shown in
Table 6.62x.
D
F
measure that the depth of impounded water does not exceed 1.5 ft at any point
along the fence.
If nonerosive outlets are provided, slope length may be increased beyond that
C shown in Table 6.62a. but runoff from the area should be determined and by-
pass capacity and erosion potential along the fence must be checked. The
velocity of the flow at the outlet or along the fence should be in keeping with
Table 8.05d, Append : 8.05.

I Table 6.62a
Maximum Slope Length and
Slope Slope Length (ft)
Slope for which Sediment < 2°0 100
75
Fence is Applicable 2 to 5%
5 to 10% 50
C 10 to 200% 25
>20°o ' 5
?rovzde a riprap splash pad or other outlet protection device for any paint where
flow may overtop the sediment fence, such as natural depressions or swales. Fin-
sure that the maximum height of the fence at a protected, reinforced outlet does
not exceed 1 ft and that support post spacing does not exceed 4 fL
The design life of a synthetic sediment fence should be 6 months. Burlap is only
acceptable for periods up to 60 days.
Construction `IATERIaLS
Specifications 1. Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon.
polyester, or polyethylene yarn, which is cerzfied by the manufacture- or sup-
plier as conforming to the requirements shown in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers m
oroyide a minimum of 6 months of ex=Md usable construction life at a
C temperature range of 0 to 100 F.
( _. Ensure that posts for sediment fences are either =-inch diameter pine. 2-inch
{ i meter oak, or 1.33 lb/linear ft steel with a minimum length of = fL Yfake sure
`- :kmt ste-1 posts have projectons to facilitate fastening the fabric.
3. For reinfor--ment of standard strength filter fabric, use wire fence with a:
minimum 14 gauge and a maximum mesh spacing of 6 inches.
r
L Table 6.62b
Specifications For
Sediment Fence Fabric
Physical Property
Filtering Efficiency
Tensile Strength at
20% (max.) E:ongarian
Requirements
85% (min)
Standard Strencth-
30 Win in (min)
Extra Strength-
So Win in (min)
0.3 gaVsq f•Jmin (min,)
S'. cw -?:e
t:ry = ,
Practice Standards and Specifications

CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength synthetic
filter fabrics.
C
r
Ensure that the height of the sediment fence does not exceed 18 inches above
the ground surface. (Higher fences may impound volumes of water sufficient to
cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the bar-
rier to avoid joints. When joints are necessary, securely fasten the filter cloth
only at a support post with overlap to the next post
4. Support standard strength filter fabric by wire mesh fastened securely to the
L upslope side of the posts using heavy duty wire staples at least 1 inch long, or
tie wires. Extend the wire mesh support to the bottom of the trench.
5. When a wire mesh supportfence is used, space posts a maximum of S ft apart.
Support posts should be driven securely into the ground to a minimum of 13 in-
cites.
6. Extra strength filter fabric with 6-ft post spacing does not require wire mesh
support fence. Staple or wire the filter fabric directly to posts.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the
proposed line of posts and upslope from the barrier figure 6.62x).
S. 3acidiil the trench with compacted soil or gravel placed over the filter fabric.
9. Do not attach filter fabric to existing acts.
Maintenane.e Inspect sediment fences at least once a week and after each rainfall. Lake any
required repairs immediately.
L
Should the fabric of a sediment fence collapse, tear, decompose or become in-
effec:ive, replace it promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for
the next rain and to reduce pressure on the fence. Take care to avoid undermin-
ing the fence, during cleanouc.
Remove all fencing materials and unstable sediment deposits and bring the area
to grade and stabilize it after the contributing drainage area has been properly
stabilized.
13
Figure 6.62a Installation detail of a sediment
fence.
C
r
Sac!cfill min 8
;hick layer of pravei =filter tadric
N , ! It:l/ 1
Ili ?l..?/'11

Ill,l,,r.`.?

? '+IIl=lily'---.-•.l? Ilf=; ?_".=

?:xtensicn of fabric and wire
n;o the ;renc;^
Filter ia.^.riC-0M
.III,=-- ? i i I I . ?''/ ?,???/tl? :i?l
L ill- -':' '•'a
I-iii=?
G
L
Rererte nCaS Run ofConrrol pleasures
6'0. Temporary Diversions
Outlet Protec:ion
L 6.4 1, Oudet Stabilizadon S4-ucture
Sediment Trans and Barriers
6.60, Temporary Sediment Trap
6.6 1, Sediment Basin
.4ooendiz
8.03, estimating Runoff
Compacted till

Practice Standards and Specifications
6.83

Definition Small temporary stone dams constructed across a drainageway.
Purpose To reduce erosion in a drainage channel by restricting the velocity of flow in
the channel.
f?
Conditions Where This practice may be used as a temporary or emer gency measure to limit erosion
Practice Applies by reducing flow in small open channels. Limit drainage areas to acres or less.
Do not use check dams in live streams.
Check dams may be used to:
L reduce flow in small Lzmpor-.. , c annels that are degrading, 6ut• where
permanent stabuization s impractical due to their short oenod of useful-
ness;
• reduce flow in small ?rodi..g channels where consuac:ion delays or
weather conditions prevent timeiy installation of nonerosive liners.
Planning Check dams are an expedient way to reduce gullying in the bottom of channe!s
r Consideration S that will be filled or stabilized at a later date. It is usually better to at the chan-
1L ne! or divert the flow to stabilize the channel than to install check darns.
However, under circums•,ances where dais is not feasible, check dams may be
he!oful.
L
Check dams installed in gras34ined channels may kill the vegetative lining if
submeraenc-- alter rains is too long and/or silting is excessive. All stone and
riprap must be removed if mowing is planned as par. of vegetative ?,ainteaance.
Consider the alternative of protr.^ting the channel boacm with ma•mriais such
as riprap, concrete, tioerg!2ss .,-,at or omen profec Live linings to combination
with gr'.ss before selecting c eck dams.
?- Design Criteria Lne followinQCriceria shouie v used xhen desit*tuing a check dar..:
L
Ensure that the drainage area above the check dam does not exceed
acres.
• Keep the maximum height, at ? ft at the center of the darn.
1 Keep the center of the check darn at least 9 incites lower than the outer
edges at natural ground e!evadon.
• Keep the side slopes o a dam at 2:1 or :latter.
• Ensure that the maxim,.::il soacing between dams places the toe of the
upstream dam at the =--. eievadon as the top of the dcwns;r m dam
(Figure 6.$?a)
• Stabilize overflow zn_- aicf L -..."annei io resist -- osion ::used :v
c ebk ualrlS.
• 1
13
Figure 6.83a Space check dams in a --hannel so that the crest of oownstrearn dam is at elevation of the toe of upstream dam.
' Use 2 to 1S-inch stone (N.C. Deparunem of Transportsdon crass A or
class B erosion control stone).
r?•
Kev the stone into the ditch banks and extend it beyond the abutments a
' ` minimum of 1S inches to avoid washouts from over-low around the dam.
r-
Construction 1. ?lace stone to :he Lines and dimensions shown in :he plan on a filter fabric
Specifications foundation.
r .
Keep the center stone section at least 9 inches below natural ?round level
where L` a dam abuts the channel banks.
3. =:.te:td stone at least 15 ft beyond the ditch banks
(Figure 6.83b) to keel,
over-low water from undercutting the dam as it re-enters the channel.
t- 4. Set spacing becueea , s to assure :hat ttie elevation at the :op of the lower
:aM is the same as the toe elevadon of the upper dam.
:. Protect the channel downs-..am from the lowest check dam, considering that
water will flow over and around the dam (•?racdc: 6.=1, Owler Stabilization
Srru^:u-e).
6. Make sure chat the channel reach above the most upstream dam is stable.
i. 'Ensure that channel appur=rmces, such as culvert entrances below check
darns, are not subjec: to damage or blockage from displaced stones.
r
Maintenance Inspect check dams and channels for damage after each runoff event.
andcipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dam. Correct all damage immediately. If sig-
nincanc erosion occurs between dams, install a protective riprap liner in that
portion of the channel (Practice 6.31. Riprao-pined and Paved Citannels).
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from c:--: ling sediment over the dam. Add stones to
as neede......- zntan iesizn -- =,c ;widen.
L = The distance such that points
A and B are or equal elevation
M • . r
Practice Standards and Specifications

L
1
t
Class A or B
Erosion Control
Stone ? ,•?.-?? ?
`flier ?' / G ax
fabric '" 3?nier
I
Section A-A
Figure 6.33b Stcne cneck care-S tone stioui?t be ciaced over L'.e cannei canks ,o keep wa,er i :;n cu?nc arcunc ne can.
L
f:
Re"erenceS ur..?=Cor.>e:arce.'.fes:re?
Oude; Profec::or.
S.=I, Ou:ieE Stabid=don Sc.:c;sre
`'or;n C?roiina:?e?cr;n:e.^.: ot: rcrticor:c:ior.
S2:ac::-d Sccc:::caucns :or ?oads and Sc,?_._ s

I
NOTES
- ALL ELEVATIONS SHOWN ARE IN FEET, NGVD '29 AND WERE TRANSFERRED TO SITE FROM NCGS MONUMENT
"PEPSI", ELEVATION = 36.41 FEET
cy ~ - WETLANDS AREA LOCATED BY HENRY WICKER MY CORPS PRELIMINARY P(J'1T; NOT FOR RECORDATION, - TWETLANDSHE U.S. PERMTTEDNFOREFILLING IS 0.967 ACRES
P F
o i~
CONVEYANCES, OR SALES - TOTAL PARKING SPACES PROPOSED = 147 (INCLUDING 6 HANDICAP) - TOTAL AREA DISTURBED BY PROPOSED BUILDING AND PARKING LOT IS 2.0 ACRES
i - SEE ARCHITECTUAL PLANS FOR DIMENSIONS FOR PROPOSED
O SANCTUARY
w
k 1'0
SITE
B Y~ 9
A~ ' q Fj A
6'F
OAI~ sx N.C. HIGHWAY 33 ~!y
F / SHENANDOAH SUBDIVISION
/ M.B. 47, P. 64
VICINITY MAP, N.T.S. ' 30
I
11
/ ?f' ' l3 ~ I\
/ 3Z \
/ NEW DITCH PORARY SILT FENCE PE / r INV - LO32.70
WATER SURFACE ELEVATION = 34.44 / / SIDE SLOPES 2:1
Ip\ HIGH WATER MARK ELEVATION = 34.86 / I o~ 1 h~
PROPOSED ASPHALT / / 279.79' x~
J I DRIVE AND PARKING y 1 x N 44°28'59"W W
W
WETLANDS TO REMAI "J. 'LANDS TO REMAIN 1y RAI E W EL 1
x n' WOODED TEMPORARY ROCK WOODEu 0' K IN 8' TRIPLE MAPLE - 1
Lo EXTEND 4" PLASTIC CHECK DAM \ CONCRETE
INV = 33.8 PIPE 56 L.F.+/- t6 34 FLUME INV - 3¢.76 -~F F F
- F F=F F 1~-7- Y ROCK X 5' W -----DITCH SECTION x x
x____l X x x- d- x x y^ X~h -16 x dp* x x
+ w X M- D _----jam
WETLANDS 44' 18" RCP f ~e•~ FILL LIMIT N LANDSCAPED O 0.10X XI
METAL COVE SEPTIC T K PUMP ~yb 4Sth "'ry PROPOSED ASPHLr DRIVE. TOP= 36.3 O y LP GAS TANK CONC. PAD w 6. LANDSCAPED x~
INV- 27.21 lVf ISLAND ISLAND I 0 20' NEW DITCH 'I t RADIUS SIDE SLOPES 2:1
METAL COVE rONC. W TER 36.1 ~k k W 601 1 'p /i
TOP= 36.6 h APPROX. SEP x 34 W
INV= 27.01 Sg ANK o 3 ..r x e x LOCATION e 70'I 20I SP11 1,
METAL COV CLEAN OUT 363 _ 36.4 X d4 x' 20 ' SPA, ES
OP= 36.5 y6 I 610, 9PLANTER )NV= 27,00 r9' ,
SEPTIC TANK 4" PLASTIC PIPE (END) " 7D. 6'X 6' CONC. PA INV = 35.62 CONC. PAD W x I ~w NX 4 O
f + !d W/ HVAC. 6,HVAC I-LP GAS A K A K O
CHAIN LINK FENCE) ss 36 6'X 6' NC. PAD 4 CONC. WALK 33 i PRO SED ASPHAL P KING LOT LANDSCAPE WETLANDS I
W/ Hv.A' EXISTING ONE STORY \ { I BRICK CHURCH EXISTING ONE STORY o< ANDSc _ FILL LIMIT O z D f a l I 1 I i~ ~ I ~1 ~
- y5. D 6s' 59' e BRICK FELLOWSHIP HALL 2,7 1, U + IrU PORCF+~ COVERED HC RAMP _ rKN I 36' w J6 6 INV=' W >
/ x~ I I I 3 33.2 a 32.76 ~
PLANTE P R 6 W 1 -FINISHED FLOOR ELEV' 36.99 ^ x" IFENG h 1 ~ ~ N
O 5' 0 76.0' - o l ~ x I~ I 211 SPACESI I y"' I y ti i
KARL E. TURNER, ETAL a ' 36.5 X - r ab ~ ,I x A X II 27 SPACES~I
ESTATE FILE 90E, P,496 J' CONC. WAL n 36'I~
APPROXIMATE p NISHED ooa 6" ROOF DRAIN - - n , 17 F 36
PARSONAGE 36? REM EXISTING D.I. ELEV- 39.49 DROP IN e u NEW 2' X 2' D.I i x I PRO ED A LOCATION PORCH INLET li X56 A I !c 34 1 o
ONE STORY BRICK TOP = J6.6 ~PORTIC PAINTED k EDGE OF WETLANDS f~ 9 PAINTED x
J20, INV LIGHT/ POWER ASPHALT 3y \ POLE D 36.8 ISLAND ASPHALT \ vI / to ISLAND
+ 4 1 x J~, 35.8 ~ ' REMOVE AND \v~~o LANDSCAPED
~ LIGHT,IPOLE REPLACE WALK ° z ISLAND w \ rl ~ I ' II i ~ ~ ~ 1
aO I GRAVEL PARKING LOT- \ s+ PROPOSED xg F 1 ? a TO BE PA ED PLANTER /SANCTUARY ~ I I I w I^ 'I i I II I y6 z' ~
n TER PLAN ~ UPON COMPL ION OF FF - 36.99 10'x' 21 SP~CE` ~5 x XI II'
WEST PARKI LOT AREAS p A J W I i
I 211 S=ACES °D to i I I ~ ~ I I E I ^I I
FLAG N xy o 3° X NCGS MONUMENT
TIE ASPHALT TO / GRAVEL DRIVE-' POLE N y TOP OF CONCRETE kN ~rt Yp N L DRIVE--\ "PEPS/" x
OF CQ9 9' ` 3' CONG«s ~ I 17221.816 METERS \ c ~ F- LANDSCAPED Y 2
TYP. WALK 0 / X = 749288.424 METERS ISLAND x~e NAD '83
20 NEW 5' WALK REMOVE ~e 35 ~i ~ + I I , I
i B REMOVE GRAVEL= 33'
h1 ,56 G L DRIVE 14' fj 24' IL e . I 0 37 y'I I ~ 9 6 x~ O 9'! I ! v~ ^ '09"µr
k 15 M" GRAS AREA 23' SPICESI
n' POLE 37 654.64' ti N 42 58 eo 7 NV 9' S 43°48'04"E 7057.03'
PLANTER s o' INV= 33.91 POWER INV ~ WATE POLE x
BRICK SIGN°' METER POLE S AREA y INV= 3 .9
35 y 3~0 35 5" R IN 4.83 E/
R//~ - - - 5" RC. 35 5 x ~ 15" RG x ti 56 ~y ^3'X 15 15" R INV= 34.63 /P
0 9 6~
INV- 33.3 INV=1 3.21 INV= 33.50 EXTEND EXISTING 15" RCP - 24 LF. 50 X 20 X 6" THICK try x~~ I x L.F. \ x 66 CONSTRUCTION ENTRANCE X~
1 6• x E/
a `I EXTEND EXISTING 15" RCP - 20 L.F x~ ELEV= 36.81 x xy6' x RAILROAD SPIKE 20' RADIUS, TI'P.
1 INV= 33.61-J IN POWER POLE - 2550' f TO
33 NCSR 1444
N.C. HIGHWAY 33 EXTEND EXISTING 15" RCP NT) YW
10' ON EACH END (60' R/W - 22' PAVEMENT) - - - - - - SHEET 7 OF 1
- - - - - - - THIS DRIVEWAY TO BE SITE PLAN FOR
- - - - - ABANDONED AND CLOSED
BELVOIR FREE WILL
BAPTIST CHURCH
I. DEED BOOK T 33, PAGE 319. DEED BOOK 72, PAGE 695 DEED BOOK M 35, PAGE 128 , DEED BOOK 353, PAGE 159
OWNER DEED BOOK 92, PAGE 394
REFERENCES LEGEND CGEND vO•"~~~ A~n''rq~~
'r I M.B. 33, P. 163 0 -EXISTING IRON PIP 'ISTING IRON PIPE BELVOIR FREE WILL BAPTIST CHURCH BELVOIR TOWNSHIP, PITT COUNTY, N. C. (I STING CONCRETE RIGHT 3695 NC 33 WEST 1~•Q~N Q~/ .ta JANUARY 25, 1999 SCALE: 1"= 30'
. M.B. 47, P. 64 n~ - EXISTING CONCRET PITT COUNTY REGISTRY OF WAY MONUMENT WAY MONUMENT
WITH POWER POLE ?ERHEAD UTILITIES GREENVILLE, N.C. 27834 s'~O ~~1S1fRF `
o---o OVERHEAD UTILITIE TH POWER POLE [phone] 30 0 30 60 90
331x - EXISTING SPOT ELI KISTING SPOT ELEVATION C/0 PHIL ANGE, PASTOR y rs-z" _27Tf y~ 'I ell
33 - EXISTING CONTOUF KISTING CONTOUR GRAPHIC SCALE - FEET
_ rnrr nV WFTI AND arc nc WfT1ANDS "•'~'°~'frSQ~.J~ Spruill & Associates Inc.
LEPHONE PEDESTAL
DRAINAGE AND EROSION CONTROL BY: TP - TELEPHONE PEDE' - F- - FILL LIMITS OF WE 'LL LIMITS OF WETLANDS 2747 East Tenth Street
36.1 % - PROPOSED SPOTi ROPOSED SPOT ELEVATION Greenville, North Carolina 27858
,ROPOSED CONTOUR [phone] tq I
J.S. Janowski & Associates 37 - PROPOSEDCONTC 4- 15-99 ADD HANDICAP SPACES
990.06
105 C E. Victoria Court Greenville, NC 27858 3-12-99SOUTH PARKING LOT
1 ENTRANCES
a 252-756-8918 REVISIONS: 3-4-99 PARKING LOT GRADE ` O a
J

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! 1 PROPERTY LINE 157.92 N50 36 59 I 118.61 N50 36 59 E ~ 50 36 59 E ~ ~ ~ ~ m
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' NOTES
- ALL ELEVATIONS SHOWN ARE IN FEET, NGVD '29
AND WERE TRANSFERRED TO SITE FROM NCGS MONUMENT
pro z~ PEPSI , ELEVATION -,A.41 FEET
PRELIMINARY PLAT; NOT FOR RECORDATION, -WEDS AREA LOCA BY HENRY WICKER WITH THE U.S. ARMY CORPS OF ENGINEERS.
- TOTAL PARKING SPACES PROPOSED = 147
CONVEYANCES, OR SALES - TOTAL WETLANDS AREA PERMITTED FOR FILLING IS 1).967 ACRES - TOTAL AREA DISTURBED BY PROPOSED BUILDING AND PARKING
LOT IS 2.0 ACRES
0 aww; - SEE ARCHITECTUAL PLANS FOR DIMENSIONS FOR PROPOSED SANCTUARY
F
SITE
r, 'A
A.y~, • A
N.C. HIGHWAY 33 fT~
SHENANDOAH SUBDIVISION
M.B. 47, P. 64
VICINITY MAP, N.T•S.
3D
/
I
y NEW LIM TEMPORARY SILT FE?XE I I
u,44 -4 INV 32.70 - - - / e SIDE SLOPES 2:1 sr
4L4~ A
DROP AND PARKMO WATER SURFACE ELEVATION \ 33 X5 f 2T~.7Y' yyp yy1 yye
- 04NJDR'W' x
x a WETLANDS TO RE"N W 1 J7$ 11 I 2 1 S TO REMAIN W RAILROAD SPIKE I
y = WOODED " - TES PORARY ROCK EXTEND INV = J3.8 PE 56 L.F.PLASIIC CHIN DAM ROCK WOOD w IN 8" 7RVPLfwA/APLE
x
yti ~~F F~ y° 34 INV = 32.76
z z z z x z x c F F x I
t; z x X----"--%- 0 x 10'---z--- X-.~~ 0 I DITCH SECTION
t k' x_-x 6
METAL t SUPT C i K PUMP/. co J3 34 x a TOP- 36.3 PROPp WETLANDS 5 44' 18' RCP E ti yy1 x~y FlLL UNIT 3'• o I LANDSCAPED O 0. lox x 3y
I INV=27.21 ISOMACrprry~ SCAPED x~ CANO
LP CdR TANK METAL COVE o6 4' CONC. WALK CONC. PAD W Oya LM1 ISLAND ISLAND INN` - 32, 20' NEW DITCH
36.6 TOP= 1 + APPROX. SEPTIC TER 38.1 ` x~ RADIUS I SIDE SLOPES 2:1
INV=277 6 6iANK 30.2' x 34.7 W M1 x z METAL COVI. z 38, ICLEAN OUT x LOCA3 x x361 " u 14 to Y ;0 i
10 2 SP CES
INi0P= 36.5 ~y I V- 27.00 + 6. , 61.0' 9 PEWTER
C TANK 15.0' 3a Sl/ 4" PLASTIC PIPE (END) o• 70' xl~ • 20 SP ES g, I - I 2 n e o9! I W~ 9 I x '1 I a n yti ~y N x x ~ I 1
" •f 5 ` 6'X 6' CONC. PA WV •3,5,62 CONC. PAD W
CHAIN LINK FENCE 91 R W/ HVAC s -~4' CONC. WALK n HVAC 6'X 6' NC. PAD- 69,
\ W/ HV4C EXISTING ONE STORY o LAND PRO SED ASPHALT P KING LOT 33 a WETLANDS
y BRICK CHURCH n EXISTING ONE STORY 10,4' 360 ADD I o rs~ BRICK FELLOWSHIP HALL s7 58 p E I FILL UNIT I C, w
PORCH-' COVERED HC RAMP r \6 I ' g INV=I
' x i 3W ,L ~ 24• ~ INV 32.76 33.247 a
FwisnLO noes ncv. 3Q99 z 6FENC h ~P g c 5' 0 7s.o'
KARL E. TURNER, ETAL 36.5 0 P 21 SPACES N X
ESTATE FILE 90E, P.496 _ N I L y 2 I
APPROXIMATE 3' CONC, WALK- ° - - 36. i 21 %o s CES x ~y + x
PARSONAGE FUSWD noOR 6" ROOF DRAM j LOC436 M NEW 2' X 2' D. eiev 39.49 DROP \ yas l/ y I cc,
ONE STORY BRICK °INV 34.5 PORCH INLET \b x A iop = 36,6 POR + I 32.0' INV - 36.11 LIGGIHfT/ POWER s PASWTEDD 3 a x to w I o
PAINTED \ x EDGE OF WETLANDS P w
PO 3&8 ASPKM IS ANDLT N w¢ b
35.8 I x ISLAND REMOW AND o 3 0 lkal u(Aii,POLE 1§j REPLACE WALK o LANDSCAPED yb. ISLAND "
PROPOSED 4 GRAVEL E PAR G PA LOT PLANTER O /ANCTUARY 8E PA TO PON COIN OF PUNTER S of y I
U x~°9
WEST PARKA G LOT GRASS FF ' 3609 iSl 10, 10' 2 CES 5 x x r-
AREA I M 2 W n e Y i 3_~
W
TIE ASPHALT G TOP OF CONCR RETE~ j5a GRAVEL DRNE- ' 4~ ' o bbb x x
' - _ - , NCGS MONUMENT
~ fir.: _ ~o j TYP. 3WAL~K
' . I Amv RL71p14 ISLAND
f 24 10' 33' I
4r Gft EL N6VE C 24' 10' CRASSxAREA ~ a ^,1"3 6
g• g 2 SPICES 9' 6• ~yo x~e
PUNTER GRA AREA ' INV= 33.92 POWER MV= 4.19 0 \/NI!= 4.1 S 43.4804"E o-i POLE 654.64' ' u v ti N 42.58'09'W 1057.03'
BRICK SIGN 9.0m METER a 9 ANY 9 POLE WA GRASS AREA =
35 x
15" RC y 34 35 IS" ~ /W x 15" R w 6 35 3fgog--- 15 R 1 4. E/
15" rob' 36 INV= 34.63 /P
INV= 33. INV= 33.21 h9 3 + 15"
NV= 33.50 INV • 34.0 yLyp EXISTING IS" RCP -14 LF.e a"- X81 ti o 4;1 xyb° TEMPORARY GRAVEL. x 1~ x 16 Xy11
b x x RAILROAD SPIKE 20' RADIUS, TYR CONSTRUCTION ENTRANCE E/
- INV= 33.61 IN POWER PORE 2550',± TO /P
N.C. MG"AY 33 3 NCSR 1444
- - - - - - - - - - - -
- - - - - - - - - - - - (60' R/W - 22' PAVEMENT) rHls DRAhwar ro BE J----- /W ABANDONED AND CLOSED SHEET 1 OF 1 SITE PLAN FOR
BELYOIR FREE W=
BAPTIST CHURCH
DEED BOOK T 33, PAGE 319 . DEED BOOK 72, PAGE 695
OWNER DEED BOOK N 35, PAGE 128 , DEED BOOK 353, PAGE 159
REFERENCES LEGEND It M.B. 33, P. 163 0 - EXISTING IRON PIPE RON PIPE DEED BOOK 92, PAGE 394
M.B. 47, P. 64 -EXISTING CONCRETE RIGHT 'ONCRETE RIGHT BELVOIR FREE WILL BAPTIST CHURCH CARQ~J BELVOIR TOWNSHIP, PITT COUNTY, N.C.
PITT COUNTY REGISTRY OF WAY MONUMENT )NUMENT 3695 NC 33 WEST RY zs, lsss scALE:1"= JO- ~~,,STERfO
OVERHEAD U77LJ77ES TH POWER POLE R GREENVILLE, N.C. 27834 ww $ 30 0 30 60 90 R POLE [phone]
sz:s -o WI 1„VT T \ ~ 33sx - EXISTING SOT ELEVATION Mr ELEVATION C/0 PHIL ANGE, PASTOR 1.21 0
~ 33- EXISTING CONTOUR ,ONTOUR GRAPHIC SCALE -FEET T
WETLANDS ear HFM m C
DRAINAGE AND EROSION CONTROL BY' -W- - EDGE OF WETLANDS S r r» i 11 k A c C n p i A f.e q 1 n c.
TP - TELEPHONE PEDESTAL EPEDESTAL Z.~Q'71 ~.y'yr~;;,,+•' "r1 K111
~M1 - F- - FILL LIMITS OF WETLANDS OF WETLANDS
) SPOT ELEVAl70N 2747 Saef Tenth Street Greenville, North Carolina 27858
J.S. Janowski & Associates ,V o 36,1 X - PROPOSEDSPOTELEVARO [phone]
105 C E. Victoria Court Greenville, NC 27858
o 0 990.06
0
spp~