20110245 Ver 1_More Info Received_20110419

I"I" IIII"III"II'I 11111 Jill I"I FAST LANE PICKUP DATE Lf 121 hUl l PICKUP TIME
36614 SAME DAY DRIVER 1JIC, # OF PIECES I WEIGHT
!,I
?_ - BILL TO : (8HIPPER RECEIVER 3RD PARTY
NEXT DAY CAR VAN ROUND TRIP CHARGES
FROM
SIGNATU
S&EC
11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
846-5900
TO
828-0303
I
COMPANY NAME j
STREETADD/RESS
CITY 'L£.I f'.l< ST
CONTACT NAME I 1 t it
RE '? t. ...?j PRINT
PHONE# } n`l 4, 'cl!

DATE TIME
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
11 _ © Q_4,5
April 19, 2011
S&EC Project # 11531.P2
To: N.C. Division of Water Quality
Wetlands, Buffers, Stormwater, Compliance and Permitting Unit
Attn: Annette Lucas
512 N. Salisbury Street-Floor 9 Fl 0 V
Raleigh, NC 27603 v
From: Debbie Edwards JMR PR 1 9 22011
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road . ryR1E AL
Raleigh, NC 27614
Re: Highland Pointe @ Summer Grove-New Information for Stormwater Management
Plan Review
Cumberland County, NC
To Annette:
On March 14, 2011 a Stormwater Management Plan (SMP) was submitted to your office for
review and anticipated approval for the Highland Pointe @ Summer Grove project. On April 15,
2011, additional information was requested in order to continue the SMP review. As such, the
following information is being provided:
1) Wet Detention Basin Supplement forms for Basin #'s 1 & 2, including the completed
checklists;
2) Stormwater Pond Volumes calculations for Basin #'s 1 & 2;
3) Partial Plan sheets for Basin #'s 1 & 2, see sheets 3.3 & 3.4;
4) Section view of Basin #'s 1 & 2, see sheets 5.10 & 5.11;
5) In response to the request for the boundaries of drainage easements for Basin #'s 1 & 2-
The project engineer indicated that "There will be no drainage easement for the ponds.
The City of Fayetteville requires that each pond be on its own lot. The ponds are located
on individual lots that will be maintained by the HOA. The lots have direct access to
public ROW.";
6) In response to the request for the Planting Plan for vegetated shelf for Basin #'s 1 & 2-
The planting plan is a typical shown on sheet C-6.5 that is also referenced on the plan
sheets C-3.3 & C-3.4;
Charlotte Office: Greensboro Office:
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
7) In response to the reminder that Seasonal High Water Table data for Basin #2 is
necessary for a complete review-According to the project engineer, "The supplement
forms along with the test report from the soil scientist were submitted with our initial
submittal. The supplement form lists the seasonal high water table. The seasonal high
water table was determined to be 20" from the ground for pond #2. From speaking with
the soil scientist and best estimate, it appears that the ground elevation was 158.00'. This
gives a seasonal high water table elevation of 156.33'. The permanent pool elevation is
156.00'. This is within the +/- 6" allowed.
Please contact me at [phone] or the project engineer, Scott Brown at [phone] if
you have any additional questions.
Sincerely,
Soil & Environmental Consultants, PA
ebbie Edwards v ??
Environmental Specialist
CC:
Scott Brown, P.E.4D Site Solutions Inc.
Attachments:
1) Wet Detention Basin Supplement Forms & Checklist
2) Stormwater Pond Volumes calculations
3) Partial Plan sheets for Basin #'s 1 & 2
4) Section view of Basin #'s 1 & 2

Plolec t name
Corked pmm
Phone number
Date
Drainage area number
9104264;777
3181!011
2
MFOWATM >
Sb CMradarlstia
Drainage area
Impervious am, post-development
%impervious
Design rainfall depth
Stomp Vokons: Non-SA Waters
Minimum volume required
Volume provided
Stomps Volume: SA Waters
1.5• ft#Wvokme
Redevelopment 1-yr, 24-hr n"
Post-development 1-yr, 24-hr nmolf
W'Nmmm volume required
Volune provided
Pak Flow Calcubdons
Is the pre/post control of the lyr 24hr stain peak low mgterad?
1-yr, 244 mintall depth
Rational C, pre4evelopment
Rational C, post4evelopment
Ralrtall kkorW. I -r, 24-hr storm
Pre,developrnerk 1-r, 24-hr peak low
Post-development 1-yr, 24-hr peak low
PmFoet 1-yr, 244r peak flaw corbrd
Elovadons
Temporary pod elevation
Permanent pod elevation
SHWT elevation (approx. at the perm. pool devadm)
Top of 100 vegetated shelf elevation
Bottom of 101 vegetated shelf elevation
Sedmment deanout, top elevation (bo&n of pond)
Sediment desnoct, bottom elevation
Sediment storage provided
Is there additional volume stored above the ste"uied temp. pool?
Beuallon of the tap of the additional volune
sN?r?rr rrr??
•lo1
?;?` ?' - 027452 ;,
M
STORMWATER MANAGEMENT P IiTi AutTt6N FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Permit No.
00 be P-*W by DWQ)
`O??F W A TE9OG
A
?' C
O <
This Ib?m must be pled art, pniKed and submftd.
The Regdmd Items Checfclst (Pmt IN) must be pdel:d, peed at and 0610ed along *11h al of ft MOW imbrmation.
Grove
544,500 fe
212,773 fe
39.08%
1.0 in
18,150 fe
25.130 fe
R'
fe
l'
to
OK
OK, volume provided Is equal to or in aromas of volume required.
y (Y or N)
3.0 in
0.25 (tsnttess)
0.55 (witless)
0.13 irYhr OK
0.41 fe/sec
8-so feisec
0.48 felm
157.71 fins)
156.00 fire!
150.33 Orel
156.50 Onsl
155.50 Orel Date not needed for calculation option ufr1, but OK I provided.
149.50 Orel
148.50 Orel Date not needed for calculation option #1, but OK if provided.
1.001
y (Y or N)
157.7 final OK
Farts W01-Wet Detention Besin.RevA-9117A9 Pats L a a. Desf9rr 5umm@rY Paob 1 of 2
Dnww:? •1..
• (to be provided by DM)
iION •, Y?
Surhos Ares
Ara, temporary pool 15,76611
Area REQUIRED, permanent pool 10,727 RZ
SAIDA ratio 1.97 (wilds)
Area PROVIDED, permanent pod, A om_xd 11,782 R` OK
Area, bottom of 10ft vegetated shelf, Ab._.b.r 9,667 Ile
Area, sediment cfeanout, top elevation (bottom of pond), Aw_.w 3,704 It'
Vohrnres
Volume, temporary pod 25,13010 OK
Volume, permanent Pod, VW M-" 441277 fe
Volume, forebay (sum of forebays d more than are forebay) 8,141 R3
Foray % of permanent pool volume 18.4%% OK
SAMA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mou takVPledmont SAIDA Table Used?
SAIDA MOO
Average depth (used in SAIDA table):
Calculation option 1 used? (See figure 10-2b)
Volume. Permanent pod, Vr..._,a
Area provided, pemlanent pod, Ape.,_..i
Average depth calculated
Average depth used in SAIDA, d.r, (Round lo neatest 0.51t)
Calculation option 2 used? (See figure 10-2b)
Area provided. permanent pod,
Area, bottom of 10ft vegetated shelf, Ab.L.b.r
Area, sediment cleanout, top elevation (bottom of pond), Abate
90%
N (Y or N)
Y (Y%N)
1.97 (ulWess)
y (Y or N)
44,27710
11,7821`
3.76 R OK
4.0 R OK
(Y or N)
11,78211
9,687 it
3.704 R2
'Depth' (distance blw bottom of 101tshell and top 0f SM*M t) 6.00 R
Average depth calculated R
Average depth used in SAIDA, de„ (Round to. No rest 0.5R) R
Drawdown Cslculadons
Dmwdown through orifice?
Diameter of orifice (iI circular)
Area of orifice (i 4M-Circular)
Coeffkdent of discharge (CD)
DMV head (H.)
Drawdown through weir?
Weir type
Co~ of discharge (Ce)
Length of weir (L)
Driving head (H)
Pre-development 1-yr, 24-hr peals low
Pod-dev*pment 1-yr, 244w peak flow
Storage volume discharge rate (ttragh charge orifice or weir)
Storage volume drawdown time
AddMiond Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of fkwrpafh to width ratio
Length to width ratio
Trash rack for overflow & on ioe?
Freeboard provided
Vegetated liter provided?
Rsoorded drainage easement provided?
Capues all runoff at ultimate bulld-out?
Drain mechanism for maintenance or emergencies is:
y (Y or N)
2.50 In
IF?
0.60 (unless)
0,571
n (Y or N)
(unweaa)
(urwass)
R
R
0.41 f0lsec
0.21 f0laec
0.12 Ra/sec
2.30 days
OK, draws darn in 2.5 days.
3:1 OK
10:1 OK
10.0 R OK
3:1 OK
1.6:1 OK
y (Y or N) OK
1.0 R OK
n (Y or N) OK
y (Y or N) OK
If (Y or N) OK
Amp out
Forth SW401-Wet Detention Bask, Rsv.eAHT= Parts I. & N. Design WW", Paps 2 of 2
Permit No.
(to be provided by DWQ)

Please indicate the page or plan sheet numbers where the supporting documeiftion can be found. An incomplete submittal package will
rwuit in a request for additional Information. This will delay final review and approval of On project. Initial in the space provided to
indicate the following design requirements have been met. fi the applicant has designated an agent, the agent may initial below. N a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
CSB C-3.1 & C.3.2 1. Plans (1'- 50' or larger') of the entire site showing:
- Design at ultimate btakkut,
- Oft site drainage (if applicable),
- Delineated drainage basins (nclude Rational C coefficient per basin),
- Basin dimensions,
- Pretrtaabnent system,
-High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
CSB C-3.4 2. Partial plan (1" = V or larger} and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance atMrW,
- Permanent pool dimensions,
- Fombay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
CSB C-5.11 3. Section view of the wet detention basin (1" = 20' or larger) stnowing:
Side slopes, 3:1 or lower,
- Pretreatment and treatment arhris, and
- Inlet and outlet structures.
CSB C-31 4. H the basin is used for sediment and erosion control during construction, dean out of the basin is specified
on the plans prior to use as a wet detention besin.
CSB attached 5. A table of elevations, arovs, incremental volumes & accumulated volumes for overall pond and for icrebay,
to verify volume provided.
CSB C-3.1 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
CSB attached 7. The supporting calculations.
CSB attached 8. A copy of the sited and notertmd operation and maintenance (O&M) agreement.
WA 9. A copy of the deed restrictions (if regWrod).
CSB attached 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
sod maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.e-9/17/09 Part III. Required Items Che&113t. Page 1 of 1
Highland Pointe Pond #2
Storm Water Pond Volumes
Volume above permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
155.90 - - -
156.00 11,782 589 589 0.10
156.50 14,033 6,454 7,043 0.60
157.00 14,739 7,193 14,236 1.10
157.50 15,460 7,550 21,786 1.60
158.00 16,194 7,914 29,699 2.10
158.50 16,942 8,284 37,983 2.60
159.35 18,247 14,955 52,938 3.45
Volume below permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
149.40 - - - 149.40
149.50 3,984 199 199 149.50
151.50 5,499 9,483 9,682 151.50
155.50 9,221 29,440 39,122 155.50
156.00 11,398 5,155 44,277 156.00
Forebay volume
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
149.40 - - - 149.40
149.50 310 15 15 149.50
151.50 840 1,150 1,166 151.50
155.50 2,030 5,740 6,906 155.50
156.00 2,912 1,236 8,141 156.00
Highland Pointe Pond #2 volumes.xls Printed 4/18/2011
Pemrt No.
(to be provided by DWG)
\O?OF W ATF9OG
r
o ?
MCDE11R
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Tis form must be Od out Permed and A bmAMd.
The Requirod items Checfitist (Par 00 a& be prated, ANrd at end subs illid along aM a8 offt required iNbrrwo n.
b PROACT INFORMATION,
Pojeet rwm ltighiand Pave @ Slanner cove
Coned Person ScottBrown
Plane number 9104264M
Do 317)2011
Drainage am amber 1
M. DOM WORMATION
Sib charac
Drainage area
Impervious area, post4evelopmert
% hwvhx
Design rainfall depth
Stores Vohm: Non-SA Waters
Miininum volume required
Volume provided
SW W Volume: SA Waters
1.5' runoff Volme
Pre,development 1-yr, 24-hr ruralf
Pod-development 1-yr, 24-hr ruwff
Mari mjm volume required
Volume provided
Pear Flow Cal lsdons
Is the prerpost control of the 1yr 24hrstorm peelc flow required?
1-yr, 24-hr ralrtal! depth
Rational C, pre-development
Raltnd C, post4evelopment
Rob Waisily:1-yr, 24-hr storm
Nkovelopmert 1-yr, 24-1r peek flow
PoeHdevebpmert 1-yr, 24-hr peak Bow
PrdPoet 1-yr, 24-hr peak flow control
Ebvadons
Temporary pool elevation
Permanent pool elevation
SHAT elevation (approx. at the perm. pool devalim)
Top of tOR vegetated shelf elevation
Bottom of 10R vegetated shelf elevation
Sefte t deenout, top elevation (bottom of pond)
Sediment dearaut, bottom elevation
Sediment storage provided
340,203 fly
132,726 fe
,
39.01 %
1.0 in
11,3401?
13,815 f?
f?
.?g
it3
OK
OK, volume provided is equal to or In excess of volume required.
y (Y or N)
3.0 in
X0.25 (urYtless)
a 0.55 (unitless)
0.13 nltr OK
0.25 felm
0.56 felon
0.31 q3/wc
164.73 firs!
163.35 fiusl
156.34 finl
163.85 Imel
162.65 foal Data not needed for c ulaAetion option #1, but OK if provided.
156.85 kw
155.85 fief Data not needed for cdalatlon option #1, but OK I provided.
1.00 R
Is there additional volume stored above the stale-required temp. pool? y (Y or N)
Elevation of the top of the addWord volume 164.7 fiesl OK
Form SW401-Wet Detention ee9"ev.rr-9117109 Pape L a N. D"W Smw nay, Pape 1 of 2
Permit No.
(to be provided by DWO)
S,rleos Areas
Area braywnartr pool 11,00711
Area REQUIRED, permanent pool 7,655 fe
SAIDA ratio 2.25 (mom)
Area PROVIDED, permanent pod, Awp,o, 8,107 fe OK
Area, bottom of 10fl vegetated shelf, AbL" 6,407 fl
Area, sediment dwout, top elevation (bottom of pond), Ab, p v 1,810 fe
VoNrma
Volume, temporary pod 13,81511' OK
Volume, per"1011 t Pod, VP,,,p,,, 26,955 f?
Volurne, be* (sum of fombays 9 more than one bra*) 5,651 fe
Forebay % of permanent pod volume 21.0%% OK
WVDA Table Dab
Design TSS removal
Coastal SAIDA Table Used?
Mo nbinlPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculdon option 1 used? (See Figure 10-2b)
Volterra, permanent pod, Vr,.,pw
Area Provided, pemnanert pool. Am. _,,,,
Average depth saedated
Average depth used in SAIDA, d.,, (Round to nearest 0.511)
Calludadon option 2 used? (See Figure 10-2b)
Area provided, peranent pool, Ar,..p,,,
Area, bottom of 1011: vegetated shelf, Ab L*m
Area, sediment danout, top elevation (bottom of Pond), &.LP
'Depttn' (distance hJw bottom of 10ft shelf and top of sedinert)
Average depth cak:Uated
Average depth used in SAIDA, d,,, (Round to rarest 0.511)
Drawdown C*okd ns
Drawdown through orifice?
Diameter of ortfiee (if crcdar)
Area of office, (I-no"i xiar)
Coellident of discharge (CD)
Driving head (H.)
Drawdown through weir?
Weir type
Coefficient of discharge (C,r)
Length of weir (L)
Driving head (H)
Pre-development 1-yr, 24-hr peak low
Paetdeveloprnent 1-yr, 24-v peak flow
Storage vehane discharge rake (t vm* dlsdnarge orifice or wet)
Storage volume draWown time
Addttbnd tnfornantlon
Vegetated side slopes
Vegetated shelf slope
Vegelated shelf width
Length of Wsmpelh to width ratio
Length to width radio
Trash rack for overflow & orifice?
Freeboard provided
Vegebbd liter provided?
Recorded drainage easement provided?
Capers all runoff at ultimate build-mV
Drain medrenieim for maintenance or emergencies is:
90%
N (Y orN)
Y (Y or N)
2.25 (witless)
IF (Y or N)
26,95311'
6,107 A°
3.30 R OK
3.5 R OK
n (Y or N)
8,107 ft
6,40711!
1,81011
6.002
ft
It
Y (Y or N)
1.75 in
W
0.60 (urwess)
0.46 It
N (YwN)
(mi)
(u)
ft
It
Mow
0.09 f6aec
0.06 I?hec
2.90 days
OK draws down in 2.5 days.
3:1 OK
10:1 OK
10.0 It OK
3:1 OK
1.7 :1 OK
y (Y or N) OK
1.0 ft OK
n (Y or N) OK
IF (Y or N) OK
If (Y or N) OK
wP out
Form SW401-Wet Deter M Bnln-Rev .8•W17M Parts 1. & 11. DWW Sunray. Pepe 2 or 2
Permit No.
(to be provided by DWQ)

Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will dilly final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been mef, attach jraffflcation.
Pagel Plan
initials Sheet No.
CSB G3.1 & C-3.2 1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
- Off-site drainage (d applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage essenmennt
CSB C-3.3 2. Partial plan (1' = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with hash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
CSB C5.10 3. Section view of the wet detention basin (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet strictures.
CSB C-3.1 4. If the basin is used for sediment and erosion control during construction, dean out of the basin is specified
on the plans prior to use as a wet detention basin.
CSB attached 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
CSB C-3.1 6. A construction sequence that shows how the wet detention basin will be protected from sediment unfit the
entire drainage area is stabilized.
CSB attached 7. The supporting calculations.
CSB attached 8. A copy of the signed and notarized operation and maintenance (O&M) agreement
WA 9. A copy of the deed restrictions (if retired).
CSB attached 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.e-9117109 Part Ill. Required Ibems Checklist, Page 1 of 1
Highland Pointe Pond #1
Storm Water Pond Volumes
Volume above permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (so (cf) (cf) (ft)
163.25 - - - -
163.35 8,107 405 405 0.10
163.85 9,963 4,518 4,923 0.60
164.35 10,551 5,129 10,051 1.10
164.85 11,153 5,426 15,477 1.60
165.35 11,769 5,731 21,208 2.10
165.85 12,399 6,042 27,250 2.60
166.35 13,043 6,361 33,610 3.10
Volume below permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cfl (cf) (ft)
156.75 - - 156.75
156.85 2,007 100 100 156.85
158.85 3,117 5,124 5,224 158.85
162.85 6,022 18,278 23,502 162.85
163.35 7,782 3,451 26,953 163.35
Forebay volume
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
156.75 - - - 156.75
156.85 197 10 10 156.85
158.85 544 741 751 158.85
162.85 1,450 3,988 4,739 162.85
163.35 2,200 913 5,651 163.35
Highland Pointe Pond #1 volumes.xls Printed 4/18/2011
~ ~ 4 CT _ . ~ I 409 Chicago Drive - Juite 112
A(Mg ~ ® . 2 s Fayetledille, Norlh Carolina 28306 ~
J C RTy STpNE ~ o I , ~ LEGENO: [=ax (910)1426-5777
w T~ T Cj ~ ~ t (sl } E~ ECM-EXISTING CONCRETE MONUMENT - • - • - - • -SETBACK LINE C GUY WIRE ~ ~ R v W ti ' ~ EIP - UMITS OF CONSTRUC110N Ucense Number: G2354 _
~ U Cp y o ~ ! I ~ ®EIP-EXISi1NG IRON PIPE ss SANITARY SEWER LINE ®TELEPHONE PEDESTAL iTAI - sF - sF -SILT FENCE LINE ~j ~ ~ ~ ~
~ mg ~ i I ~ E1R ®EIR-EXISTING IRON ROD sD STORM DRAINAGE D4 WATER VALVE - - -JUTE NETTING T - av-av-DIVERSION BERM ~ o L T i o I I V li
P s , ~ I _ ~BQ ERB-EXISTING REBAR WATER UNE FIRE HYDRANT OCk MILLMANN ti~~p I ' ' SAO SRB-SET REBAR sns UNDERGROUND GAS LINE ? WATER METER INUIT PRf OTECTION
R1VF ~ pp ~ °~r p CT RD a ` `u 1 ' o CP-COMPUTED POINT OVERHEAD UILITY ®WATER MANHOLE ! ~ENGINEERINS ~511RVEYING ~ GPS c~TRllcllON LAYOUT
F9p ~ { I ~ s I I NSF -NOW OR FORMERLY - ®WETLANDS Q STORM DRAIN MANHOLE 0 I I l VHOLE
~ ° S Rio j I ! ~ ; I R/W -RIGHT OF WAY - - -PERMANENT EASEMENT ®CATCH BASIN
RIVERCHASE ~ t ~ ~ ~ " w X } Q ~ w j RCP -REINFORCED CONCRETE PIPE FENCE LINE SQ SANITARY SEWER MANHOLE G i x ~ , PL , Q MANHOLE ~ I ~
a a ~ I ~ _ I CMP -CORRUGATED METAL PIPE ~ ~ ~ ~ ~ ~ TREE LINE ~ SHRUB 1 ~ I ~ ~ ~ A 4
~~r ~ ~ - _ _W CI -CURB INLET z zos.a~'SPOT ELEVATION RIP RAP F a I ( ~ I o i 0 1AKE rTH a ~ 1 ~ ~ TH -TOP OF HOOD BENCHMARK ASPHALT ~ ~
o ? ~m , = d TC -TOP OF CONCRETE ®SIGN CONCRETE ~ ~ ®1~1019iIIBI$l/~~ ~ a ~ y ~ , li ~ ~®®CARp ~ r
~ v ~ ~ ~ ~ I W ~ OT -OPEN THROAT CATCH BASIN MAILBOX `SOIL ~ ~ ~ i 1~ ' ® ~ ~ I ~ ( ~~°®®~S3 /a, cep
DR S~T~ ,;;i~,~r'~ 1 ~ ~ ' 3 PROPERTY UNE ®ELECTRICAL METER \ WETLANDS D~g~, Rp~tl 0 3 ~`I' ~ i
C Ng _ _ C. ;,`,v. ; f___ a - - -ADJACENT PROPERTY LINE ®TRANSFORMER ; 1 0 ( ® ~ ~ I SEA : _ 1 j .m
( M~ ~ _ 0 ~ ° _ 'ail ~ - - - ~ ~ N pp~'S _ Ili) I _0 ~ - -TIE UNE ~;i UGHT POLE , y I - Ij 1
f ~ RIGHT-Of-WAY ®UTIUTY POLE / ~ _ - v ECM ~ ~ ~ ' i Iva I y 1~ ~ _ _ _ _ ~ r ~ I I ~ ~ ~ ~ pc ep ~ Nay®eQ
, i~i M ~ . ~//j I I 1 - _ _ ~ ~f~ c.:u_7 I I I I ~
~ \r I I , ~~J I r 1 ' ~%~r>, / , ~ I I' 'ik._ t 'r ~ ~ i I I I 1P911111 _ ~ ~ I i
~ it a?~ i ~ , t I i4 \ If\r~1 - ~ ~i r ~ ~ 'i' % ,r"
~ _ s (BENT),.- ~n \i / ~ ~ 111 ~ ' 1 / ~ ~ , r
NOT TO SCALE ~ ~ - ~ ~ ~1 ~ ~ rr,~~r~,~ ~ y., , ~ n d!_//~l~~jl~~; M _ ;1 ~ ~ ~ ~~°~v%~~U~~/'~.i/iii«%,~'~C~i~ ~I I~ 1 ~ I
5/8" EIP 1 ~ . ~ , 1 ~;,r~,n ~ ' ~ ~ oFFtINE I14~:;~%' 'P~ - , - ~ ~ ~ r ~ ~ I\/ 54 ~ ~ / ~ ~ ! ~T/i , ~ °~s~l~~%r ~ f~~., 1 r°(~f f~~~1 i(~L~lr' - ~ ~ y ~I I
i, / ~ ,-r o , ~ i 1 'I ' i ~ ' I i ~ I I ' i„ Ij ~ , ` 'i t REVISIONS
2" EIP \ A ~ ; \ i ~ STICK INSIDE` / _ --~y ~ 1 ~ ~ ~ ~ ® i ~ _ 65
~ \ ~ i ~ 51 ~ l W/ TACK / ~ ~ ~ - I ~ ~ ~ j ~`l"~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ 1 ~~ji 1 ~ _ / - ~ ~~~ti
j f ~1 ! I ~ _ ~ -
r-, ~ ~ 48 ~ 53 t ' ~ i i- I X47 ~ ~ i; ~ ® ~ I
~ • ~ ~ ~ ~ I ,
i ~ ~ ~ ,y ~ - I ' ~ ~ 1,~, ~ ~ ii 64~
/L~ ~ f ' ® I w ~ I i _ ~.A i ~ ~ \ z~; ~ _ , r ~ 1,I;, I 1 ~ ~ 1,
~ ~ ~ - - ~ ~ ~u 57 ~1 1 ~ I° ~ ~ - / t!, I I 0 T f' 1'- ,I~ ~ ~ I I ~ ~
~ I ~ , ~ e
. \ ~ +f ~ ~ ~ I ,/~j I ~ ~ ,
1 f ~ ' ' ~ NDNfARD COUR w ~ , V ~ \ i ~ ~ i ~ 1NI STREET ~ V ~ ~ ~ ? i63 ~ I ~ X50 RAW -PUBLIC ~ /j ~ . ~ I ~ ~ , I
~ , t ~ o e !/V _ is ~ ~ - ~ `1 ~ ~ o I ~ _ 1 Q"LV Is ~ ~ ~ ~ ~ ~ w i ; I N
' ~ I ~I N N it I ~ Q
V' ~ 1 , ~ ~ /i • .
i ~ 1 AI ~ ` ~ ~ A \ ~ 1 i, ~ ~ , ~ ~ 62 ~ ~ - - - e ' I
~ t , ~ L 1/~ ~ ~ ~ - . - ®o ~C~ i ~ ~ ~ p a ~ ( ~ # p- F ~
5 ~ " , \ r.=
1 ~ A ~1 ~ ~ rr ~ ~
~ 1 ~ ~ I ~ ~ t \ ~ \ ~ ~ ~ _ 1 ~ _
1 73 _ ~ I ~ ~ ~ i
~ i ~ ® , , r , A.-_ _ / ~ ~ ~ _ - ~ E ~ r i ~ A i y - y _ _ ~ _ ,
- t. ~ ~ , I 1 _ - ~ ~ ~
I ~ 1 ~ , _ : _ ~ - _ ~ ~ ~ ~ ~ ~ I ~ ~i, I n PROJECT NAME
\ t/ 1 i, i VI~IIV ~ ~~~f-F r - ~ r ~ ,mil _ \ - _ _ - _ o - ~ ~ ~ I ~ ~ ~ ~ I r 'I , ,r ~ i . ~i ~ 60 ~ - ~ ;
- _ ~ ( ~ \ i CA + it ~ ' ~ s 74 ~ _ _
• _ . ~ ~ i t ~ „ ~ ~ ~ r ~ j~ ~ ~ ~ ~ ~ r - _ ~ ~ ~T~.. ~ ~
' ~ I L ~ ~ ~ ~ ~ ~ ~ ~ rTI~ ~ 1 ~ ~ ~ ( ~ . I
, ~ - _ N Ij~ II I
Y t \ ~ , .1 _ ~ ~ ~ \ _ , ~ , ~ ; ~ 75._ y ~ I M ti ~ \ \ ~ `\1~~ \ \\i ` \ ~ 1 1 ® i 1 Iii P
~ 1 ~ ~ ~ - _ -
3 ~ ~ ~ ,r q - _ ~ - ~ ~ - _ ~ o i ~ ~ \ - - _ ~ ~ ~ ~ E ' SU MER GROVE
< , r
, ~ ~ ~ , _ T'`~ ~ ~ ~ - _ ~ ~ \ i _ n ~ ~ , ; sup®IVISIoN
_ t ~ a$ ~ ~ , ~ ; ~ I ~ T; I ~ ZERO LOT LINE)
M ECM 1 i ~ ~ WINDd - ~ ~ _ _ R/ RU ~ ~ ~ ~ ~ V AM ER~ ~ ~ _ ~ _ - z CIRC ~ '/r , , ~
~ , - _ _ r , 3 ' ~ ~ ~ ~ \ ~ ~ R/w - Pueuc sTRE ~ - - - 2 ~ ~ ~ ~ ~ ~ / t ~ 1, ~ ~ I ~ Ili :a
- _ 1 _ - r - _
, • ~ ,
~ ~ ~ , , ~ ~ ~ 1 DRAINAG , ~ 1 ~ ° ~ r''~ s`~~ ~ ~ 1 ~
i / _ ` ~ ti ~ ~ i~ ~ 1' ` ~ I ~t i~~
~ i ~ ~ V \ _ . ~ ~ . _ \ ~ \ s j r9 , . l \ - , ~ ~ ~ ' ~ ,,7 ° _ AREAS
. ° ~ ~ ~ ~ ~ ~ 'ail , , ` ~ ~ ~ $Q ~ ~ I ~ 1 9 ~ ~ ~ I
, ~ ~ ~ I
f.l ,V ~ y I i~ ~ I ;I
h ~ 30 y,- - v ~ _ _ ~ ti \
r ~ / 22 _ ~
~ - _ iz ~ , r 14 _ _ ~ j` ~ , ~ ~ ~,r ~ . ~ - - - /i ~(r, - - .v~- ~ ,
r ~ V ~ , ' ~ ~ ~i, I ~ CLIENT ~ ~ ~ \ ' 1 \ ~ I I
_ ~ / ti 1
v ...v / t
i s J ~ ~ ~ ~ ~ ,.1 f~ HIGHLAND P41NT OF t ~~.e ~ s~ ~E I
~ /r ~ + 13 ~ D ' , ~ ~ _ ,f - / ~ , _ - 'v ~ ~ t r' ~ ~
• .-t , ` ~ a, i _ ' f ~ / , a, „ ~ , ~ ~ , ~ ~ ~ ~ , ~ ~ , ~ , , ; ~ ~ , , - 1, E 1, , ~ cc, LLc
, ' w ~ v ~L ,6 y, v f t ~ " ' ~ t t ~ ~ ~ t A ~ ~ ~ ~ ~ ,i4~ ~1 f ~ ~ ~ ~ \ ~R, ate;
\ ~ ~ % 27 ~ - ~ W v ~
~ , ~
l~ _ ~ , ~ ~ ~ ~ ~ ~ ; , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ (`I ~ ~ 1 FRANCISCAN DRIVE 7670 Raeford Road ~ ~ ~ 1 ~ ~ ~ ~ t ~ ~ ~ _ I I . , - 50' RAW
. i ~ ' _ _ ` i 1 ~ ' 83 ~ ~ ~ V ~ ~ ~ ~ ~ ` `~~er , ~ ,1~5 - Puauc sTREET Fayetteville, North Carolina 28304
i ~ ~ li. ~ ' ~ ~ d ~ ~ i a \ _ ~ ~ ; 1 ~ ~ ~ ~ 1 ~ , ~ ~ ~ ~ ~ ~ ~ ~ _ Phone: [phone]
t 26 - _ ~ - r r / ~ ~ ~ li V ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ - - - Fax: [phone]
~ 11 _ - ~ \ ~ ~ I ~ ,
~ i 1 i , - r/ ~ _ ~
~ . ~ ~ I ~ ~ ~ \ I A ~ , ~ ~ , 'itGG> ~ i ~ I~ I; < < PROJECT INFORMATION
SEE SHEET ~ . ~ ~ _ _ ~ ~ ~ I i I ~ i ~M - ~ ~ .r ,t,~, , A, A \ ~ ~ ~ V 1, ~r~ I 1 ~ r .BEM ~ ~ ~/l f , r A ~ ~ a 1
ill ~ -r t - r r ~ I i ~ ~+~r •2.2 FOR ~ C - nr-- I ~ - i _ , OUTFACE _ ~ ~~2„ \ ~ _ \z° _ _ " _ - t_ ~,~~z~ ~~z.a. EcM r~jzn,r. ECM i, ~ it ERB ERB NTH ~ .ERB ~ ~ cif, ~ ~ I DESIGNED BY: SEAN
- \ ERB ERB / ~ ~ ~ C> ERB I ~ EIR / i~ / ~ ~j
_ ~/z„ i 1/z" i _ ~1 ` ~ ERB ~ ~ ~ I ~ _ s a" ERB i ERB I ~ _ - ~ I ~ ~ ~ 9 ~ 8 i~ ~ I / I i 1 ii ~ ~ I DRAWN BY: SEAN i ~ ~q
• ..w°° EIP ~ ~ ~ ~ I I
~ ~ r ~ I I r c iPi -c~ / ~ ~ m ~ ~ ` I / / ~ ~ ~ ~ CHECKED BY: SCOTT
~ , o ` ' / I f ~ ~ ~ I ~ ! { PROJECT NUMBER: 488 ~ ~ ~ ~ '(il ~ it i ~
i i I ( ~ ~ ° ~ , ~ ~ I ~ Y 1 - _ _
' ~ ERB _ m 1 ~ ~ _ ~ ~ i : I ~ li ~ ; ~1 DRAWING SCALE
~ (BENT) ~ .i 1 1 i I 1 ~ ,~1~ r~ / !I ~ ~ ~ ~ I 11 I, HORIZONTAL: 1" = 60'
~ II ~ i 1 ~ ~ j ~ t
~ / i ~ / i / ~ 1 , I \
EIR i~ ~ s ~ ~ - _
I ro ~ I l _a......---® ~ T ~
t I ~ i " ' ~ ~ ~ ' j,~` ~ DATE RELEASED
I'
/ r"' i ~,ll , N 1 ~ % ` I APRIL 18, 2011
~ ~'l' I S 'I~ !i ~
GRAk'IM UALE . SHEET NUMBER
® 60 0 30 60 120 240 l T-III III 240 ~~1
Adillk
Mom
/ ( IN FEET)
1 inch = 60 ft.

_ _ - . u _ ~ ~ ~ C r 409 Chicago Drive- `JUite II2 ~ \ 1 ~ \ ~ Fayelkeville, North Carolina 28306 ~
al~s~ \ 37 1, - _ ~ ~ Phone: [phone]TjJ
coa a WpRTry SrpNEf ~ o LEGEND: ~ ~a• • 184 r Fax [phone]TJ
w T~ Cr Cj Y ~ J \ Ec~ ECM-EXISTING CONCRETE MONUMENT - • - • - • - -SETBACK LINE C GUY IMRE ~ R ~Uti. EIP - LIMITS OF CONSTRUCTION , _ ~ ~ ~ \ License Number: C 2354 ; %
~ v cp~g2 0 J 'j \ 0EIP-EXISTING IRON PIPE ~ SANITARY SEWER LINE p TELEPHONE PEDESTAL ~ mg a ~ EIR Oo EIR-EXISTING IRON ROD ~ STORM DRAINAGE D4 WATER VALVE )ESTAL - ~ - ~ -SILT FENCE LINE '
F ( ERBO ERB-EXISTING REBAR ~ WATER UNE °0'FIRE HYDRANT - - -JUTE NETiiNG ` ~ ~ ~ ~ .J I C. ~ \ C ~ 183 ~ LL~~ n) - av - ~ -DIVERSION BERM ~ ~ a.J O L T I ® .J , I I V
OC ~Sy SRB tis~,o RIV k MILLMANN ~ F~ 0 SRB-SET REBAR cas UNDERGROUND GAS LINE u WATER METER _ _ INLET PROTECTION - ® „
F~~ 00a RD 'gyp ;';1 ~ cP o Cp ;f~ CP-COMPUTED POINT OVERHEAD UIUTY ®WATER MANHOLE .E ° ~ENGINEGRMG ~SURVSYiNG ~ 4ps ~ coN5luuciioN ~nYOUr
~D = , N/F -NOW OR FORMERLY - WETLANDS ~ STORM DRAIN MANHOLE o~ ° ~ l?, ~ CATCH BASIN uIANNOLE ~ ~ _ . _ " 182
3 'o I: R/W -RIGHT OF WAY - - -PERMANENT EASEMENT RNERCHAS ~ ~ . _ _
RCP -REINFORCED CONCRETE PIPE X FENCE UNE 0 SANITARY SEWER MANHOLE PL ~ ~ ~ 0 _ ]2 MANHOLE ~ 27.00 LF ~
o CMP -CORRUGATED METAL PIPE ' TREE UNE ~ SHRUB 0.74% 15" RCP ~ c
~ ~ CI -CURB INLET x zoe.a~' SPOT ELEVATION ~ RiP RAP ~9 LAKE TH ~ ~i TH -TOP OF HOOD BENCHMARK ASPHALT T o 181 ) _
~ 1 a ~ TC -TOP OF CONCRETE SIGN CONCRETE
~ ~ OT -OPEN THROAT CATCH BASIN ®MAILBOX ~ SOIL ° e7 ®m s
DR SITE 3 ~ L,y PROPERTY UNE e~ ELECTRICAL METER 0 WETLANDS \ ~ ' s 180 ® _ ~ ° ~ 4QF ~®o® ®-13 ' \ ~ ~ SEA < ®
C~CeY R0~lh o `~.i - - -ADJACENT PROPERLY UNE (]TRANSFORMER ' `0~ ~ m ~ ti_° r 02
~ C ~~0 ~ ~ - • ~ ~ h 0{ys T1E UNE UGHT POLE 9 ~ o ~ _ PP TY P ~ t
~ ~ RIGHT-OF WAY UTIU OlE j ; Z r~ ~ ~ ®m I N ®®®+o
~ , i i 4 ~ iti i L, ~
V ti _ O ~ i ~ \ ~ _
t7j ® ~ .
I - ~ __i_.. . / i o ~ :~~a.: i ~ ~ NOT TOSCALE
o ~ i ~ I J'~ ,
i ~ ~ ~ . ~ - REVISIONS _
. ~ I ~ ~ ~ ~ ~ 31 \ \ ~ \ 2$ 9 176
-v ~ ~ ~ ~ ~ C Q
~ ~
~ 0 y ~ ~ ~ ~ ~
~ 0 a~° v ~ ~ / o~ 175 ' - Z 29 / / 0
o ~ '.l fn \ ® ~ `
~
® 174 ~ _ ~
_ ><I o 20' DRAINAGE ~ \ ~ j ~ ~ ~ EASEMENT ~
I ~ ~
1~ 173 ` / Q
\ ~ . o ~ 84.63 LF U ~ p ~ ~ 0.65% 24" RCP I ` _ ~
~ J ~ ~ X120.81 LF ® ~ ~ 172 ® ~ ` ~ v~ ~
I ''•ti JB-17 ~ ~ ' 1.03 24" RCP ` W
JB-7 ~ 49.93 LF ® U ~ ~ _ r _ f,
p 3.61 30" RCP ~~0 J \
' ~ RIP RAP DISSIPATOR 0 , 23 ~ <
• V _
D50: 10", THICKNESS: 23" 0 _
\ •ti ~ \ ~ . ~~g. ~ ~
~ FOREBAY ~ t63 x ~ 20' SEWER SEWER ~ ~ ~ , _ ,~o r10
b ~ EASEMENT
o PO-45 'i, J , ~ `4~ - ® ~ ~ ~ . ~ ~ ~ PROJECT NAME cl-ts ~ n~o \ \ sal
~,~G ~ 166 ~ " niQ nlQ nio ~ .~IQ nlQ - a nla nla nla A , r 1~ , . /
~ / '~~o ~ ~ ~ ~ _ \ \ ~ ~P~,
v m o n1 ~ y _ \ _ .
~ 27 ~ ~ HIGHLAND 's `
~o I J 163 o ~ ~ ~ 24 \ l 5 \
~ 10' VEGETATED v N _ ~
SHELF. TO BE o J SEEDED PER DETAIL
ON SHEET C-6.5 ~
~ P1 I I
o J JN JN ~..A ~
WET POND #1 N i
~ 92'X153'
U 26 I'.. .25~ _ i alt . ® ~ _ f
x ~ TEMPORARY BAFFLES ~
(nP) ~ ~
J U o N
J
i
RI-46 I ~ \ ~ EASEMENT ~ /
x , U F~Q~e , . O V? , ~a rya
a9 oa, I
N: ~ . ! ~ s ' \ ~
~ _ UG / _ _ _
,~,00 F SF SF SF - f'~ ,
OOl OOl - ~ JB-47 S OlF OOl OOl ~ - j OOIF OOl OOl OOIF OOl O ~ 00~ 00~ OOl ~ r
X00 l OOl 001 OOl OOl OOl i - - - - y~ RB - CLIENT
~/z~ 20' DRAINAGE ~ ~ EASEMENT / ~ ~/2° ERB ~ z° ~ ~ ~ ERB ~ 1 aG
~ ERB . ~ 4"
EIP i ~ ~ HIGHi.AIVD POINT OF
• ~ 1 30 EMERGENCY " RAP M~ V,~ 2°~ SPILLWAY UNED
/ .,::•~'®p6 TH RIP RAP AS • ~ ~ ~ CC, LLC
~ SHOWN , 5 ~ ...:...~~0 0
PERMANENT PONDS ARE TO BE USED AS
~,,i A TEMPORARY SEDIMENT BASINS 1HROUGH . ~ CONSTRUCTION THEN CONVERTED TO WET
LO PONDS UPON STABILIZATION OF THE SITE.
/ • / `,00 i / ` . - i / 7670 Raeford Road
Fayetteville, Norm Carolina 28304
a~ . Phone: [phone]
i~, ~ 1 Faz: [phone]
1 p~ l ! ~ FES-48 . ~ ,t ~ ATTACH A 2.5" FAIRCLOTH SKIMMER PERMANENT WET POND
(OR EQUAL) WITH A 2.2" ORIFICE TO WATER SURFACE: 163.35'
l ~ .,,rte ~ RI-46 FOR DEWATERING THE SEDIMENT HIGH WATER: 165,47 (10 YR STORM) ~ r ~ BASIN DURING CONSTRUCTION. REMOVE THE fR STORM) ~ PROJECT INFORMATION
SEE SHEET ~ ' j ~ 5/e SKIMMER AFTER CONSTRUCTION IS COMPLETE. TOP OF POND: 166.50' ~ INVERT OF POND: 155.85'
G•2.2 FOR / ~ ~ EIR • i ~ x~ EMERGENCY SPILLWAY: 165.50' OUTFALL ~ ~ / + **CLAY/IMPERMEABLE LINER SHALL BE PLAC .50' / t SHALL BE PLACED IN THE / DESIGNED BY: SEAN
I BOTTOM OF THE POND.
' RIP RAP DISSIPATOR l ~ L: 12' W: 6' 14' / DRAWN BY: SEAN
1 D50: 8", THICKNESS: 18" CHECKED BY: SCOTT
/ PROJECT NUMBER: 486
1_®®®..~.®_®--®-___ \ ° ° DRAWING SCALE

HORIZONTAL:1 ~ = 30'

,
DATE RELEASED
s
° _ ° _ _ ° _ ° - - - APRIL 18, 2011

B ~ NTI A TIT TTN !YN A T T,
\ 3 1 0 D 1 3 6 120 / SHEET NUMBER
s
\ ( IN FEET )
\ B 1 inch = 30 ft.
_ B

^ ~ r / 409 Chicago Drive -Suite 82 ~182~
A~MS_ ~ ` ® ~ EASEMENT ~ Fayetteville. North Carolina 28306 ~ ~ Phone: (gI0) 426-6777
COg ~ / ~ WORrH ST0~1E o / ~ LEGEND: ~ 181 _ _ , ~ ~ Fax [phone]T/7
W T CT E in ~ _ ~ C~ r 187 Ec I~ ECM-EXISiiNG CONCRETE MONUMENT - - -SETBACK LINE C~ GUY WIRE ~ R U ~ ` \ \ EIP - LIMITS OF CONSTRUCTION ~ ~ tense umber. C-235
~ ~ CT~9,1, o ~ j ~ ' / ® \p OEIP-EXISTING IRON PIPE ~ SANITARY SEWER LINE D TELEPHONE PEDESTAL d ~ ~ / \ ~ C EIR ESTAL - s~ - s~ -SILT FENCE LINE ` ~ ~
• ~ \ 00 EIR-EXISTING IRON ROD ~ STORM DRAINAGE D4 WATER VALVE ~ \,i \ ERBO ERB-EXISTING REBAR WATER UNE ~0'FIRE HYDRANT -~x -JUTE NETTING ~ ~ \ ~ ~ ~ ITG
~ ~S~ \ ~ \ \ SRB ti,~.~o -~-a~-DIVERSION BERM S~q( ~ ~ INLET PROTECTION - -,..,_F p 5 L T 6 0 , ! C
R Ck MILIMANN , F~ ~ / 186 0 SRB-SET REBAR cas UNDERGROUND GAS LINE NJ WATER METER NFL COp D ~Pp ~ / V / ~ ~ ~ o A CT R ~ Sy, ~ / C • ~ CP-COMPUTED POINT OVERHEAD UIUTY ®WATER M NHOLE 30.22 LF ~ - ~Otyy ~EN~IP~E6R~Ny~eurzVEYirIG~4vs~coNsrQUaiordu,YOUr~ ' 0.66% 15" RCP > _ _ ' ~
~0 $ q~F ~ N/F -NOW OR fORMERIY - ®WETLANDS ®STORM DRAIN MANHOLE /
° ~ ~ti j ~ ~ • R/W -RIGHT OF WAY - - -PERMANENT EASEMENT ®CATCH BASIN ~
RNERCHAS ~ as ~ <0 • , \ Q ® 185 / ~ • \ RCP -REINFORCED CONCRETE PIPE X FENCE UNE SANITARY SEWER MANHOLE R MANHOLE 178. - . /
PL x ~ ~ ~~F M ~ C o a CMP -CORRUGATED METAL PIPE ~y~s~ TREE UNE ~ SHRUB ~ ® ~ _ Ci-254 _
~r ~ ~ _ ~ / ~ CI -CURB .INLET x 2aa.aT SPOT ELEVATION ~ RIP RAP F v L4KE TH ~ 37 ~ / TH -TOP OF HOOD BENCHMARK ASPHALT - ,
~ ~ 1~ ~ \ ~ - CONCRETE 177 ae- - - - - - _ _ _ ...~ti \e ®®egUlUllli~~j®® ~ ~ CAR®l A®®® ° Sao
w ~ TC -TOP OF CONCRETE SIGN r / ti ~ ~ ~ ~ OT -OPEN THROAT CATCH BASIN ®MAILBOX ~ SOIL
DR S6TE V / ~ ~ eM WE NDS D l / ~ ® ` PROPERTY UNE ? ELECTRICAL METER ~ TlA ~ 43.09 LF ~ \ ~ \ ~ 38.30 LF ® 0.81% 15" RCP ~ ° d
CMG r RC~4 0~ ~p ~ - - -ADJACENT PROPERTY LINE ®TRANSFOF2MER ~ ~ - 163 ~ 19 i 222% 24" RCP _ - ~
, - - -TIE UNE ~ UGHT POLE ' ~ PP ' \ , _ _ -
~ ` ~ RIGHT-OF-WAY ®UTIUTY POLE Q / ~ / ; / ®a _ m _ ® \ \ \ ® ®®°®®I N~°°®®

182 ~ ~ , ' ~ r , - _ _ ; / ~ ~ CI- 2 1, ~ y~ ~ ~~~o~lf B 119®~®~®® -1,~ - e ~ ~ \ ~
27.00 LF ® ~ _ ~ i I ~ ~ CI °28 ~
_ i 0.74% 15" RCP _ ' ~ 0 ~ ' ~ ' ~ ; ' _ r \ ~ i e NF ~ \ <
- - 181 _7 - - _ ~ ~ ~ _ ~ NOT TOSCALE - _ , ~ ~ , ; , 27.00 lF / 1 pU e ~ RpR ; .
~ ~ i ~ 0.74 30" RC ` - i , 0 - << w 0.74 30" RCP - ~ 13ops.(F® _~srRFF~VF _ COUBLE ~ ~ ~ \ _
r ~ ~ ZQ SPOIL AREA 20' DRAINAGE ~ , ~ / ~ , ~ 44. - / _ _ _ 4g4~, , - 173 _ j ~ ° ~ - ~ . ~ v ; ~ REVISIONS
~ _ ~ ; EASEMENT " _ ® 180 r ' ~ ~ ~ j _ _.43.43 LF ® RCP ~ ~ ~ \ 6 " ~ ~.w,
, i ' ® f : ~ 0.81% 30" RCP_ ~ _ _ _ ~ 1 1,24 ~
~ ~ i ' 175'j ~ 7 ~ „ ~'7~ ~ -970 - ~ . ~ ~ r~~, ~ ~ ~RCy' ti ' ~ CI-39~~
i l ~ ? ~ . ~ r ~ r c \ r
~ ® CI-14 p ~ EASEMENTS. ~ •
~ - _r i - i_ Q _ ~ ~ ~ . _ , Q / \ ~ y 0 _ __r. ~ ~
1 . ~ ~ ~ 78 ~ -A__ _ ~ - % ~ 0 • / / M ~ t ~ ~ ~ ~0 ~ _ ~ 27.00 LF ® j r ° ~ ~ ~ ~ ' 7~i \ 0,74% 30" RCP . `y\ OC ~ m ~
~ _ i 0 \ ' V~ ~ ' - ~ ~ , \ S , _ C' q ~ _ ~ ~ ~ / VARIABLE ~ ~ ~ ~ I ,~o ~ ! I i DRAINAGE ~ \ ~ ~ ~ r
_ _ ~ _ - , _ - ; . e 177 0~ ~ ~ F ~O ~ ~ . • F ~ at4 ~ N ~ p EASEMENT ! 9 ~ , \ 0 ® ~ `
~ 21 ~ _ ~ \ ~ ; _ 4 ~ T I ~ ~ 0
/ ' r • _ r-. i
F , \ _ _ ~ liN-_-- ~ ~ ~ - / F ~ ~ ~ p ~ ~ ~ ~ $ ~ ~ ~ ~ ~ ~ o
- - a.
~ n- 0 ' ~ / i~ l l t / y v, ~ . t
~ v~ C , ' ~ iy
\ ~ 175 ~ - _ 173 173 ~ ~ ~ ~ ~ r ~ ~ ~1\~L \ 0
/ ~ / 0 ~ ~ 4,~ 43.15 LF ~ _ , ~ ~ - 1.16 36 RCF ~ / ~ ` 43.15 LF ® ~ ~ ~ ~ ~ ~ ~ A \ 1.16 36" RCP ~ ~ ~ ~ ~ ! ~ ~ A
~ \ _ _ ~ 20' DRAINAGE ~ - - _ _ _ - P ®p ~ r ~ ~l ' r ~ ~
~ 174 z4 ~ EASEMENT r'~w ~ ~
/ 0 ~ ZZ ~ ~ J t Q 4- - - `"tee 'w. C ~ r~ \ / l ~s ~ ~ ~ , ~ 6 ~ /i ~ ,r ~ / / v \ / ! ~ / 1 \
~ 0 ~r ~ t,.i ~ O
- . 173 ~ ~ ~ Q•• _ , `4 ` `n 0 / ~ ~ u I ~ ~ V
~ - \ ~ ~ \ ~ i ~ , ~ 43.16 LF ® ~ ~ \ ~ ~ PROJECT NAME 2.32 36" RCP ~ A ~ ~ ~
f. JB- 0~'~ / - OtiV
• _ _ 0.81 LF ® ~ . ~ • ~ 2 / - ~ w W / _ , r ~ / - _--_DIV DIV DIV i 017
3% 24" RCP ~ i ~ J ~ _ ~ ~ ~ ~ V Ot}1~ ~----'001 OOl OO~j ~ / ~j ~ ~ ~ , , - ~ _ ~0-l ~e~ ~ ~ HIGHLAND
S~, ~ OR BAY
7 ~ - ~ . ~ ~ ~ OINTE ~
. / 0-31 ' ~ ' / p~J~ RIP RAP DISSIPATOR ~ ~ I ~ \
~D50: 10", THICKNESS: 23" / ~ o ~ ` ~
i / ~ ~ \
.y • ~ \ , - ~
\ _ i 9 ~ ~ ,tq 1~:~ ~ I VI/ vii ~I V I ? I I ~n
.~A.._ 1fl- ~ - - ~ / pj ~ ~ ~ - f
~CI 16 / A~~~ ~ ~ ~ vIV TEMPORARY ~I~ ~i~ ; MP~RARY
J.~ y / ~ ' SILT FENCE ~ ~ ~ DIVERSION L LI (TYP) I; ~ ~ ~ BERM (TYP} / tSe O t
r~ ~ ~ v1 y vI/ ~ ~ ~ a ~ ~ I
~ ~ I - ~ A` 1 / ~ i~ i ~ ~ ~ ~r ~ l
/ i ~ ' f vI/ ~ vI~ ~ \ ~ i ( ~ ~
24 ' ~ ~ ' 12 c1-34 ~ 54 ~ ~ ~ / P~' _ ~ ~ '20' DRAINAGE OUBLE ~ I <<~ ~ ~ ~ DETAILED / P2' ~
_ ' EASEMENT i
S . _ ~ i ~ . r _ _ / WET POND #2 ~ WET POND #2 ~ l1 v ~ ~ a WETLANDS v ~ ' ~ ' I ~ ~ I
_ - - ~e CI-3 ~ 110'X181' 110'X181' ' ~ ~ rrI ~ i
~ ~ 27.00 LF ' 1 ~ ATTACH A 3" FAIRCLOTH SKIMMER ~ ~
_ / ,ti. ~ ~ 0.74% 18" RCP ~N i 1 "/(OR EQUAL) WITH A 2.8" ORIFICE TO v U ~ ~ ~ j 83 ~,/®NTROL PLAN RI 51 FOR DEWATERING THE SEDIMENT 1 I i I
~5 r' Zs ~ , • _ I i r i ' ~ ~ ~ 01 BASIN DURING CONSTRUC110N. REMOVE THE ~ 1 ~
LOt LIN ~ - ~ ~ . ~ _ E , 53.37 LF ® ~ _ ~ .A.84% 18" RCP ~,-149 I SKIMMER AFTER CONSTRUCTION IS COMPLETE. ~i ' i ~ ~
' k ~ l,i 1 - ~k ~ ~ ~ y i~ I ~ I I i ~ CLIENT i ~ yS ~o ~ v!~ ~ ~ ~ ! ) ~ !
a ~ 1 i ~ I f OT X8242 ~ I ~ t- I of rn ~
/ ` • ~ / ~ r- ~ ~ 155 - - \ \ / ~ ftllvi 15!.74 ~ ~ -n
~ 20' SEWER \ ® ~ CI-32 ~ ~ RI-49 ~ ds TC 152.04 . LOC C ~ ~ ~ i ~r1v 14~,r6 ~ ~ ~ i [ L PIT - .:i.` 13g.8> i p ®5 ~ INV OU i 145.01 \ ~ ~ ~ ~ \
I , / EASEMENT \ ® ~ DOUBLE 157 ~ ~ I \ ` - - C LLC
~ _ J- 1 I I ~ , v ~i
, ~ . ~ ® ® % 160 - I ~y r
l_._ . i i ~ - i I > ~ OOl F ~l SF i t i I~ ~~',L/ ~i ~ 1!
F F ~ ~~~~F ~O~F Qo~F ~ -
Do~ r; ~ . - F 00 % - r F F _OOl~ --00?S QO1S i7 T' _ - - ~ F F ~ ~ 00't~' - / _ ~.1~~~ ~ t
F F 00~ QO I ~ ~ 12° --r~'`' F D ~ JOl ~ ~ ~ - i ERB ~S 00 I QOl ~ i ~ C~ i OD I ~ ~ ~ ~ ~ _ ERB JO r - ~ ~ r~'%~' ~ ~ ~ 20' EMERGENCY ~ ~ S L, 7670 RdBfOfd Road ~ ~ SPILLWAY LINED j ~ ~
v 16a r 1 2 - / . „ -m-..,.~ x x x x . x ~"C' ~ 1 ~2~~ i ` ~ ERB _ 1 l WITH RIP RAP AS I 1 9 Q ~ ~ ~I FaY2tteVl~~@, NOrth ~ar0~ltla 2$304
~ _ - - ~ ~ ERB ~ ~ I,r ~7" ~ ~ 10' VEGETATED _ lJ sHOWN ~ ~ ~ (1 Phone: [phone]
x Ira / ~ ~ ~ SHELF. TO BE ' ~ ~ / ,ai - ~ SEEDED PER DETAIL ~ ~ , ~ Faz; [phone]
ON SHEET C-6.5 SSMH ;8226 1 1~'~ g RINI 152.50 ; ~j , l~ I ~
X SMELF 1~?5.30 II 1~
PERMANENT PONDS ARE TO BE USED AS IN~J OUT 1a~.92 ~ ~ ' I~ 2 ` ~ I `i~ ~ ~ PROJECT INFORMATION
A TEMPORARY SEDIMENT BASINS THROUGH CONSTRUCT10N THEN CONVERTED TO WET 1 I~ i, ~ I c m i , ~m
PONDS UPON STABILIZATION OF THE SITE. I r_ ~ U 1 ,i~~ ` - _
~ ~ ~ ~ ~ ~ ~ ~ ~ DESIGNED BY: SEAN cn
~ 1 ~ I ~ ~ ~ 1 m ~ ~V'~ DRAWN BY: SEAN m
6 ~I ~ ~ ~ ~ ~ CHECKED BY: SCOTT ,
' '1 ~ ~o~. PROJECT NUMBER: 486
1~2" 1~ I ERB ~ =
PERMANENT WET POND WATER SURFACE: 156.00' (BENT) ~ ~ \ CI ,8232 ~I ~
HIGH WATER: 159.32' (10 YR STORM) TIi 1 ~-9.~s ~ _~r , ~h,~ ~ ~ DRAWING SCALE
TOP OF POND: 160.35' If\v W '14~F.81 ' Ilvv our 144.70 ~ ~ ~ ~ ~
INVERT OF POND: 148.50' EMERGENCY SPiU.WAY: 159.35' ~ d HORIZONTAL:1" = 30'
~ ' i ~ sshr~ ,x ~ , - ~ RIL4 15Q.90 ~
' _ s~~uF 113.25 ';~,d
IN THE ~ IR A ~ I~1V IN 142.51 (5226) ` L~ ~ IP~IV iPl 142,84
/ ~ ~ ,.~.e°~" ww,. I~~U vUl" 1,•2.'8 t7ii r„~,n ~ ~ \ DATE RELEASED
_ r r - TwW 5B w' CA .y ` ~ N a
=sz - APRIL 16 2011
_ ~ ~ ~ ~
1 ~ r..~ ~w..~ . r -.eir... r 53
_ - GRAPHIC SCALE -<3 SHEET NUMBER
30 0 15 30 60 120
I AM&
( IN FEET)
1 inch = 30 ft.

409 Chicago Drive-suite 112 Fayetteville, Narlh Carolina 28306 ~
Phone: (910}426.6777
Fax (9io} 426-5777 , ;
License Number: C-2354 ~
Lin ~I ~ T
SLTi , a c
~ENGiNE~wN4 ~ SURVEYING ~ GPb ~ CON51R11C(ION LAYOUT
®®®®®~~6e~R0/'®®'0
~ e°°®®e°geoee°°`® ®m® ~V I®~°e®° I~
, ~ SEA n e D2 m
0
e° ® °°®QlN~®®°
®®®®®V ~ 0'0~
~ ~ p~~
I - + +
REVISIONS
- 170
170
~
0
h U ~
Z
0
U
0
- _ . _ ~ I ~ ` ~ ~ ~
Q ~ F
165 ~ 165 ~
0 ~ ~
~ exjs
~ ~nNc
~ ~RO~ - ~N~_.~~ ~ - N--
~
F
\ ~ O O
O r S PROJECT NAME
SON SON M~~-
H ~ ~ O H
I~~> t+~~
160 ~ '~Z 160
w ~ HIGH WATER (1YR) M r,,

- _
~0. NORMAL POOL ~ ,
- ~0, ~o. -
155 155
10' +n 10' VEGETATED SHELF
10' VEGETATED SHELF
- - _-~W~ -
m 'd
o z
- - o _
'o
- z - v, $ CLIENT
s rn,

150 150
SEDIMENT CLEANOUT - - - - - - -
_ ,
7670 Raefartl Roatl
Fayetteville, North Carolina 28904
Phone: (910j 221.9941
Fax; [phone]
145 145 PROJECT INFORMATION
oM
0~ N n O~ N~ C tp d• N N M ~ ~ ~ ~ ~ N ~ ~
~ u°ii DESIGNED BY: SEAN
DRAWN BY SEAN
0+00 1+00 2-. 2+00 CHECKED BY: SCOTT PROJECT NUMBER: 486
DRAWING SCALE
HORIZONTAL:1 "=20'
VERTIGAL:1 "=2'
GRAPHIC SCALE DATE RELEASED
20 0 ~0 20 ao so APRIL 18, 2011
's.;
( IN FEET ) SHEET NUMBER
1 inch = 20 ft.
¦
. _ _e~_.~. ' ~..?'I" ~5~_.

_ _ ~ ra, _ . ~ qOg Chicago Drive -suite 112 Fayetteville, NorNi Carolina 28306 ~
Fax: (g 09142(}ST/7 ~ .
License dumber: C-2354 _ .
~I~~
SLUTio arc
ENGINECUING ~ SlfQVEYIN4 ~GPS ~ GONSTfL~Cf ION L4YOIJT
®®~®®~'~11CA~®~®®® o®oooo°o®®®~®®®®
0 ®®~,~SSB®®®o
® ,o:
' SEA ® o27a
i\
® ®.,°°IN~®®® ®a
®®®®®s~® IIIII~~
IL T +
REVISIONS
175
175
0
U - - a
r
S z
w
a
170 170 J
w
" 0
- z
i
m v
O O
O N O~
00 O'~ -
~O~-O I ~ g> PROJECT NAME
- - ¢ K N \ -
\ \ rj
165 HIGH WATER (1YR) EXISTING GROUND 165
- - 49.94 Lp _ ~ _ ®1.209; 24" R( ...209; 24" RCP
0,.~
NORMAL POOL
_ :•x.10' VEGETATI ~~.10' VEGETATED SHELF

10' VEGETATED SHELF
FOREBAY 160 0 160
J
O
Z
SEDIMENT CLEANOUT - - - - -
Il 'j - - I,~I CLIENT
155 155 ~
12" MIN. THICK CLAY LINER CLAY tJNER
COVERED WITH 8" COMPACTED 3" COMPACTED
- - --SOIL
7670 Raeford Road
- Fayetteville, North Carolina 28304
Phone: [phone]
Faz: (910) $26.4546
150 150 PROJECT INFORMATION
~`r00i r~ m ~ °m c0 ~ t0 m
i DESIGNED BY: SEAN
DRAWN BY: SEAN
0+00 1+00 2+00 CHECKED BY: SCOTT PROJECT NUMBER: 466
DRAWING SCALE
HORIZONTAL:1 "=20'
VERTICAL:1 "=2'
GRAPHIC SCALE DATE RELEASED
zo o ~o zo ao so APRIL 18, 2011
U
( IN FEET ) SHEET NUMBER
1 inch = 20 ft.
ol 11