20070958 Ver 1_401 Application_20070507

ttnmi.ta Letter PAYMENT
RECEIVED
Southwind Surveying & Engineering, Inc.
14888 US HWY 17 North
TeIm910-270-86173 O ? ~ ? 9 5 8
Fax: [phone]
To: Mr. Ian McMillan From: Rob Nelson, P.E.
Organization/ Address: 401 Wetlands Unit
Date: May 10, 2007
2321 Crabtree Blvd.
Raleigh, NC
Re: Comment response packages for PACKAGE 1 OF 2 e, Morris Landing
Via:
Enclosed please find:
For your information
For your review
For your signature
Message:
Mr. McMillan;
Mail..
Ovemight•
Courier.
Response packages to Brad Shaver comments for Moms Landing, Village at Folkstone.
Approved
X
X
Approved as noted
Returned to you for correction
1) Enclosed please find six (6) copies of the 401 Application packages for Morris Landing and
The Village at Folkstone, along with the appropriate fees. A seventh copy has also been
delivered to Ms. Joanne Steenhuis in the Wilmington office at her request.
Thank you for your assistance in this matter.
Respectfully submitted,
Rob Nelson, P.E.
Southwind Surveying & Engineering, Inc.
910-270-8617
Cc: Ms. Joanne Steenhuis
Signed
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PAYMENT
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Transmittal Letter
Southwind Surveying & Engineering, Inc.
14888 US HWY 17 North
Hampstead, NC 28443
Tel: [phone]
Fax: [phone]
Mail.
To: Mr. Ian McMillan From: Rob Nelson, P.E.
Organization/ Address: 401 Wetlands Unit
Date: May 10, 2007
2321 Crabtree Blvd.
Raleigh, NC
Re: Comment response packages for The Village at Folkstone, Morris Landing
Via:
Enclosed please find:
For your information
Overnight:
V
nzr,r?rr,,,

958
Courier.
Response packages to Brad Shaver comments for Moms Landing, Village at Folkstone.
X
For your review
For your signature
Message:
Mr. McMillan;
X
Approved
Approved as noted
Returned to you for correction
1) Enclosed please find six (6) copies of the 401 Application packages for Morris Landing and
The Village at Folkstone, along with the appropriate fees. A seventh copy has also been
delivered to Ms. Joanne Steenhuis in the Wilmington office at her request.
Thank you for your assistance in this matter.
Respectfully submitted,
Rob Nelson, P.E.
Southwind Surveying & Engineering, Inc.
910-270-8617
Cc: Ms. Joanne Steenhuis
Signed
V
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MORRIS LANDING
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 7 - d 9 Q
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
PAYMENT
RECEIVED
1. Check all of the approval(s) requested for this project:
x Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
x 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information

Mailing Address: Post Office Box 595 P'r
rn
Sehua, North Carolina 27577
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: I JonesaSouthwnd.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: David E. Meyer
Company Affiliation: Protocol Sampling Service Inc.
Mailing Address: Post Office Box 31133
Raleigh, North Carolina 27622
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Protocolsamnlingna,Yahoo.com
Updated 11/1/2005
Page 5 of 5
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 1 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Morris Landing
2. T.I.P. Project Number or State Project Number (NCDOT Only): na
3. Property Identification Number (Tax PIN): 424704603235
4. Location
County: Onslow Nearest Town: Holly Ridge
Subdivision name (include phase/lot number): Morris Landing
Directions to site (include road numbers/names, landmarks, etc.):_
From intersection of Harrison Road and Morris Landing Road go Northwest on Morris
Landing Rd 1874'. Property on right
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34-28-57.04 ON 77-31-4.89 °W
6. Property size (acres): 146.80 Ac
7. Name of nearest receiving body of water: Un named small stream
8. River Basin: Intracoastal Waterway
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htty://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:_ selectively thinned for timber production, dirt road access,
surrounded by residential development
Updated 11/1!2005
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used:residential
development which will require road grading, utility installation and home site develeopment
11. Explain the purpose of the proposed work: to build residential subdivision
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. New project - no history
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No. all anticipated work has been accounted in plan
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Roadway crossings (3)
Updated 1 V Y2005
Page 7 of 7
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map) Type of Impact Type of Wetland
(e.g., forested,
marsh,
herbaceous, bog,
etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
A Road
Grading/fill forested no adjacent .013
B " " " .182
C " " " .056
Culvert rira stabilization
A " .0015
B .0045
C .0045

(0.16 Acres Isolated) Total Wetland Impact (acres) 0.2615
3. List the total acreage (estimated) of all existing wetlands on the property: 54.19 Acres
r
4. Individually list all intermittent and perennial stream impacts. Be :-
impacts. Stream impacts include, but are not limited to placement of -.
construction, flooding, relocation, stabilization activities (e.g., cemei
walls, gabions, etc.), excavation, ditching/straightening, etc. If strean ?-
plans and profiles showing the linear footprint for both the original a
must be included. To calculate acreage, multiply length X width, the 1 6o L-? VS 13-7
Stream Impact Stream Name Type of Perennial or Average Impact Area of
Number Impact Intermittent? Stream Width Length Impact
(indicate on Before Impact (linear feet) (acres)
map)
B Unnamed Culvert Pipe Perennial 3' 50 .0034
Trib.
Unnamed Culvert Pipe Perennial 3' 50 .034
C Trib.
Total Stream Impact (by length and acreage) 137 .0068
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc. None
Open Water Impact Name of Waterbody Type of Impact Type of Waterbody Area of
Site Number (if applicable) (lake, pond, estuary, Impact
(indicate on map) sound, bay, (acres)
ocean, etc.)
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0068
Wetland Impact (acres): 0.2615
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.2683
Total Stream Impact (linear feet): 100
7. Isolated Waters
Do any isolated waters exist on the property? X Yes No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE. 0.016 acres of
isolated waters will be impacted by road crossings.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): uplands stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. All access roads have been designed
to avoid wetland areas to the greatest extent possible. All crossings are needed to access residential
lots.
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/Strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
na
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wM/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 100
Amount of buffer mitigation requested (square feet): 0
urea 11/1/2005
Page 10 of 10
Amount of Riparian wetland mitigation requested (acres): 0.238
Amount of Non-riparian wetland mitigation requested (acres): 0.013
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 02B.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I , impact
Multiplier
2
L Total
* Zone 1 extends out 30 feet perpendicular
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
the top of the near bank of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Uptited 11/1/2005
Page 11 of I 1
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or .0244, or.0260. na
M. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level 4.57 acres (3.1%) of project is impervious
surface. Storm water will run along vegetated ditches which will remove a majority of the
organic load before entering streams.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All homes served on-site collection nstem, transferred to WWTP and land a lied on
dedicated Wray fields (see Master Plan)
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application? Yes ? No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Updated 11/1/2005
Page 12 of 12
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
1 ? G,
?ppucanvAgenus pigna a Date
signature is valid only if authorization letter from the applicant is provided.)
U plated 11/1/2005
Page 13 of 13
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;t~ i' ~ . ' 148 o t M. Box 595, SELMA, N.O. 27577 (910) 270 - 8617
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~ CONTIi~lE SwA'L.E Q. 0. °o ' . ~ SWALES ~d1 1.0% ~ /NK = 29.C~3~ u ~ 30.55 k3 i 8 x 6 MJ TEE
r , INV 29.00, SWALE SwALES i lNV. = 28.40 ~ EACH SfDE } k ~y U. w' ~a-~.. . k~ ~ .3: •~r • r.:` ' I - 6~~ GV & BOX W ~ i t - 8~~ MJ PLUG .
3 ~ I LINE ~n~v.= scow ~ SWALES I- 8`X 8r MJ CRQSS '
• lNV. = 27.60 = ~s•~ 3- 8" 6V Q BOX 4.73 8730 \ ~ ; 1-HYDRANT
; MH # C-l ~ MH #G-1 . fM 167 98 - FN1 ---146.34 - FM 169.18'=h7N - ~ H~ swa~Es PfPE #lP 2'~ ~ ~R `
, ~ SS ter.... 84° 24~ I SS 60 LF l8~ RCP I.P% INSTALL 5~
8 1 ~ INV. (WJ = 28.56 fNSIDE R/W ~ ` N/
' ~ p ~ ~ 3 6 . • ~3~~ 3260 ~Z-HAL"L~~' ' 33.60 .r3a-~-t k~-~ ~ 33.35 ~3Z' . 31.60 ~ ~ - • • $ 3~ a -}'fig 30.70 ~'3~y • • r'~' 29.70 9- 2s~3ox Z ''S~e ~efj V£ 3/:55 I !NV (E) =27.84 ' • SWALE 6 CY R/P RAP EAGH ENO ~ \ 1NV. = 26.65 • t
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~ W ~ W ~~S 84° 24~ l6~~,E w •c t~ LANDING SUBDIVSION IDEVELOPED BY -
179.22 I I ~i,,, 88 MOR
~3~~ ~ /s5. l2 ~ 158.40 LINE 'G x SWi~ILIES ~0 1.0% ~ y Cn 1-~"X 8" MJ CRO$$ ~T ~,~0•°'~~ • 3-B~GV~r BOX DEuCE INVESTME.NTS, I AIC.
~ . PIl~ # N ~ • SWALE tIV1/. = 2900 EACH SIDE ~ • SWAtES \ ~ pa 8~ 86 ~ an 8? P? C7 80X= 5951 SEL M1A, N. C 27577 [phone]
• ' . 6t1 Lf' 18" RCP 1.2%' W ~ 3~ INV. IWJa 28.56 lNV.= 2900 1-8z 6~ MJ TEE i - s' ~v a eox I 84
~ Y ~ 74 ?wv r~~ 2~ s~ 83 ~ - re r.F cc so aP I STREET GRADING, DRAINAUF
~ T3 ~ ~ 6 CY RIP RAP • v ; ~ ' ~ ~ ~ ~ y~j ~ ' ' ~ EACH END' r - rr~usr ca.c.aR I ASSEM$~Y ond _ U TIL I TIES PLANIPROFILE
~ I - 6" GV 8 BOX
LINE C ~ ~ " . 1~ S~ S > ~ ~ .p . E~/~ CiI~^~` I - HYDRANT S ~ I I
heed # l2. ~OS~ryE . ~ VV ~ i r EPH S. HILL JR. and ASSOCIATES CONSULTING EJVGINEERS Ond PLANNER
+n a d ee ~ I 1602 HARBOUR DRIVE
. - ~ _ i . I I WILMINGTON, N.E. 28401 [phone]
m ~ESwI~ ~V
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4 i i REVISIONS
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AND PROFILE-FULL LINE LE PLAN PLATE 1 aING
fiAr c PROWTVA PpIN-TED IN U.S.A.

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;'MAIN AND STORM SEWER CROSS. ALSO PROVIDE SWALE , INV. ~ 26'.75
1.0' VERTICAL 5EPARAtION OF WATER '
MAIN/STORM SEWER PIPfNG. 8NO SIOR 21 PVC
INSTALL 5' INSIDE &"W- 80
PIPE ~ I2
60 LF /8p acP~ c~~~, pRlV~ ~rw. rw~ _ 2s.ss' HALLI WE~-~ # -11 83 B'G~
~n,v. rE~ - 2~ s4' $ee She 81 ILA 00 wAvsk W .
r + 6 CY RIP RAP EgCH END I 1- 8 x 8 MJ CROSS
• i ~ ~ . ~ ` • 3-6~6V 8 90X ~,y~ ?
- ~I ~ • ~g1.5 3.R - INV. = 29.00 58. ~9'
i 1 ~ 0 . 7o' . • X1.25
v ,'`y SWALE ~a 0.10% ~ EACH SIDE . .
•
~ ~ 39 . _ _ . - ~ ro ~ 11 3L5S -~~~a~~k3i.45 ~ ~
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39.60 '~5`~_ y - l ~ f SWAGES ~ EACH 5/D HALLIWEL~- DR! VE EACH SIDE
r~~ • ~ ` i. SS•........ ~ 34.so 3 ' ' H, r - s cv ~ox~
K~ Z MH ~ K l • X -~'`'`~`z~''~ ~ , - HYDRANT d Sheet # J 1 74 v See • 76 1-8"x6fmirEE I - 6,' GV ' BOX
(.Line ~ ~ I ! 8' mJ PLUG
` ` a ~ SwALE • 9~SS`~„~ , 34.50 ~,y~~ / P/P~ # !i 1 - HYDRANT
j ~ X22 ~ ' k3Ag/ Q L~~ lNV. - 32.30' ~.J~ ~'G~ ~"~r~~~° ~ 'y • . ~ k~~~``~`~ • ` ; / ~nry Mi) = 28.56
sw,a~~' ~ -om~/a ~0 28 /i t FIJI racy sroE ~ , 3~ / . , y~ ~ ~ E~ x.40. 3 rnrv. ~eJ = 27. aq' LiN 6 CY R/P RAP EACH END
m ~ ~ 98 ` ~ . 3a 6 A ~t / B" 0' SOR 21 PVC ~ lNSTALC 5~ lNSlDE R/W L I -/-E ON TINU `D
• . •.swacE `9'~ • ,33.40 ~ `3~ . T~
~ ` 1NV. = J210~ ~ ~ SWALE Q 0.10% Sb pp~~..`~/C'~ 34.30 x a 6
~ ~ SS ~H #K-.3 40 EACH S/DE ! ` h`3A~ 43 - ~.zs t /05
~ ~ PIPE #8
1 \ ~ ~ (n r ' SwALES ~u t-8x6 MJ tEE 48 LF /6u RCP ~t1 ~.2% ~H ~ ~ ` ` ~D rn 0.40% E1aCH l- 8 GV & BOJ( !NV (NWJ = 26.90 ~ ~ "`~..`,r.` , Sly I - l8 LF CL 50 O!~ ~ JNV. fSf) = 26.30
h 32.90 y~ , ' -n-~._ . 44 OORRIS LANDING I VISION.
O w 1-THRUST C~q~ S?NALES 6 CY RIP RAP EACH END DEVELOPED BY DEUCE INVESTMENTS, INC.
45 ~ j j 4 ~ ASSEMBLY p.0. B S ~ • l- 6 ~ GV & BaX !NV = 26.95 .P.O. BOX 598, SELMA, N. C 27577 [phone]
,r.,....._.. ~ ,.__,r . / , , ' ~ 3_____„ ~ 3~B_'`\ I - HYDRANT moo
~ . , . 77~.,~ . r ~ STREET GRADING DRAINAGE
~ r~ 3 32_ ` ' ~ PIPE #2 o . ~l w ~w t
4i u• \ l~/H# K't'~ 48 ~F 24 RCP (cD 2.0 /o ~ ~ ~ / , ~ ~ ' k ~ ~ w - - Y ~ ~ '`i and trod UTILITIES' PLANIPROFILE'.
p ~ ~ ~ INV. (NWJ = 3/.00 ~ ` ~ s ~ SWALE ~ ~ ~ I INV. = 3/.90 ~2 ~
v, ~s EacH En+o MN SS `s.. 30.32 • . ~ x~~R~~ k~ zs s32s~~ JOSE • ~ ~ , . , CON ~ MH #I-3 ?OSEPH S HILL, JR' and ASSOCIATES.`.-
a •'t~ CONSULTING ENGIVEERS and PLANNERS
m ~ ~ \ ~ ~ ~ ~ ~ ~ , 1602 HARBOUR DRIVE WILMffiIG7'ON, N. C.. 28401
0` z , <Z TAPPING cn W . (910) 799 - 154 4
SL£EVE ~ ~ ~ ~ • & N~11.VE ~ • ~ IL ~ ~ ~ ~ ~ ~ i ~ N DESIGN
~ ' ~ ~j ; ~ • , JSH
• ~ F+1PE #l PRQ/ECT ` t ~ ~ . • ~ ~ , i ~ ~ ~ ~ ~QI DRAWN r
CONSTRUCTlOlV ` ~ 3, AT ENTRANCE - 80 tF ~V . ' d ~ \ +e PA T ~sw,,w+v s
ENTR~INCE # I 18" RCP (q~ 1.0°Jo I ~ ~ : ~w' CHECKED
• INV. fNW) . z9 so' [ENE "K" CQNTlNUED ~ INV: (5E) = 29 Q0~ J S H
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LINE CaNT/NUEO ° 1+75 2100 3+00 f 4+~5 MARCH 2007
i ; REVISIONS
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MEIN,
Exrsr~nrc cROUNa
R/W UNE ~ EXI PUA4P1N6 a HOSE CONNEGTIQNS ~ /j ~ ~ /i/ i FlR~ HYDRANT CONI~CrfON i~
PA1/EMfNT ~ SEE VALVE BiLiX ' INSTALLATlAN ~ iii ~o y~~ ~~~~ii
TAMPED VALVE ' BQ~?C~' ~ 4„ ~ iii ~~1 ~~i ~~~~i/
f~^ EQUAL 1'i~ OOUNTY STANDARD NFW PVC CapNCRETE ' WATER LINE e~KING 'TE ~\t /r j TYF~ICAL Ft7R ST~`;:N
~AdCFfLL TAMPED ..a THREAL~D L~lJPLNVG IG DRAIN PYPE CROSSINGS 'rHRtlS7' COLLAR
BACKFlLL ~-'Z~ 2~ TNREAAED .BRASS PIPE FIN. 6R0. BRFr4K Rfl~Ki
I ;f~ 3/4" 7HR eLOCC: rxRUSr ~ 8 ~ ~ ~~ra~, ~y~~~' ~ i1'~ i/4" 7HREA~D R+OOS s
. 0.L PIPE COiNICRE7F BLCICK/NG MIN. 1/3 GY (A 3~0 PS! . r2' .
' S/8'r i7~EADEU G 2" THRFADm THRUST AOID B17UIW4S'gC ~S P?PF ~ t~ V,4LVE BOX WATERLINE SfZE 45° 8El-YDr ~ ~V ~ VARIES. SEE PLANS. V : • : ~ ' M1., 45° BEND P/PE S/ZE' VARIES
coccaR aa4~ , rz Ea.. sctl ~ /2• ~ ~~,v~n~+l COTE: ~
CONCRETE ~ - 5' MIN.----;-. MEt~IANlCAL JAINT (VOTE: • TAPPED CAP MtN. OF 4 ItN. OF 4 CU. Fl: STOeNE , ~ COsNC. TF~iUST Bt.OC!( ~ USE D.I.P. FITTlN6S
(MORE fF PAY ITEM BC.OCK Ti tNC~J.aF.~ At.~ ITEA~S ExCEPT s~?R~+~ • ' MAfN LINE- VANE REp'D) ' FLANGES TEMPaRARr 81_UW -OFF ASSEMBLY C0`~`c' ARE fF REQbJ CONC. 71'iRUSi' LOCK TO HAVE MlN. OP' 6 SF ~j/' THRUST COLLAR O.l. PIPE FROM 1'NRUST COLLAR
EARNV~i ON St~LID B+4MC (MORE y ~ NOTE WA7ER L/hlE SHALL TO THRUST COl(.AR (TYP.,~
RfQ~D), DRAIN lfO1.E AND ; ; ~ DUCTILE IRON PIPE AT
'_ANGES SHALL BE CLEAR QF ~ ~ Atl. AS WHERE AD~E~DG647E ONC. . ~~~•~~~/.~`~/~•~t ~ 4 EA. 3/4~ x 4" TfE BIX.TS GbVE'R~ANNOT BE MA/NTAI1~0. ~D. ~ PCo W-10
6 NTS PCo W-8 l PAVEMEMT~ SEE VAt.VE 80X ~ . 67 :;TONE RLL ~//~~Y~'QY/~ ~ /h WITFI 3/4 'IMiEAOED RbD
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NTS
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1IMCLU~ES AI.L 17FMS EXCEPT
MAfN UNE 1EE.
FIRE HYDRANT ASSEMBLY
EXISTING EXISTING 5T1URM DRAIN PIPE
Nrs P w w - 6 n GA~QilND (SIZE VARIES)
INSTALLATION ' 1 I~ w
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ViOI.VE BQX '~i 4~ MlN. ~I ~o~ ~i, l~\ , \~~ii~ i :III - ~1~
TAMI~D TNRfAQEO COllPLNVC . BACKFNl' r' I~ ~+w~y A~+ (y ~1 I~~ ~~%~lt,1l ~ ~ ~ fit` ; ~I t
WI I~-- i7R USE IN PAVE'0 AREAS !R)R USE UV UNPAVED AREAS 1 1 N
,~"'`2• CV Fi7R USE ~ iir
p.G P1PF , CANCftEIE BLOCKING ,`.~C AtlN. //3 CY ~ 3000 PSl NEW Nt47ER LifYE ~~1 ~
I Z~Np p~Ipl~r/.~ JIJI l~N~C~rLGJ VALVE faa,~r~ ~r~ES1 .24" MIN. '
rxRUSr Yv ~rmcr~yc~ 80X
e~nc awr~v z" rx~aa~ e~ASS rrn FrNisHm ca~vcR~~ fz s~J f1~ uv cEHCn~I ~ caanE ~k - I MECHANICAL Jq~NI , VISNED COVL~R TYP. FINISHED GRADE I ~ IN UNPAV~O AREAS CONY~4ACTOR T AREAS!-1/2 ~6 MlN. ~ s 2, 0„ WATER LMIE A K. I I ORAlN P/PF CTOR TO DEFLECT NEW PVC ~ NEW PVC WATER LINE
~ 5~ M/N. TAPPED CAP PAVED AREAS LMIE AROUND EXISTING STORM (DlAME7ER VARtES1
SAY ITEM D.i. PIPE t D/A!?~TER VARIES)
INCLUDES A~[. ITEMS - BaSE crouRSE ~t1RSE ~ ~ 71/2 MlN. s i~
CGWCRETE ~ 4 .t ~ ~ CONCRETE PLAN VIEW SECTION VIEW
PERMANENT BLOW -OFF ASSEMBLY rAM Nrs p co w-s aac n~vrE m coN VALVE BOX SH . _ NOT (~M1tTACT ENCASEMENT a ~ ENCASEMENT ' TAMPED AT 3L100 P.5.1. +
BACKFNI o t f ar 300o Psr PIPE
T~-yr• N 4 ? t ~ -VALVE BOX v ~ _ ~ VALVE BOX PIPE CROSSING DETAIL "B"
Tt~ CONTRAC7i1R~ e ~ - ~ , COVER ~L~ NTS P Co W - it
BOX St(~DULD TAMPED N4TE~ WATERLINE SHALL BE DUCTILE WHERE
~ntTACT MAtN ~ ~ BACKFlLL r ~ ~ • Q , ~ • IRON PIPE AT ALL AR£AS WHERE ADEQUATE COVER CAAINODT BE BE
CONC. THR115'r ~ OR vaLVE MAfNTAiNEO.
UIVdlSTURBED COLLAR (3000 P.^.~.1.1 4~-O~t I~"-- 8 -+'C L~IIVC THRf~ST $Olf.: ~ i~ ~~~~i ~ COLLAR (30GI0 P.S.L) PLAN
Marv va~vE r
a I ~ ~ .v , TRENCH . 9 . NOTES
~ e •y, ..0. i. P. Wi41.L A~IEChfANICAL q~~ ~ DJ.P. 1',4 AIVCNOR ~ ~ JOINT Rte, . MAIN BA R1NG . a ~ b.~tlN TAPPL~D BLOCK/NG 1. D.I.P. MAY 8E USED FOR VALVE 80X BACI(FILL ~~r p~TENS/ONS.
n- ~ ~ TA tI~Cf1 PLUG r ~r rinA. 2. PRECAST COMCRET'E COLLARS MAY BE , _ ~ ~ ~ iii.. t
USED W SFlOULDER AREAS. ice/ Z\\~" -i.i ~ii1 ii. ,
'.WALL 0 d • BACKFlLL , •
a~ ~ ~ .>>~,~~n~~ SECTION W~'i1STUR~D . VALVE AND VALVE BOX ~MSTALLAT/ON P`~ "NE ~ pf~OPQSED WATER MAlN N T S P Co W-2 20 LF WP L~NTFRED AN
PLAN ~ sore e . ~ EXlSi7NG S70RM SEW~'R
•
EXI5TNV6 STDRM SEiv~'R SEiv~~ ~
StHEDUIL a . , • r ~ , ~ fS/ZE V,4RJ~S1 G~~
ANCHOR RINGS ~ PIPE CO~tETE ~ ~ ,
DIAMETQ7 7NRUST COLLA~i COLLAR ~ REd11RED B ~ • ~
A a"I ~ FOR WA ~ Et M R WATER MAIN CROSSING OVER
6p ~M '~y oy ~~_O~~ ~11 ~ r 1 1 1 ~ ~ EXISTING S7t?P,M SEWER
16" 1~- 4N 1~_p' 2" ONE
20" ~'-a" i'-o" s° REINFORCING rwo V ~ rasr w coivc, a ' ~ P~pNTEO BLACK
30" 1,- 4" i, Y 2p TWD M07E~ . 3f" ~'-q" 1'-4" 4~ TWO 6" TQ 16~ MAINS- f2 Na 7 BARS Zp" TL: ,36' Mgt~VS - 12 No. 8 BARS
a VALV MARKER LyFTAIL "°rE: WA7ERLiNE SHALL 8E DUCTILE IRO 4 - #3 REBAR NTS PCo W- 3 Ply AT .a~L aR~S w?~ERE ADE ~ COVER CAAYVOT BE MAtNTAWED. '!LE IRON
BARS PLACED AS SHOWN tE ADEQUATE' WED.
THRJ~T COLLAR lNSTAL~LATION tD EXISTING S70RM SEWER
N SQUARE MARJCEt' . (SIZE VARIES)
NTS P CoW-5 , . ,t--~ WITH BEVELED CORNERS
PkDPdSED N~1TER AW1N ~IiIN . :D AN
20 LF D!P CENTERED ON . - EXISTING S7~RM. SEM~R ' ~ METALLIC !.~?7nR TAPE C~
BLOCKING DIMENSIONS T
i2~ MlN. CLEARANCE
5HAl.l. BE INSTALLED FOR
_ :PIPE S/ZE A~ ' ~ Q _ ALL PVC WATER MAINS
l8~ BELOW FINISHED GRAQE .
up T~ lDp 4,- ~a 2, ~ 6p ~r r sw ~t` ,j/fit' ~/v,~ _ ~~~~•iii~t~ F~ W HAIL P~ACEO ~`iii.~~i _ ~ _ _ /i~ OR WATER MAIN CROSSING UNDER
i2'~ 7th 16° ~ 5' p" 4' - p" 2~ - 0~~ OFNSfLI' QOMMPA~7ED~ ~ EXISTING STORM SEWER
!8u Trl 24" 8~ - 0~ 6~ - D" 3' - p.. BACKFlLL TO t FT ~ . UNDISTURBED EAR7'N
ABOVE 7i7P OF PtPF' _ _ _ _ _ O 2 PIPS _
' UND/STIJNBED SOIL ~ GRADS ern P~~ ' ~ WiOTER +AAMIS 6" AM SMALLER, P/ PE CROS SH,4LL. HAVE A M/NlMUM OF 3 gOSS lNG DFTA / L "C "
NTS PCo W- 12
1l1~ A ~ BACKFiCL ~j QF GWER. WATER MNNS l2~ AND ~ 6 LARGER .SHALL HAVE A MINIMUM
i t~ ' SH~4PIED SL6f'RAOIE ~ ~ ' a~~~ OF 8~ - 6~ C!F COVER.
• C. P ~11~~~, CpNC. BLOCK/NG ~ Tt7 I~ADNDf B~4RY~ ~!2 PIPS 0.0.
3 ~ ~p d r ~~1~s i a d ~ ,~1 AL~OMVG ENriRE 1.EJ~G1N AF PIPE
` « f BARREL 24~+ O.Q MAX.
I 2~ { 0.0. MlN.
M J MORRIS -LANDING SUBDIVISION.,.,.;
. 1 ''1~~.,,,e-?-~ UN015NR~'D - DEVELOPED BY -
i~~ i lt` 501E PIPE LAYING C0~1IDlTJ90NS . DEUCE INVESTMENTS, INC. P. a eox 59A sEu+A, N.C. 27577
PCo w-7 (810) 270 - 8817
PLAr1 i - c~END SECTION - P' :JG
SEE SECTION f~R QEPTN B SEE PLAN FOR. LENGTFI A
WATER DETAIL DRAWINGS
NOTES 1. 250CJ P.S.1. CONS 2. REMQVE LOOSE EARTH A1~ FOUR AGAUdST' UlHDl57URBE0 SOIL.
3. BACKf1LL TG' EX/STNYG/F/NlSH 6RAlJ~E AFTER CONCRETE NAS Ct1RED FOR 24. i~R~
GRAQE CONCRETE BLOCKING EXIST. WATER M.dIN JOSEPH S. HILL, JR. and ASSOCIATES.'
CONSULTING ENGINEERS and PLANNERS
111 i i1~ 1602 HARBOUR DRIVE WlLJ41NGTON, N. C. 28901
UND/S7t/RBED 501E ~~ty ~~\sl~ (910) 799 - 1544
DESIGN JSH
' ~ ~i u~ y COIF. 81.OCK/N~ a,
~r-...- .u CAI~ii,''•L ~ DRAWN
pt z ?0~ TAPYtNU 5tcr.vc Min PAT
. cif, TAPPING VALVE MECHANICAL JOINT CONNECTIONS a 4OF A ~s CHECKED
WITH VALVE BOX +i JSH • A. L r ~
olf NEW WATER MAIN A ,w CL x':+83 SCALE
UNDISTURBED SOIL 'V. ~y v AS SHOWN ~~s r
4 SHEE7 13 16
PLAN -TEE SECTION - BEND a TEE C NOVEMBER 2X6
SEE SECT'/ON FOR DEPM B SEE PLAN FOR LENG77qA TAPPING SLEEVE AND
VALVE ASSEMBLY ~
CONCRETE BLOCKING NTS PCa b'!-4 •:,,ne-r~rw•; ur..,ny...,y,.o.,.~..,..yw.....i..,~~r...'ne: ,~e~,y.*r,~w+~Y"~14fwsllM• _ M~ a Alt. 4i:c':iy'a'Ri~+~'nr!~i"~tn.•S.+w.~qf Mgr;t~iM'°1~;'d.'!F,:": -.a^p.!a'if,!" :r ,W .crs4r+ ,gri .`5 trr i + R1`n e,,. +.d"n.. at,.::rv:
NTS
.w.e~rirn asp ineniw "-'•R:~'?'L'

CONSTRUC7lQN SCNEDLJIL- L&T
TFMPoRARY trNER; srnaw MuccH NEt.o TEMPORARYCFUWNELUNER 1. OBTAIN PLAN APPROVAL AND OTHER APPLICAE3LE +19.6 EX3:5TINC GP.ADE
. ~INRARY CHECK DAIIMS EXTEAb ~R/P RAP VP ~NSTRUG7IQN SP„~CIFICATIONS ~r ~c,~;,E ~nrrr p,~snc oa cute roErra~ CONS?RUCTIOMSP~GIFI_~A710NS PERMITS.
$,IOES Of SPplWAY 1, EXCAVATE THE CHANNEL AND RESTORE R TO ~ P 2. FLAG THE WORK LIMITS. ~ ~ sl 3. HOlO PR~CONSTRUCTION CONFERENCE AT W _ _ _ ?~~aK FINISH 6RADE
~ ~ ~ B~ 1. CLcAR AF:E~1S UNDEF. EM3E.NKMEPiT AiND 87RIP i OP v'F vi71:H i:ANK ~jpp7S AkD CiTHER OBJEG7IONABIE M~4TERIAL ORIGINAL LINE AND GRAOE. WHEN ST/WNG,' INDICATE A 02' OVERCUT AROUND THE CH/WNEI. WY w. w w w ~ .r r E)aST~Z CONTOUR
• TOP Of D/TCH BANK ~r-'~ t r ~J/~t~ /~O'~.~ //l e'"v PERIMETER FOR SILTING ANA BUUCIt~.f3. tEAS7 ONE WEEK PRIOR Td STARTING
p~ ~,•q~r. Z, EXCAVM c A CUYOFF TRENCH A MINIMUM OF 2 ,i~fttraq FiosR~c FEET DEEP AND 2 FEET WIDE UNDER TOTAL Z. GRADE SOIL AWAY FROM CHANNEL SO THAT CONSTRICTION. 20 FINISH CONTOUP.
t,ENGTH OF DAM AT RS 'CENTERLINE. ~J(C~0.VATE C~ ~ it ' , fj ,,s, SURFACE WATER MAY ENTER FREEt.Y. 1 4. INSTALL :i1L7 FENC:IN(i A7 LOCATIONS SHOWN ON ss -.-~.r. • • SANITARY SEWE"A LINE
a ' ~ 1.St BELOW (3RA[?E OF DITCH SIDE SLOPES AND " ` ~ l.6' S7iNVE 7H/tKNFS'.C BOITOM. ~ ~ ' ~1 BElOW' dPADE 3. APPLY LIME. FERTILIZER AND S~Eu THE PLAN PRIOR TO GRADING ADJACENT UPLAND ~y~, aRE,as.
. ~/f ~ r CHANNEL AND ADJOINING AREA3 IN 0 CA SANITARY SEWER SERVICE
' D/TCM 80T1t1M it 3. APPLY FlLTER FABRIC UNDER ROCK FILL FROM s! - eras w.esNao src~ve UPSTREAM EDGE OF DAM TO DOWNSTREAM EDGE ACCORDANCE WITH T11E VEGETATION PLAN. 5. INSTALL CHECK DAMS. ~ 'h~~ .
. , / 'Yt t. , pF APRON. OVERUIP FILTER FABRIC A MINIMUM `iil•` U OF 1 FOOT AT All JOINTS, WlTH•UPS7REAM EDGE 4. SPREAD STRAW MULCH AT TFiE RATE OF 1Q0 LB5J1000 SQ. F't. 6. INSTALL STORM SEWER PIPING. SEED SEDIMENT 0 ! MH #A--I SANITARY S t"'R MANHOLE
WO OVER DOWNSTREAM EDGE I BASIN SIdE SLOPES AND INSTALL ENERGY y DISSIPATION DEVICES. Fm FORCE MAIN
5. HOLD MULCH IN PLACE IMMEDIATELY AFTER SPREADING WITH JUTE NETTING INST'~.LLED AS
SHOWN. l 7. ROUGH GRADE SITE. Q Ls Ltrr STt TtoN
~p Y CHECK Dl~I M SECTION 4• CONSTRUCT Ef1ABANKMENT WITH WELL-GRADED TEMI'vnAF~ ROCK AND GRAVEL T~ SIZES AND DIMENSIONS SHOWN ON THE DRAWINGS. 6. START LAYING THE NET FROM THE TOP OF THE 8. COMPLETE FINAL. GRADING ANO STABILIZE WITH W WATER LINE
UPSTREAM V/EW 5. INSTALL CHECK DAMS BEFORE CLEANING OR UPSTRE4M END OF THE CHANNEL AND UNROLL R ~ C3RAVEL BASE COURSE ~ I 9. PERMANENTLY VEGETATE, LANDSCAPE ANd
- (NO SCALEI REGRADING EXlS71NG DITCHES ANO PRIOR TO BEGINNING IXCAVATION OF NEW DITCHES OR " SWALE5. ' ' DOWN GRADE. DO NOT STRETCH NETTING. C3 WATER SERVICE
. _ . _ ER 3.02 aoci our .srR~PS aF NETTfNC 7. BURY TFtE UPSLOPE ENO AND STAPLE THE NET MULCH. GATE VALVE
6. STABILIZE IMMEDIATELY ALL ARFl?S DISTURBED PARACLfL ~ rr?e 0lRECTIQN o~ EVERY 12 INCHES ACROSS THE TOP END, EVERY 3 Fcow FEET ABOUND THE EDGES AND ACRQSS THE NET 10. ALL EROSION ANO SEDIMENT CONTROL PRACTICES WILL BE INSPEC7E0 WEEKLY AND
ClURING CONSTP.UCTION OF CHECK DAMS. SO THAY THE STRAW IS HELD CLOSELY AGAINST '%~e ~ THE SOIL. HOWEVER, DO NOT STRETCH THE AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL FIRE HYDRANT
T. SEDIMENT TO BE REMOVED FROM Dl7CH AND, ~~,~~III~~~~~~ Y NETTING WHEN STAPLING. . y~' ~,y - * BE MADE IMlMF~tATELY.
~-a~ SWALE BOT7~M5 WHEN 1 FOOT DEPTH OF EXTEND LPN' RAP f/i MATEWAL HAS COLLECTED UPSTREAM OF CHECK ~~~~M~?~''~ t~~~ ANCHOR NETTING ,?pfN ST~tPS Bl' ~ pv ,e s rRENCN ,~,~~~pq~p~ pN0 / 8. 'JETTIFJG STRIPS S}IOULD BE JOtNEC~ TOGETHER 3 11. REMC?YE ALL TEMPORARY MEASURES AFTER SITE IS STABILIZED ANO PERMANENT VEGETATION IS o B.o. , RLowor
. sldgs of SP/Lt~/AY ~y i.. S~ + ~ fR6EBOARO fMNY.'1 pWM: REMOVE SEDIMENT TO FINISH GRADE ~ ovE!rt~tr~:A~+ 1e ALONG TF!E S1CE 1VITH A 3-iNCH OV~kl.~f' AND ~S7ABUSHED. . 5TQR 5E R PIPE (SIZE INDICATED)
ro mP of al7cr+ EIEYATtc~N SPECIFIED FOR COMPLETED OtTCH. STAPLE? TOGETHER
, 3 ` ~ MfN fD/TGN1 9. TO JOIN ENDS ~F STRIPS, INSERT THE NEW RCLI. OF NET IN A TRENCH AS WITH UPSIOPE END AND OFFSET C1/L ~ DE` SAC 12. ESTIMATED TIME 9EFORE FINAL S"fABIIIZATION -1 MONTH.
` ' ~ r ~ ~ 2' ASV.. lSWALESI DlTGH/SWALE #3T WASHED STdYE DELINEATcD 404 WETLANDS
gp7'7iQ1/-fE1,EV. VARi~'31.. M/X. TN/GKNfSS! !O'WN. Ol7CH I ~ TEMPORARY LINER lNSTAL.LATION OVERLAP IT 18 IFtCHES WITH THE PREVIOUSLY LAID UPPER ROLL TURN UNDER 6 INCHES OF THE - - - 18 INCHES OVERLAP AND STAPLE 1/ERY 12 . ER 5.07 ORAINAGE
16'M/N. SM91LE ,~....fLDW ~ /I~^r~•.dITGN/SWALE BOFT1711f (ELEV. 1dfINESJ I ~ E~- F` ' I ~lL~'E'R FABRIC GRASS LINED CHANNELS Wl1'H SLOPES EXCEEDINQ IPICHES ACROSS'fHE END. AND UTI~I7Y ~ E~ISEMENT ~ Z0~ -~I .¦..r a.rs~¦r EDGE CLEARING LIMITS
l.? fMlH.1 S7t7NE -y~i' i/ ~ ~t~ l i ~ 0.2% ; MAX. SLOPE 0.7%) ER 3.10 ST ##'1, 2, SEDIMENT TRAP LOCATION (SEA DETAIL FOR
THICKNESS AlrIOW . CHANNEL LINER TEMP.dx ER 3.11 I 501 R/W WugINTENANCE PLAN 3, 4 00 R 5 DIMENSIONS FOR EACH 5M
GRADE , STONE RIP pAP ~ Pav~n~vr ~ ~ f~ ~ 1. ALL EROSION AND SEDIMENT CONTROL ~ 5i ~ PRACTICES WILL BE CHECKED FOR STABILITY AND
f dQ~ s 9" M/H.1 Ta,0 SIZE)
OPERATION FbLLOWING EVEi2Y RUNOFF 6. ~ ~ .,,r, ~i~ PRODUCING RAINFALL, BUT IN NO CASE LESS •.w . SILT- -Ir { jam/ r _ ff~~
t~MPORARY CHECK D~MI SECTION . ~ 1/2, SF ~3a THAN ONGE EVERY WEEK ANY NEEI3ED REPAIRS
PROf'lL~ SECTION gt x,06 WILL Bc MADE IMMEDIATELY TO MAIl~ITAIN ALL PRACTICES AS bESIGNEO.
(NO SCALE 1 FRQSLQJV CONTROL LOOK 51
2. SEDIMENT WILL BE REMOVED FROM THE SEQIMENT TRAPS WHEN STORAGE CAPACITY NAS
ova BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL 1. PRO ~ BE CLEANED OR REPLACED WHEN THE SEDIMENT ALL 1. PRO)Ea CLEARING LIMITS FOR EROSION CONTROL PURPOSES ARE ALL HIGH GROUND AREAS, PROPERTY LINE TO PROPERTY LINE.
~J~~~G` s~~ hl! POOL NO LONGER DRNNS PROPERLY. TOT DIS i DRAl1VaGE A11~ 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE ~ ur~«rr EASEMENT SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 p ~r~'' - , I~t--- 20~ ----'S?I FT. DEEP AT THE FENCE. THE SEDIMENT FENCE p R/GNT QF I NfaY (NCDOT) 1MLL BF REPAIRED AS N'cCESSARY TO MAINTAIN A TOTAL OF 90.72 ACRES. SECTION 404 WETLANDS WILL NOT BE
n DISTURBED. =PTION: ROADWAY AND LlTI'Lx7Y CROSSING PERMtTS WILL BE REQUESTED FROM U.S. ARMY C.O.E. AND N.C,D.EXR. NO
t~IORRtS UWDING SUBbIVISIOFi . 'b ODUEL S1Y~~8Ip~ ~h~G@d~Cf GUfPlri;af~l RI~' RAP APR~M - CONS7RUCL~ON SPECIFICATIONS. oRaNa~~ avv DISTURBANCE IN THESE AREAS WILL BE UNDERTAKEN UNLESS
/ ~ ~ ~g ~ ~ UTILITY ~FASEMfkT Is-- 20 --~?I PERMISSION IS OBTAINED.
. ~ 1. DCC.IVATE BELOW CHKNNEL OUTLET AND WIO~N NOON ~ J~ESS 6"min ~ BARkIER. 2. COi j BOU 2, CONTINUOUS SILT FENCING TO BE PROVIDED ALONG 404 W • i ND
a ~S.. ~ p~ Q,CpS CHANNEL ?O THE REQUIRES RIP RAP 7FitCKt~ESS thickness -6~--„~, pp' c~--~ S~ -~-'r 9~*-Y 4. ALL SEEDED F,ReAS WIU. B~ FrR' cl!ZEl7, BOUNDARY PRIOR TO BEGINNING CLEARING OF INDIVIDUAL LOT(S).
Lsv~l SPA DtiineOe ~(f Yeloc~y ~e Spr'e~de? FOR EACH APRON. FOUNDATION TO BE CUT TO ZOO Te INHr AeWel AGUaI Svrals AgowsbW Lem GRADE ANO SMOOT.iFD. AaoYVObls !4 ~g~ ~ 2.3~d~o. ,tip R -s o~ ~ coarse aggregate ~ F~ .p~,~,~R PAVEMENT ~Ot1~R RESEEDED N3 NECES~AR . , t,Nu MULCYED I ACCORDING TO SPECIFICATIONS IN 'rHE
~ ' M~^~°~ (Swale] (Swale) ~ Z. W~;CE FILT~,2 CI~TFt ON 3nTTOht ANO SIDtS O~ 1/`.P .4 VEGETATIVE ?IAN 70 MAINTAIN A VIGOROUS,
. ~1 ~C~ 10 25 ' 10 25 10 25 10 1S PREP~RE'J FOUN~'.TI04.. ALL JOIMS 70 OV~`.~ .4 Yr Yr Y~ Yr Yr Yr Yr Yr :niNIMU~? OF `..C. E.~ ~ DENSE VEGE7ATIVr COVER.
t. Lot46-47 0.92 0?S 5 8 1.87 1.84 0.82 0.85 2.5 0.10 O.d9 O.SZ i.0 2' E~=FCISE CARE ISM Ri? Rh? PLJ1CJw:NT TO AVO~~ . ' DAMAGE TO FILTER FABRIC. V I~ Mx I r`~ 5:~ g:i ~ i/4" PER Ff. r l PER Ff. 3.~ I 5: ~ PEA FT 5. THE CONS7Rl;CTION ENTRANCE WILL Bt KEPT
P,~ ; ~Sr~uci~oN ~Nr~r~E 6t~.~ ~2~ FREE OF SEDIMENT DEPOSITS AND WILL BE 6~ ABC ~ PERIODICALLY TOPDRESSED WITH AN
2. L;ot 133 -134 ~ 3.44 0.25 6 B.8 7.8 5.85 6.71 1.14 1.18 2S 0.70 0.90 0.96 7.0 ~ 4. PLACE RIP RAP ON 2ER0 GRADE -TOE OF RIP RAP 1/2~ SF- 95A ~ b ;l ADDITIONAL 2" dF STONe.
3. lot 14t -142 1.38 0.25 5 ? 3 242 276 OSt 0.95 2.5 0.10 0.80 0.64 1.0 3' TO BE LEVEL W1TF1 E7~5TING OIJTL.ET- NO ~1fERFALL ' AT ENDS. ERS.~o
4. lotli4. SJ2 O.ZS 15 4.8 5a'~ 6.86 1.2D t.26 2S 0.10 0.96 1.06 to T 'k 5. .WP RAP TO B£ FIARD. ANuULAR. WELL. GRADED LADED
_ 5. LOt 166-167 2.32 02S 7+ 6.0 7.2 3.48 4.1$ 1.00 1.05 2.S ' 0.10 0.72 0.79 i.0 4' : ClASB 8 EFtOS{ON t~01lTRO! STONE re e ~ ~ ' FOCAL RFSIDENT;AL R~:~~
r 3 6. Lot 113-114 2.16 ` ' 0.25 ~ 12 ~ 6.1 61 274 3.28 0.95 0.99 2S 0.10 0.64 v.~u ~.u v 6. : IMMt{7W I CLT IMr I CR trV~w ~ nw ~ ~v~+ v ' D15tURBEO AREAS.VHTFt 1lEG~°'fAT10N AS SHOWN ON NN ON '
~ t 7. ' Lct 103 t.S2 x.25 10 S.S &8 209 258 0.88 0.93 2.S- 0.10 OS6 0.82 /.0 3' ;VEGETATIVE PLAN. . iF sr a.49 404 60UNDARr f TYP.) INSTA1.. ~ ~ CONT/N . ~ 'BOUND SUDDIVISION SWAL ~7.90~ ~ ER ~ ` NSTAi..L SILT FENCING ADJACENT TO AND
g " ~6g ' 2zo 0.25 s s.s ~.o ~.~9 a5s o.ss tat 2s o.~o aes .0.72 ~.o 7. PIPE DIAME~R/~1P RAP SCHEDULE' ;ONT/NUOUS ALONG 404 WETLAND
30UNDARY PRIOR TO BEGINNING CLEARING
9. 'Lot 61.62 ~ 1.90 0,25 9 S.B y.0 1.76 3.32 0.95 1.00 2.5 0.10 0.84 0.70 1.0 3' c 18 4.5~ 10~ 11.5 6 MORRIS LANDING SUDDIVI r STORM SEWER PIPE DRAtNA I r..o. r ~ RAINPAIL pRAiMIK,E ~ P s rrn~ wro~E entxavG P~ Rlb10FF IN HR I T~ }1IN. ItRFJI ACRES 7F LD7tS)•
10. Lot 59 8.31 025 26 3B 4.6 8.00 y.26 1.16 7.22 2S 0.10 0.42 1.~ 1.0 ~ 24n 6, 2~.~~ ~1 DRAINAGE DATA QF L0 INV. L~~ ' F~.OW $PRF11D ~ .
Iasi i.2s ' oxs ~ so ~.z t.E~ z.z~ o.as o.so zs o.~o o.s~ o.se ~a r 48" i2~ 24~ 27.0 35. a cis Q v~ocm ~p - - - - - _ _
' ~i, i.a~-ao ~.n o2s a e.a ~s xg2 a.as osa ~.oo ~ ss o.~o o.~ om ~.a ~ NOTE: APRON TO B~ PLACED L.EVEt- s~"~.E 1l3
i~. wiea ~ 2.ao o.7s s s.a y.a s.~~ a.a9 ~.w x.07 ~ u ago o.~s o.so t.o 4' VYf7H THE 70P SURFACE 0~ R!P RAP AT'SAME LEVEL AS nE 5 COEF (Cy 10 YR 25 YR (A) 10 YR 25 YR i~ t.~ ie~ t o rr.6 ss 9.I !ps ~ @0.10% ~ 30~
14, 1ot87-88 2.t8 0.25 7 &0 72 3.27 3.92 0.99 1.04 2.5 0.10 0.~ 0.76 1.0 t ' SURROUNDING LAND ! 0.25 5.5 6.8 19 1.0 !A 1J 1 1 0.25 ~8 33 ~ ~S I1.3 IB.9 3•f.1 3 0.25 YO 8.0 S LO !.B ?.0 gY QZS FB 7.B 6 3.7 d.3 1.2 ~ ~ ~ S 0.75 l.5 I.B 60 52 0 32.5 36•~ ~ _ ~ 6 Q25 7.0 B.0 S 1.9 3.1 3.9 _ ~ y ~D no"' 7 7 O.ZS 2.3 2.7 70 89.0 Sl.? da0/ ~ 8 0.15 7.0 ~0 S i.0 1.75 20 i j` 9 O.ZS 7.0 ~0 5 ZO 3.S '~D C.~"'°'' f"°w"~ d'aN , , eu'+'7 10 0.15 7.0 8.0 5 Z.2 3.8 0 .~S9wrr 2'•6' _ 11 0.25 7.0 B.0 S Q6 LO 1.2 ~uoc rosr~-' ~1 r- zo s4s 1J.0 lr.srps ~ SyyQ~ES
SURFACE-ND OVER ALL ?.0 18' 2.0 J1.6 6.5 ~ 4 ~ ~ ~~2 + '~V = 2~QQ~
' Raw ~"'rn~°°` SHOULD EXIST. 1.2 18' t.2 12.4 7.d 6.6Ij~s J
4,~' USE FES W/0 a1P RAP IF REO~D BY 36,E IB' i.tl !S5 I23 9.1Ij~s ~ ~
~ CORPS PERMITS 1 12.t 7.0 5.7Ips ~ . . 3.9 !B• 1 / I4
da0 ~d' 1.0 135 1Z.3 10.41JDs 20 !8' 1.1 12.4 7.0 ~.8tps ~ 3I.Y8
" y~ ~~D lt" i.2 17.4 7.0 5.7Ips ' 31.8 S/LT FE1 !ems 'i.a ra~e ~o srr~ 3„ HIGH ITT FENCE TO REMAIN UNTIL l.Aih'N GRASS IS
~ ~ ' HIGH OR SOD HAS BEEN PACED
Y. "+.;,,,N~~,~/~~ FLOW SPREAQIER pMCl~iEl 1.2 18" 1.? 1~4 7.0 ~Ofps '3
vc ~ ~ ~ PLAN g q 0 11 IB' J.2 12.4 7.0 4 0 /Jt~
12 0.25 7.0 d.0 5 0.6 L4 L2 ~y 13 0.15 7.0 ~Q S 1.2 3B ~1 S/t1' i~ENCE DETAILS 1~ O.ZS XO ~D 5' 1J Z9 3.3 N~ ~ ~.~r 15 0.23 7.0 &0 S Q9 1.6 1.B 1 IB' 1.Y I2.4 7.0 5.9 fps ' % .
d~~' ~ 6 ~ .~.3 is' ~.i ~z3 ro ssrAS ~
F~ i ~ ~ ~ , ,.o u.s 6.S t.3l~s $1.7 MH ~ J ~ 3
M1K ~ , 1c ~ 1G I I5 O 20~ OPENING IN ,SILT
o I FENCE fOR ACCESS i SUBDIVISION -p , , ~ , - -
' MORRI5IANDING SUBDI SWALE DRAINAGE DATq~A ' Q-G7~S DATq~ANALY3IS
t Jk ~ ~ SECTION A - A . is MIL r ~ - ~ ~r . ~ ' 3~• 4 - PROVIDE tOVIDE SILT FENCING AT LIMITS OF CLEAR1NGlGR4O/NG
~ ~ ' ~h' vdaary qo~v cover I 31.38 ~ ACTlV/7Y 'T!VITY PRIOR TO BUILDING ON ANY LOT. SILT
See Summary Table Above ~ ~~T~" 11~ SS~~~,11 5lva/e Actin ~trtreA F+eenic ~ LOrBdOR/AesCrlPdon ~e % SEA' PI A21» ~ I n ~a (A!/avabkJ Types , : FENC/NG NC/NG MAY BE PROVIDED AROUND PERIMETER DF
10 Yr. 25 Yr Outlet Swate saxby WaY 0.10 11.8 13.7 75 Yr 1~ Yr. ,ZS Yr. ` I ~ ~ ~ MULT! PL 13.7 1.36 1.A3 2.0 1.2 A. . ~ ` ` lLT1PLE LOTS WHEN CLEARED SIMULTANEOUSLY.
Lots f50 -151 to end
Flow spider RIP RAP APRON Provided at all ' poadslde Swale Saxby Way 0.05 1.33 1.52 A Lots 21-23 1.52 0.52 0.57 2.0 4.80 A g O ~r . irl
Outlet swales Roadskle Swale Lenox Oriva 0.40 3.4 3.9 3.9 1.65 1.74 2.0 0.50 A ' ' ~ ~ ~ _ ~
• 2~ Lots 98 -103 cD ~ ~ ~ 1.9 1.5 1.6 2.0 0.34 A CJ ~
I ~ SPILLWAY Ro~dsfde swafe d~eswidc Drive p.5~ 1.7 1.9 Lots 157.161 O
FLOW SPREADER Roadsl~e suvale Idc Drive 1.00 4.6 0.7 . lots 98 and 162 0.7 1.4 1.5 2.0 0.17 A ~ t
~ ' . • -
. `1i'' ER 3.14. . All swales are de~yned to be non~eracAn9 at 10-yew' and 25 ~ . All areas where swales.oudet bo or trermtnate at drainage p 3 1 ~ ~ dlssipaUon/erosion prera~tlon. ~ and 25-year desl9n ~arrt~s. 31.48 ~ ~1
i~''i P~P~ ~ ~ A''~ded witl~ adequake,rlp-tap for energy ~ ~ y
~'S' - .~r~._1 . 5W,4~ES ~u 3:
~.,o°io M EACH SIDE `
TEMPORARY SEEL)ING (lA'TE WIM'ER £r FAR~Y SPRING TEMPORARY SEEDING (SUMAAER) . PEitMANENT SEEDING (SPRING @ SUMMERI. UNOISTUR8E0 See nartatlve/submlttals (or fwUx~ ir~matio~. teach slope anA/ar ;:ovs. ~p .8 I t~~' .i~a MORRIS LANDING SUBDI VISION DEVELOPED BY -
' SEEDING MIXTURE: SEEDING MIXTURE: . ~801TOf~1 CHANNEL 80TfOM S~nrales calculated aAave'1NOrst case" example fa each slop CROSS SECTION DEuCC INVESTMENTS, /A/C.
' SEEDING MIXTURE. SPE~IFS RATE (~B/ACREI SPECIE51 RATE (l6/ACRE) Rye (Grain) 120 SP Ct RATE.ILB/ACRE) P. 0. BOX 595, SEIMA, N.C. 27577
PENSACWA BAHL4GRA55 ~ Annual lespedeza German Millet 40 coca ryv~. `i r (910) 270 -8617
SERICEA I.ESPEDEZA 30 (Kobe i~ piedmont COAAMON BERMUpAGRA55 in the Piedmont and Mountains, asmall-stemmed Sudan ~~N 10 and coastal plain, 50 may besubstituted at a rate of 5U lbs/acre. 'd Sudangrass ~j A. Seeded 9~ass - 6. SeedeA grass wllh sUa4v mulch and lute net or sod G Rip-rap ar sod I ~ .
Korean in mountains) EROSION and
SEEDING NOTES: OMIT ANNUAL LESPEDE7~+ WhtEN DURATION QF TEMPORARY SEEDING DATES: . S7'?i RMWATER DET A /LS
1, WHERE A NfJ1T APPEARANCE IS DESIRED, SUBSTITUTE Mountains: May 15 • Aug. 15 NG SUBD^JISION
GARPEI'GRASS FOR SERtCEA. COVER IS NOT TO EXTEND BE1fOND JUNE. piedmont. May 1 -Aug. 15 2. USE CONUMION BERMUDAGRASS ONLY ON ISOLATED SITES Coastal Pla9n: Apr. 15 -Aug. 15 ' MORRIS LANDING SU SEDIMENT TRAP DESIGN CRT • W SEDIMENT TRAP LOCA'?'I r apply 2,~ GN CRTCEP.IfA 5!!idMARY ER`aSfQN CONTROL DURING L4T CLEARING .
- WHE'ftE IT CANNOT BECOME A PEST. BEftMUDAGRASS MAY SEEDING DATES: ,OCA'?'ION St~HiMARY FOR HOME CONSTRUCTION JO C Ep pRpprOS~ODIMENSlUNS pRpppSEprNSTAItATIDN ( TYPICAL ALL LOTS - JOSEPHS., HILL, JR. and ASSOCIATES
gE REpt,ACED W17H 5 L65/ACRE CENTIPEDEGRA55. M4uatains: Above 2500 Ff: Feb 15 • May 15 SOIL AMENDMENTS: Below 2500 FT: Feb ~ ' r''~y ~ Follow recommendations of so9t tests or apply SEEQING DA'TES• Piedmont: ~a~ ~ ~ ~y 1 lbs/acre ground agricultural limestone and 750 tbs/ CONSULTING ENGINEERS and PLANNERS 1602 HARBOUR DRIVE
10-10.10 fertilizer. ~ ~5o t~~acre STUNS SECTION A--A WILMINGTON, N.C. 28401
APRIL 1 -JULY 16 Coastal Plain: Dec 1 -Apr 75 NOES: ~ ~ 0I51U1?BED RE~/IRED REQ(/lRE~ FJ 1. SEDIMENT 'TRAP WILL' BE CONSTRUCTED FlRST. T~ na~a vou~ (910) 799 -1544
SOIL AMENOMENI'S: 5011. AM~NDMENI'S: MULCH: ' aw by tacking StlblP SECdNDLY. ~ ~a~l ~~1 ~ ~g taot. A disk 2. SEp~MENT 'tR~tp HE1GFiT TO 80Tf~M OF SPILLWAY ~ r.~N~n+ wlona o~ LO°°1°'~ fors # & ~~2 sNowlV AS ExaMP~E1 ~cytGN JSH
APPLY LIME AND FERTlL1ZER ACCORDING TO SOIL TE57S, App:v 4,000 LB/Acre straw. Anchor straw by tacking a ~ 4,pp~ tbs/acre straw. Anchor straw by ta OR APPLY 3,000 1.85/ACRE GROUND AGRICULTUttAL with asphalt, netting, or a mulch anchoring tool. A disk y„~ h as ha~.t, netting, er a mulch anchnring tool. A ~ sB, 30, 3.s, Various roadside swales at pipe SCALE' I = 50` ~ intetloutlets
UMESTONEAND 500 LBS/ACRE 10-10-10 FERTILIZER. ' with fades set newly st~t,~ght can be used as a mulch nth blades se: nearly straight can be used as a ed as a mulch WILL QE NO LESS TF~WJ TWO FEET. 360o e7o sq. Fc. ..e... ~.u~v neQn1 Cu~i l RF nub FODT_ 1 4.t'Min. UP TO 1.0 Provided) ~2~ Rovkkd) 4RA 141A,
_ ancnonr,~ ~w.. anctwang too.
MULCH; APPLY 4,000 L.BS/ACRE GRAIN STRAW OR EQUIVAt.ENT MAINTENANCE: MAINTENANCE: 411 I~IE~ANStElRFfD~ PERPEND CUUAR Y FROM THE ~~ECHES 7200 1742Sq. Ft. Q+ . Ft. 133' 3f / q Various drainage ouUel swans .0' Van Med) CHECKED
COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY Refertilize if growth is not fully adequate. R~~. Refertilize if growth is not fully adequate. Re TACKING WITH ASPHALT, ROVING, OR NETTING OR BY refertilize and mulch, immediately following erosion or refertilize and mulch immediately following erosi CRIMPING WITH A MULCH ANCHORING TOOL. A DISK other damage. other damage. ate. Reseed, OF THE LARGE STONE. z e.o'ono. Up to 2.0 a {roved e) (4522 v~ovdea) ring erosion or 59 SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 4 +F JSH
900 CF OF SEDIMENT 5TORAGE. 10,E zsia R. 1ggl 3 4 / 4,0 Note Proposed . SCALE AS SHOWN
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A 8. DEPt!i OF SEDIMENT IN SUMP WILL 8 CHECKED NFiER EACH' , s.0' Min. Up to 3.0 ~io,aze 67~ ~ $T'QR~i AND CLEANED AS NECESSARY {MIN. ONCE EACH 6 MOktHS}. 3 P ) vided) r..
MULCH ANCHORING TOOL. SHE"ET 14 o f 16
SEEDING.WTR-SPR.REY0702.da ER 5.05 ER 5 MAINTENAttCE' SEEDING.7EMPSUMR.doc ER 5 03 Um~ SILTDATMION TRAP WILL BE GONE IN SUCH A WAY 14,400 3485 S q. a 10.0' Min. Up to 4.0 P 1 romed) 4,416 (9010 Provwea) I• R• 265 341 4.0 None Proposed r wided)
R.EFER7ILIZ~ ~I1E POLLOWINE, APR. WI'Tt; 50 '...BS/ACRE NITROGEN. REF'tk.7 AS GRO'iITH REQUIRES. MAY BE A NOVEMBER 2006
MOWED ONLY ONCE A YEAR. WHERE A NEAT TEMPORARY SEDIMENT TRAP DETAIL is-,coo 4350 5ci. Ft . F4 4.0' None Proposed
APPEARANCE IS DESIRED, SU651171J1'E CARPET'GRA55 FOR SEl2tCFA AND MOW AS OFTEN AS NEEDED. 5 12.0' Min. Up to 5.0 (18,006 (]1,254 Provided) Previdel) 3311 34f Si" vAded) D DATA 4,-T4-:1(7- . ~ L ......?~.5-..~.~« w e...y.w~..~ •..~,...ra..+ ti r~ n ~y' ,w ..w ¦ r ?,1 up~pry~•~ y~. .b~ ~yq~ Ty
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