20070939 Ver 2_More Info Received_20100409

.1... _, -_ . -
NC Division of Water Quality
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attention: Ian McMillan
Reference: Request for More Information
Durham Wal-Mart
Durham County, NC
DWQ Project # 07-0939, Ver. 2
Dear Mr. McMillan,
This letter and the enclosed information are in response to your Request for More
Information, dated March 19, 2010, regarding the project referenced above. Each item is
specifically addressed below.
1. Five (5) copies of the site plans are included at a scale of 1"=60', per your instruction.
One (1) data CD of full size plans in TIFF Group 4 format is also enclosed.
2. Cross section details showing the provisions for aquatic life passage are shown on Sheet
2 of the enclosed plan sheets.
3. Jordan Lake protected riparian buffers, with Zone 1 and Zone 2 shown, have been placed
on the site plan.
4. The plan is under review by the City of Durham, a Phase II delegated authority, and proof
of approval will be forwarded to the NCDWQ when available. The applicant understands
that no impacts are to occur until the proof of approval has been received by the
NCDWQ.
5. Section C-6 has been left blank per your instruction in our phone conversation. Sections
E-2 and F-4 have been completed.
This package addresses all items of your request for additional information. If you have any
questions, please contact me at [phone] or chris enviropermit.com. Thank you for
your assistance in this matter.
Respectfully,
Chris Grose?I_
Environmental Permitting Consultants, Inc.
Cc: Mike Ranks, Freeland and Kauffman, Inc.
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APR 0 9 20i0
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YYET MN AND STORUW TM NMCH
EPC Project # 09033
P.O. Box 3744 - Greenville, South Carolina 29608 - [phone] - Fax [phone]
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Durham Wal-Mart
2b. County: Durham
2c. Nearest municipality / town: Durham
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state
project no: n/a
19
R
3. Owner Information APR 0 9 2010
3a. Name(s) on Recorded Deed: Wal-Mart Stores East, LP TY
3b. Deed Book and Page No. 005315-23 V ETLANDSANDSTORt,.9KATERBRANCH
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 2001 SE Tenth St
3e. City, state, zip: Bentonville, AR 72716-0550
3f. Telephone no.: 479-273-4000
3g. Fax no.: 479-204-0423
3h. Email address: [e-mail]
Page I of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Chris Grose
5b. Business name
(if applicable): Environmental Permitting Consulants, Inc.
5c. Street address: PO Box 3744
5d. City, state, zip: Greenville, SC 29608
5e. Telephone no.: 864-271-3040
5f. Fax no.: 864-235-9299
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0820-18-20-2864
1 b. Site coordinates (in decimal degrees): Latitude: 35.9494076 Longitude: - 78.9259
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 13.397 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Third Fork Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WSV, NSW
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is undeveloped with a young to medium age overstory. It is located in a commercial district surrounded by
residential areas.
3b. List the total estimated acreage of all existing wetlands on the property:
0.207
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
442
3d. Explain the purpose of the proposed project:
In order to gain access to the site from South Roxboro St., one crossing of Waters of the US must be made. The
crossing will involve the placement of an 8'x 6' box culvert, impacting 90 lin. ft. of stream. Additionally, in order to
accommodate the increased traffic one turning lane will need to be added, which will require the lengthening of an
existing culvert, impacting 0.001 ac. of wetland. Total proposed impacts to Waters of the US equal 0.011 ac.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project involves the construction of a commercial retail center in an existing commercial district. Heavy
grading and construction equipment will be used throughout the construction process.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: Action ID 200420240
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Environmental Permitting
Name (if known):
Consultants, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
8/3112004 approved JD obtained.
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
NWP 39 issued for project on 10/9/07, action ID 200420240. Applicant will not be ready to begin construction prior to
expiraton of permit and is therefore reapplying.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary (T)
W1 ®P ? T fill ? Yes
® No ® Corps
? DWQ 0.001
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ?P?T ?Yes ?Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.001
2h. Comments: In order to develop the site, the applicant must construct a turning lane which will require the lengthening of an
existing culvert. This action will result in the impact of 0.001 ac. of herbaceous wetland.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T culvert ® PER
? INT ® Corps
? DWQ 5.5 90
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 90
3i. Comments: In order to provide access to the site from South Roxboro St., the applicant must cross a stream which
parallels South Roxboro. The applicant proposes to use an 8'x 6' box culvert, which will impact 90 linear feet of stream.
Original plans called for a span structure, but after discussions with Eric Alysmeyer during the original permit process, the
applicant changed the design in order to minimize impact associated with shade and the potential for increased downstream
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
sedimentation due to the loss of stream side vegetation.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number-
Permanent (P) or
Temporary T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

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

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
R Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
In order to gain access to the property from South Roxboro St., one crossing of waters of the US is necessary. The stream
parallels South Roxboro, making the impact unavoidable. The crossing has been designed to minimize the impact to the
greated extent possible through the use of retaining walls on either side of the crossing. Original plans called for a span
structure to be used at the crossing. The design plans were changed after discussions with Eric Alysmeyer during the original
permit process, in order to minimize impact associated with shade and the potential for increased downstream sedimentation
due to the loss of stream side vegetation.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
El Yes No
?
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 64%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The City of Durham, a Phase II Delegated Review entity, does not require stormwater detention for this property.
Stormwater from the site will be routed through a level spreader and vegetated filter strip prior to being discharged. This
design meets City of Durham requirements. The plan is under review and proof of approval will be forwarded to the
NCDWQ when available. The applicant understands that no impacts are to occur until the proof of approval has been
received by the NCDWQ.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Durham
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
No future impacts are anticipated to occur on the project site. Future development in the vicinity is not known at present.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater generated by this project will be discharged into an existing public sanitary sewer main, which is owned and
operated by the City of Durham, and is located on the subject property.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? ? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? ? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. I ? Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
nc-es.fws.gov/es/ for listings in the vicinity, onsite survey and habitat assessment to determine potential direct impacts.
No known endangered species or habitat for endagered species was found on the project site.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
hftp://caldera.sero.nmfs.gov/habitat/efh/efhhome.htm
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in ? Yes ®No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
nc one map online GIS
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? msc.fema.gov
Christopher S. Grose I I 31 mar2010
Applicant/Agent's Printed Name Applicant/Age S Sig ature Date
(Agent's signature is valid only if an a hori on letter from the applicant
is rovid
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
1 2 3 4 5 6 7 8 9 10 11 12 13 13 14 15 16 17 18 19
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I~ / _ I ~ I I 11 I I, I Oj 1 /I/~? / _ I I / 1 < ~ 1, 1 1 1, 1 1 ~ Q ~ ~ ~ 1~ l i??ii? ? i?ii?iiii~/ 29~ 1 1 A ~ 2 ~ 1 A J is r ~i
I? ?/0~7~ l ii h 1 1/ I I I I , I T V I I i i i i i A ~ ~~I~O BUIL ` p.. r 1 ~ rr. i ~ I : r ~ I~! STRl1CTLRE STRUCTLRE TOP OF TFROAT MVERT flEVATX7N PIPE LENGTH PIPE PERCEM ~ U
/?i ~ ~9 I 1 I o o ~ 1 ~ ~ ~ l~l B i?iiiii?ii?~RETiA;I(~dID~1G? SAL ~ ? ~ I ~ ~ ~p 'S'~ I r ~ / i ~ I 1 1 1 1 iiiii? ~ ~ iii?i?iii?ii E~DE I = 1 ~ i I 1 ~ ~I' ! ~ ~ ~ti ~O~S~' Q~~ ll! ~O t1~~ r ~I. ~7 r. N1A1392 TTPE CASING B.EV. NV. E3.EV. N OUT OAT) S~JTTPE SLOPE n, Q~
iii ii?ii?iil~i?i??~~ i 8.~ I 1 ~ ~I I 1 ~ ri ; 97.8 I 7. - i I ~ 1 , ~ I II VIII i?iyiy ~ ~ ~ ~ OQ ~,A \ 1 OUTLET HEADWALL - - - 275.20 _ _ - ~ \ O ~ v i ,i.-. i ~ - ~ ~ ~ r, ~ r.-' 1-2 - - - - 23' 36°/RCP 1.OOx ~ 'C
i i i if~E ~(~JY,aT'IV~ 7, ~ I ~ 1 1 I ~ III i i i i) , ~iJ~FER (NC DWQ) 0 298 ~ r i ~ ~ ~ 29. 1 ~ I 9, I I~1 , ~ ~ 30~ ONE I ~ N N ~ 2 CURB INLET - 287.10 275.53 275.20 - - -
~?~??f,A~A?~~~,, 9~ E- ~ i1 7,8 i ~12 7 1 b 11 1~~ ~ ~ 1 ~ 0_: I 4 i ~ 11 i ~ ~d 2 .4 ~~2 7, Ii i ~ ~ 298. ~ 1 , i ~ ~ ¢ F ~ 1 ?ii, , ii?i??iiiii? ~ ~ ~ I ~ ~ 2~ ~ III ~ 1 ~IJ~F~~(2.,(NC DWQ) ~ ' ~j' ~ , I -rr.~ - - - - - - - - 68' 18"/RCP 1.OOx ~ ~ ~ ~ ~ Ln 7j 4 r T '
FOR REP I I ~ i~ i11 ~ X2716 , 96 I ~ I,l l 1 ~ ~ ~ I iiiiii'`, ~ \ Q~ '9~ ~ r I' ~ I ~ { _ LI ' _ 2A 1RENCH DAMN STRUCTDRE 280.00 - 279.00 276.50 - _ - ~ Q` Q ~C ~ Y^~ ~ ~
l ~ Il l I I I I I 1 I ~ , ,i i r ~ ~ ~J.O ~ ~ ~ i , 1 ~ i 1 r ~ ~ 1 LN~1,T~ OF ri I I1 ii~~ 1 ~ ~ ~ ~ D TREE AR ~ ~ ? ~ ~ ? ~i? i ~ ~ ~ ~ ~ i ~ , iri 99 ~ 299,0 r 2~.6 121 11) ~ 1 1 I i r I 92. ~ 111 ~1A2!~b? ? 1 ~ ~ ~ ~ ~ ~i ~ ~ ~ i i ~ I 1 ~ ~ ~ I I C~ J _ - - - - - - - ~ o ~~`~I L L \ 2 CURB INLET - 287.10 275.53 275.43 C ~ ~ - - - ~
i ~ ~ ~I i . 1 1 1 1, 30 1~ ~ ~i I I ~ LAND AP T I' / ~ 1 I ~ ~ / ~ I I 1 ) I ~ ~~B SC i A t< ~rl~iT i i? i / l i 4-Y ~L~ I ~ 1 ~ l l I ! I I I ~ ~ v , ~ r i i ~~.0 A,~ ~ i t ~ ~ ~ ~ , I 1 ~ 1 I . 1 I 1 ~ I I l' ? ? ? ? ? 1 ~ ~ ~ oU~Nu , ..:..a?-. 2_3 - - - - 54' 36"/RCP 8.4x I` 3 JUNCTION BOX 289.0 - 280.17 280.07 - - - ~ ~ ~ N ~ ~
ii??ii?ii?i l l 1 i 1 ~ I ,r I I I~. I ~ ~ 299. ~ ~ ~ 29~ 5 I I I l /l l i ! ~ / I i ~ ~i V 1' F s i r i i1 ~ , 1 1 1, 1 1 2 2. I I I ~ ?li>???I ~ i ~ l 1 i ~ ~ 1295 v r 9 I I I I i?ii??i i i l lI ~ II I l ~ ~ / I ~ ~h
I ~ ~~i i i ~ TC 298,68 ~ ~ ~ i ~ r i i , III III ' ~ r ~ ? ? ~ ; ~ \ - ~ ~ ~ .R P E ~ ~ ~ ~ ~ ku~f~~b~ ~ i ~ I ~ i I I I ~ r E R SE~I~fATI , PROVIDE SWALE % , ~i , ~ , , ~ 1 ~ ~ I N~ r, (~I~ RI~N~, ~ ~ ~ , 97 ~ 1 ~ ~ ~ ~ 9~,F ~ ~ ~ I 1 i I I I ~ ~ ? ? y ~ ~ ? ~ ~ 1 ~ ~ ~ ~ i i r 1~ ~ 1 ~ T 298,18 ~ 9 51 I i i ~ ~ ~ i i 1 ~ ~I T A E ~ i ~ `1 I t ~ 1 ~X ~ ~ 3-4 - - - - 52' 38"/RCP 1.00X ~ ~ ~ ~
~~?i8~i~ii~~~!i?ii 111 ii ~ I i~ ~ ~ ~ ~ i ~ i i i ~ i 11 II ~~j~~~~~ ~ ilr TREE P~FA 2 ~ ~ , FROM HP. THRU i ~ r I MEN1~S~~ ~ S ORIMI I ~ ~ , ~ ~ ~ ~ ~ o, I I I ~ ~ ~ ~ 1 II II ~ ~ ~ ,riy~ i1 r ~r 97 ~ ? ~ II i ii rr I 1~ I I ~ ~9 ~ II 4 GRATE INLET 289.40 - 280.79 280.69 - - - ~ ~ (n ~ ~ ` ` _ 4-5 - - - - 151' 36"/RCP 1.OOx ~ 3 CO X J
~ ?Ip ~R(JOFi ~4?AI ~ i 1 ~ i ~ I I I 11 ~ ~ ~ m, , , i ~ ~ 2~4 ~ ~ I ~ 111 1 ~ 1 I l ~ IL T ~ ~ i ~ iii . o ~ ~ i I I iii ~i, iii ~ I ~ + GRASSED AREA ( i ~ , ~ H 1 1 , ~ ~ ~ ~ I ~ / ~ / I I 1 ~ ? ~ ? ~ 1 ~ 11 r 1 ~ ~ ~ I -29'1.6 ~ ~ ~ ~ ~ _ ~ I 1 I I I II ~ , ; ~ ! ~ 11~~, X 5 GRATE INLET 291.10 284.97 282.30 ~ ~
MIN, LOPE) ? ~ L ~ I I I I 2~6, ~ ~ 2. ~ ~ ~I. ~ ~ I I I I_ I? ~ ? ? ~ I S I I I I I I I 0 ~ L~L~ ~N ~ I F I RAINS` A~ RE OF Bl~ ING I ~ ~ ~ , I 11 I I ~ ~ 6' N ~ H SINGL ~ARREL~ ~ 5-s - - - - - 100' a°/RCP 1.ooR ~ ~ ~ ~ j U ,JjIII B, LUE~F~ (SBB FOR SETTLEMENT MONITORING 6 JUNCTION BOX zs1.64 - ze6.zs 285.97 - - - ~ ~ ON ~ z
21 I III ~ I ~ ~ ~ ~ ~ ~ I I I ~ 2' I SLOP ~1 - I I I 1 ~ ~ r ~ i ~ . ~ ti ~ I 1 11h I „ ~ I~ ~3. , U ~R9l~ND T~ DRAp~~ SYSTEM ~ ,5 18" NDPE ?ii?iiii~~vv~ Ali fl I II 'r4 ~I1~ ~ '"t"t ~ ~ 'I' ~ , ~ ~~~I II 11 ~ r i,~ ~ 1 ~ I / I I ~ 1 I 1 1 i I ~ ? ~ ~ ,~~~p / / II , -
DOWNSPOUT ~ ~ ? ~ ~ il? ? ? ~ ~ I III ' I WdP~ ~ T ~I,O~ IM1~1 L'OP = ESA W EXACT BER, ~ i ~ i ~ ~ i _ ~ - ~ ~I ~ ' ~ ? i ~ rrrr i~ ~ ~ I ~ ~ ~ ~ r / i i - - ~ ~ ' III ~ - ~I I iiii i~,~i - I I I ~ I II ~ ~ ~ I ~ l l~ ~br2 i, ~ i I ~ r ~ ~~+0.0q~ SL~P~~A REQUIREMENTS, SEE STORM 6-7 - - - - 1zr 1e°/RCP 1.DOx J ~ rN
E COLLECTION LINE i?/ ~ ~ I IZ ~ AIV 1 ~ ~10 ICE SRO F flRAI ~UT CONNECT 1 ~ ~ i I i 7~~ ~ ~ - 1 ' ' ? ? ' ? ? ~ IV I ~ 1 , ~ ~ 1 ~ ~ I I y W/-+,Y CKOSSII V~G \ ~ DRAIN DETAIL SHEET 7 GRATE INLET 291.50 - 287.60 287.50 - - - W ~ lJ ~ _ ~ eo' 1e"/RCP 1.oox U,"~ III ~ \ 7-e - - - -
(l0~ MIN. SLOPFJ i ° ~ ~ ~ ~ ~ I T I ~1~0 'D I I I I~ ~ E~ I~JA RTI~kIT. ~ L ~D E` EOF~ ROOF ~i~ i 1 ~ ~ ;i ~i i i ~9b~ ~ ~4~~ ; ~ - ~ I ~ ~ , ? ~ ~ ~ ~ ,vir ~ ~ M I ~ ~ ~ 1 1 9. i. r??, ? ~ I ~ ~ ~ I l i i, f~ 1, I / II ~ 1 ~ ~ II ~ 1 ( l~ ~ I ( _ ~ I A i ~'?I? ~ ~ 1 ~ I~ik~ADER9 1110 1®E 16 T`~~~~ V ~ I ~ i i 1 ~r i ~ iii ~ 9~ , _ a~ ill ~ ~ ~ ~ ~ ~ AREA INLET 292.60 - - 288.40 -
DEPRESS CURB LINE 2 ~ r 1 1 ~ ~ v , ~ 1 _ - r ? ~ ! ~ ~ 39.6.6 i i i~ r - e O 8 - - ~O A ~ ~ ~ ~O' _ - - - - - -
WIDTH TO ALLOW I ~ > > ~ I T~. 2 I r ~ ~ ~ i I 1 , ~ ~ . ~ ~ 30 = 11 I ~Illr ~T ~ ~ ~ ~R 1 ,o I 2 ~ - 1 r, I~ I~~J ~ I ~ 6 2 4. ~ r ~ ii? I I I l~ ~ 1 , I ~ II I I i ~ I ,2 ~ - ~ ~ - 5 GRATE INLET 291.40 - 282.40 282.30 - - -
SWALE TO DISCHARGE ~ ~ a. ~ ~ I_ ~ t 1 ~ ~ > i ~ o~ , - ~ - TP 8.6~~ 1~ III ~ ~ I I ~ ~ . ` ~ ~ ? ? ? ~,al I 1 > 111 ~ l - ~ 1 I I 9 .1 % ~ , TO PAVEMENT ~ ~ ~ > „ ~ o ~ i ~ , TC 29 , ~ ~ , I I I 1 1 i' 1 ~ .8 I I ~ ~ ~ ~ ~ ~ , ~ ~ ~ 5-~ - - - - 105' 18"/RCP 1.OOx
?~?1?~ ~ ~ ~i~ ~ -1111 i~~~ s i , ~ I 1 d 0 ~ REPRESENTATIV ~ 1 , ~ ~ r ~ ~ l "'i ~ ~ ~ C ~1~ C~l~ i ~ ~ TP 298, ~ I I h ~ r I~... i I ~ ~ ~ ~ 1 ` - 5A GRATE INLET 288.00 - 283.55 283.45 11 I 1 1 ~ _ - - - ~ ~IA~~ ~ i ~ ~ ~~~oj SA-5B - - - - 45' 18"/RCP 1.OOR
? yi ? ~ ~ ~$19A1 r 1 ~ I ~ ~ ~ ~r~~~~ ~ ±10~,~8~y I ~.E ~ n I I I I 1 I I 1 1 ~ ~ ~ P' 2 ~ ~ I I I 1 ~ ~ u~~ ~ , 1 TREE AREA ~ r i t i ~ ~ ~ ~ ~ ~ i ~ I ~ 5 ~ 1292 ~ I I 1 ~ ~ ~ ~ 11 ~ l _ ~1 1~ ~ I ~ 1 ~ 5B 31 1 ~ 3~1 ~ ~ ~ ? m ~0 ~ 5B GRATE INLET 288.00 - - 284.00
II I l\ 1 I / 1 I I ~ ~ ~ ~ 1 I,1N l ~ ~ ~ ) 1 l ~ 11 1 I I 0~ -J ,~~1 I ~ 11111 ~ I 1 I~(!~ 1~ ~~,d~ ~ ~ I - I, 1 ~ ~ ~ ~ I I 1 1 i , III 11 ~i , TC 29~~i4-- i , s ~ ~ ~ ~ ~ ~ , 2 3. I I , ~ co ~ ~ v SLiO~~ S' ~SL1 1 \1 ~ ~ ~ I ~ ~ O ~ r~ - - - - - - - - -
1 I i i ~ 1 I I ~ ~ ~ , ~ 1 ~1 I I I ~ ~ I I ~29~Q9 5~0'~',f'~ BL ~RCNI I~CT~ ~i~TP 2 . 4 ~ ~ . i r1 I I ~ ~ _ ~ ~ ! I 2 2. I I I ~ ~ . ~ , ~ ~ 7 ~ ~ __986 1 ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ I I F ~ III ~ ~ ~ _ 1 ~ ~ 1 / i ~ y ~ ~ 1 r I ~ ~ ~ ~ I I 1~ I I I ~ p I 1. I ~ ~ T I I I 5~ , 1t 1y~ , ~11~~ y~ l ~ ~ ~ ~ a JuNCnoN Box 2s1.ea - zes.o7 2B5s7 - - -
7j ? ~l I I I I 1 1~1 ~ ~ ~ h / T ~ f Il ~ _ _ ~ ~ ~A ~ l I I l - 1\ ~ 12" ROOF ,RAIN g, ~ 1 , ~~==CC~~ACfiC~ CH ~F R ACT 299. ` ~ ~ ~ _ 29~ ~ O~~ \ \ ~ - ~ . ~ _ ~ ~ ~ 6-6A - - - - 43' 18"/RCP 1.OOR
LEADER ~ / 111? f, j I l~~l~ ~ ~ ~ ~ 1~= - ~ _ / I , A ~ ~ ~ 7 T 29~ ~ ~ I~ S O ~ I I I ~ I /IIl ~ ~ ~ ~ ~ ~ ~~T~©N ~ ~D~E~SIO~S~ O~ ~ ~ I ~ ~ \ V ~ _ ~ ` ~ ~ ~ ~ I I f ] 1 I I ~ ~I IIIII~C ~ I f ~ 296 ~ \ ~ ~ ~ ~,AAA~ ~ ~ rr ~ ~ BA DOUBLE GRATE INLET 291.10 - - 288.50 - - -
~ (2) 10" PVC ' I,1 I I 1 ~Ii~14 ~ ~ ~ ~ ~ ~ `III 1~~1sUL~ `SCp~' ` P VI G,~ XIT, i ~ ~ ~ I I 1 ~ ~ ~ ~ ~ I ~ I 1 ~ ~ ~ ~ ~ `o ~ I ~ ~ I a ~ ~°a~ I 1 ~ ~ ~7~ ~ I~- ~ ~ ~ I 1 l ~ 91. ~ ~ 1 ~ ~~A~~~111 i~ - - - - - - - - Illl 3 - - - / ~ \ III , ~ _ JUNCTION BDX 289.00 280.27 280.07 -
TRUCK W~L~ ~ i i ~ .0 ~A'F~ ~ ~ 1;~edRCH~~ AA~1~S) T U K, D'QCKS,I I , 1 ~ ~ ~ ~ ~ ~ ~ co ~ ~ ~ ~ ~ ~ 2.77 - ~ ~ , i 1 ,A R~~DE - 1 ~ ~ ~ i iii 129 ~ ~ ~ ~ ~ ~ ~ ( - I10~ 3-s - - - - 6r z4'/RCP 1.oox
DRAINS T I,~~ ~ ~ ~ ~ ~ ,~~~C9 ~ ~IJILY~I~,d~ ~ ;ENN~bJ~S ~NDI ~ ~ ~ , i ~ ~ ~ ~ ~ i ~ I 1 ~ ~ ~ 2 7 - L R VE~ I AN Y X92 ~ ~ ~ ~ ~ ~ ~ ~ ~~~5~ ~ 9 DOUBLE GRATE INLET 288.10 - 281.04 280.94 - - -
1 75f~ , . -E~` ~F „ T~ITY E~RY;~1f~1T - TC 2 ~ ~ ~ ~ ~ ~ - TO STR. 14 i ~ ~ ~ ~ ~ , I ~ y-~ ~ i i ~ i ~ ~ ~ ~ ~ ~ , i ID~AI COI~.E, 612 H ~LO~ 292 ~ 2 ~ ~ ~ LIM 13 29 I I ~ ~ ~ ~ I ~ I - - ~ ~ ~ ~ ~ ~ TP 9 i I s~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / I7 /LIMITS 0~'~ ~1~~~~~I 1 ~ ~ 9-m - - - - zaT 1e"/acP 1.oox
SET ' H A(~V~ALLi 1 , ~ 4 1 ~ ~ ALL ) r ~ i ~ ~ ~ ~ I I I 1 ~ I I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ b I~ ~ ~ 21 , / ~ I I ~ 1 I - I ~ r ~ i ~ ~ ~ ~ ~r ~ DIS`fl + ~ ~ 1 rii 1 i 1 i r , ~ ~ I 1 i I i ~ , ~ 296. ~ s ~ ~ ~ ~ ~ ~ 89.5 / ~ - - - - ~1STL1f~B~~A'~ _ ` 10011 JUNCTION BOX 294.80 - 283.41 283.51
-5 F FAA E ~ I 1 s ~ ~ D 1 ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ I I s~ i - ~ ~ ~ ~1 1 ~ ~ I ~ ~ ~ ~ ~ (SEE DELAIL~ ~ , _ - F ~ 1 I 1 I 1 l ~ I ~ ~ 1 ~ 1 ~ ! ~ ~ 1 ~ 1 ~ ~ I ~ / ~ ~ 1 1 1 1 ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 7 1 ~ - - - OR REORE J K'` ~ 201' 18"/RCP 1.OOx O FAR REPRESENI~ I (E\ ~ _ G~ trj 11 GRATE INLET 293.81 - 285.62 285.52
G OF ,p,LL / ~ y ~ l / c 1111 1 ~ 1 1 I 1__ / I ~ ~ 1 ~ ~ o A AREA DETA~ ~ / i~ l / 1 ~ ~ 1 1 , 1 V \ o A A ~ ~ ~ ~ ~~L l I 1 ~ 1 l l~ ~1 ' ~ ~ ~ U~ ~ ~ ~ s ~ ~ ~ 2 ~ 12~, A ~ A ~ / / I 1 ~ ~ I I ~ 1 \V~ ~ III l l o ~ ~ 1 / ~o~ 1 ~ ~ V 7 7 AREA DETAILS, ~~E ~ ~ 1 11I~~1 1 _ - ~ M O`~ O 11-1z 31' 1e'/RCP 1.oox LANDSCAPE DET~VL ~ S ~I~I III ' ~ U
I J ~ ~ ~ I ~ ~ ~ ~ ~ _ l ~ \ ~ TC298$4- 2 i ~ ~ ~ ~ ~ o ~ ~ ~ T ~ ~ ~)N/k iU'U ;~Q BRA ~ LANDSCAPE 1 ~ A ~ ~ ~ ~ \ III ~ I 111 . ~ ~ ~ ~ ~ ~ ~ ~ 297~~ 1 .4 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ T~ 298,34 _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ I O N ` ~ \ ~ ~ ~ AI ~ ~ 12 TRENCH DAMN SIRUCNRE 289.43 - 288.43 285.93 - - -
~ III ~ I 1 ~ I 1 1 ,1 ~ ~ ~ ~ ~ ~ _ ~ I ~ ~ , ~ ~ X93. ~ ~ ~ ~ ~ ~ ~ B~ ~ E7~L , ~ 1 ~ ~ ~ 9 0~ - I ~ ~ ~ ~ ~ ~i? n ? ~ < . ~ TATIVE III ~ t ~ ~ ~ ~ ~ ~ ~ - - 1 ~ ~ i 1 ~ ~ ~ 1 ~ ~ ~ ~ ~d ~ ~ ~ REPR SEN ~ I 1 ~ 1 ~ ~ 9~~ z ~I- EL.,, : , JTATIVE , ~~~il~~i~il b~IUI~IU~' ~~I ~ - - - - - - - - ~ Z ~ ~
III ~ ~ I ~ ,.0~ ~ ~ ~ 29.8. - ~ ~ ~ ~ ~ I 1 29~~ 4 2 9 ~ TREE REA 3 ~ I I ~ I ~ ~ ~ ~ ~ 297.8; ~ ~ ~ r o ~ ~ ~ ? ~ 295, ~ o N I 1 1 ~ ~ 7. _A 3 i~IiIIIIi ~ ~ ~ ~ , ~IU~~O~I ~ ~ ~ ~ ~ 13 OUTLET HEADWALL - - - 275.00 - - - ~ Q J~~II~IIII~~~~~~1 ~IIIIIII~I~ ~ C~°O 13-14 - - - - 12' z4"/RCP 1.oox ~ Z ~ N
~ ~ ~ 1 r ~ ~ ~ ~ ~ ~ ~ I 1 ~ ~~~~0 S ~ - , - ~ 1 i 1 I ~ ~ ~ ~ T Il~i? i ~ ; G ~A~c 29'81 ~ ~ ~ ~I ~ ~~IIIIIII 111 ~ ~ h 111 II ~ - ~ ~ r^~ ~
i ~ I ~ ~ ~ ~ - ~ ~ ~ - ti ~ - I ~ ~ ~ 1 ~b~i ~ 1 ~ I" E ~ ~ ~ ~ ~ ~ ~ ?U^i(~F, 2 ,H ~ EXTEN ~ ISTING~~, ~ (S E~~9~TAIL ~ 1 ~ ~ ~ 1 ~ ~0~~ ~ ~ ~ , ; I I ~ , ~ ~ ~ ~ ~ A ~ 4 ~0~ 1 ~ ~ ~~~u ) EXISTINGa~ 1~~~~~~~~II~ \1~A ~ 1~lIQIII I 14 GRATE INLET 297.00 - 285.89 275.12 - - - ((1
~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ 96 ~ _ _ I ~ ~ , 29 ~ ~ ~.0~'~'L'O~Y BYP ~ 1, ~ ~ CRd ~ ~ > > 1 ~ ~ - ~ ~ i i ~ BOX C ART ~ i i ~ ~ ~ i ~ - 1 ~ ~ ~ ~ --S .....AMP DESIGN ,305 I W ,'I = ~ ~ ~ 8 i i i i a . h ERT ~h~~ II ~ ~ 1 ~ I I I~~ III ~ ~ 14-15 - - - - 19T 18"/RCP 2.ODR yy ~ vJ i ~ ~ I ~V 1 A ~ ~ I~ I ~ \ 15 GRATE INLET 295.60 - 289.73 289.63 - - - L~IL ~ ~ ~
~ ~ i ~ ~ ~ ~ 1 ~ BED ~ ~ ~ ~ I ~ ~ ~ - Q ~ = ti I ~ ~ ~ ~ ~ 91~Ej ~ ~ ~ ~ ~ ~ ; ~ ~ ~W/ ±17 L 8 Wx6 i ~ ~ ; i ~ 1 1 ~ 1 ~ ~ ~ ~ g , 29~ '19.0 - ~ ~ , r ~ 1 ~ 2.6 ~ i i ~ ~ ~ ~ ~ ~ ~ ~ , , ~ ~ ~ ~ : BBC ®±1~99~ L 8'Wx6'N i~iil~~iill 1~ - ~ o ,5-,s ~ ~ 199 _ ^ b - - - - 8T 18"/RCP 1.OOR / \
H ~ ~ ~ ~ o ~ ~ p 96~ - ~ ~ ~ ~ ~ ~89 r ` ~ 1 ~ ± 77 ~ ~I I ~ ~ ~ I - ~ ~ ~I i6 GRATE INLET 295.10 - - 290.60 - - - ~J I EXITING) ~ ~IMIT~ I~EII~I~ ° ~ - - - - - - - - 1
iF ~ 1 ~ ~ - ~ 9.~' ~ ~ - i==, ` _ 292 ~ ~ ~ ~ ~ I I I MATCH EXI TING) LQOD ~ PLAVTI LIN~ , 1 2 1~ ~ - _ _ , , 2 i I I 1 ,
~ ~ Q ~ ~ ~ ~ ~ ~ , , .3 ~ ~ I ~ - ~ ~ ~ ~ ~ ~ I I I I ~ MAIN LINK ~ 72 ~ 2 J ~ r ~ ~ ~ ~ ~ ` ~ ~ 296, I I I I ~ 1 - ~ - a~i 1 Z91. ~ ~ ~ i 1 I III , ? ~ I ~ ~ , 3 OQ8 r ~ ~ i Iii ,5~~~~ I I 295.¢8 ~ P - ~ ~~,,12. 6 ~ ~ ~ 11 ~ ? 2b8.2 lu,~ ENCL. / ~ 1 LINK ~ ~ 1 I I ~ ~ ~ ~ ~ ~ i 1 ~ ' CP w _ _ 14 GRATE INLET 297.00 - 292.22 275.12 - - - ~ ~ ~ V ~ ~ ~ / ~I ~ ~ T~BP R - 14-14A 78' 18°/RCP 1.OOX
~ AY '2 > ~ 1 ~ r ~ ~ I I 1 ~ ~ , I I F I I , ~ 1 r ~~5~, - _ , - 289 g I 1 I 1 ° o ~ ~ 0~ o i ~ - 94. ~ ~ i ~ - ~ ~ O ~ ~ ~ ~ ~ / WALK ' 1~_ 14A GRATE INLET 297.50 - - 293.00 - - -
~ ~ ~ 1 I ~ ~ I ~ ~nl~. 5 1 ~ 294.81, ~ I~ ~g 94.__ L~ ~ y ~ ~ 9 i o t tae ~ ~ ~ 1 I I I 1 1 III I~ ~ ~ I 1 ~ l I ~ l I ~ ~ r' r i pal I 29E3; I 1 , I ~ ~S 1 I~~~- ~ 12~~0~ - - - - - - - - ~.13
~ ~ ~ I ~ ~ 9 ~ , 294-- ~ ~ - ~ ~ ~ 1 i ~ ' ~ ~ ~ ~ .I 5, ~ ~ 293, 1 7 i i = ~ , 29 ~ ~ ~ = i i ~ ~ ~ ~ r , I .0 - I I ~ ~ I Q 17 OUTLET HEADWALL - - - 290.97 - - - ~ _ U U
- - ~ ~ i~ i i l i - - - - - - ~ iii ~ - - ~ i :16 _ ~ _ ter:-- _ ~ - ~ TO 75.31 ~ ~ O~ 18 JUNCTION BOX 299.50 - 291.26 291.18 - - -
;~~5~ i = ~ i - _ - 2]5,4 ~7 .31 3 1e-19 - - - - as 1e°/RCP 1.oax
X80-===- =_=_,,~~;~,~=i_ ~ - - - _ - - - ; ~ 275.4 285 ' ~ _ / ~ I - - - - - - - r._- r-~. ~ _ / K = - I _ _ u,~~.. ~ ~ 19 GRATE INLET 297.50 - - 29214 - - -
- - III-= - - - - - - - - - ~ 279 MAINTENA ~ ~ - - p - - _ ~ _ ~ ~ ~ ~ ACCESSrI~)~-~ d ~ ~ ~ ~ - - - - - - - ~ _ L.IG
~ o ~ ~ 26 = - _ _ r - ~ a STOP 79.68 ~ ~ e~ - - - ~ ~ - - - RCP ~ u II ~ ~ - ~ ~~~5 ~ _ ~ f~~I6.78 o ~ ~ 20 - - - - - - - -
~ i;BDI ~ _ - ~ ~ a IGNALIZED - - - - - - - - ~ f~ ~ N ~ BDI 0~~~' ~
- ~ FROM 5~1 TO - ~ ~ roP 286.52 - ~i'SL PE ~ - - - -r - - _ 1 3•I SLOP-E---- ~ II` ~~3.az ~ ~ - ~ ~-II o~r~5. 5 - _ I ~EC~ _ _ ~ _ - - - - - - - - ~ iE z~~. - - ~~r"
DISTURBANCE ~ ~ I ~ - -rl - II , ~ 9 N ~ o - ti~ ~ ~ I 9p 8g I a I e I ~ - ~ _ P_ _ _ CROS ~ - _ _ _ _ _ _ _
1 ~ ~ - ~ ~ i TOP 279.6 CON = - °~II T~~~8 . _ _-'z9o~_ - ' - - za ~ GUIDE k~AIL-- ~ ~ _ ~ N ~ AR ~ I ~i - - - - - - -
- ,2a9-- ~2~2~ zg6 ~ - ~ - - i i~ x ~ ~9~~, - ~}t~ - ~ (SE DETAIL) ~ ~ I I II z1 OUTLET HEADWALL - - - 273.00 - - - _ _ I ~ ~ I I I 1s' 1a'/RC~ 1.ooz
~~a ~ TOP 28.63 _ , - 2~0~= ; ~ ~ 21-22 - - - - ~ II II ~ I 15 I 22 JUNCTION BOX 279.40 - 273.28 273.19 - - -
_ ~ _ J - - _ - - _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o - ~2~6'~~' 7 ~ ~ I ~ ~ ~ ~ ~ 22-23 - - - - 49' 18"/RCP 3.98%
285 - - - - ----'~,,-,,,i 10',- ~ - , l O - - _ ' - - \ \ - _ 2 ~ 00 t I ` ~ , I I 23 JUNCTION BOX 279.51 - 275.34 275.24
_ -_285---= _ ~ ~ ~ ~ ~ - ~ - - - - 280 =`~_28 ==~i~4~~hN,~~T K~ ~ ~ ' ~ . ~ - _ - s, ~ ~ O ±120 L,F, OF EXISTING 1 1 I 1 ~ 23-24 - - - - 66' 18'/RCP 2.90R
~ ~ ~ ~ ~ ~ ~ - STEEP SLOPE CALCULATIONS I - ~ I -__=275 _ - ~ ~ _ ~ ~ PU~~~ R~~~ ~-WAY ~ STEEP SLOPES TOTAL 46,207 SF 8'x6' SINGLE BARREL ~ ~ ~ ~ ~ ~ 24 JuecnoN BoX 281.26 - znsl zn.zs - - -
STEEP SLOPES GRADED 6,793 SF _ SPEED LIMIT 45 MPH PERCENT GRADED 15~ BOX CULVERT I ~ I I, zrzs _ - - - 33r 1s/RC~ 1.54x AT ±1,99 SLOPE (TO I j ~ I ~ 25 JuNCnaN BoX 286.90 - 282.71 zez.61
IE z6 .96 (ASPHALT IN GOOD CONDITION) 25-26 - - - REMAIN) I II ~r~'`~uL ~15'~RC - - - - 9' 15'/RCP 1.Dax
FOUNDATION SUBSURFACE PREPARATION FOR WAL -MART PAGE 1 FOUNDATION SUBSURFACE PREPARATION FOR WAL-MART PAGE 2 26 GRATE INLET 286.36 - 282.90 28280 - - -
WM # 4369.00, DURHAM, NORTH CAROLINA WM # 4369-D0, DIIRILAIIf, NORTH CAROLINA September 16, 2009 September 16, 2009 26-EXi - - - - 13' 15"/RCP 0.90x
EX1 - - - 283.02 (EX.) 283.02 (EX.) - - -
K UNLESS SPECIFICALLY B.mICATED oTIrERwtsE IN TIIE DRAWINGS aND~oR I, CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING 14. CONTRACTOR SHALL ASSURE PC L ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL 23 JuecnaN Box 279.51 - 276.65 276.24 - - - -
sPECUTCATIONS, TFIE LIMITS of THIS sussURFACE PREPARATION ARE coNSIDERED To TF~ FINAi, tz INcxES of sUBGRADE IN BUILDING PAD AREAS SHALL BE LIME REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE NATURAL AND PAVED AREAS. BE THAT PORTION OF THE STTE DIRECTLY BENEATH AND s FEET BEYOND THE BUU.DING STABB,IZED. LIME STABII,IZATION SHALL CONFORM TO NCDOT "STANDARD 'ED AREAS. z3-Exz - - - - z4' a°/RCP D.52R
ANrt ArrURTENANCES. APPURTENANCES ARE TxosE [TENS ATTACHID To TxE sPECUTCATIOxspoRROADSANDSTRUCTURES`°,sECTloxsal,LB,~TREATEDSOIL. REMOVED TO THE RIGHT-OF-WAY. 15, TOPOGRAPHIC INFORMATION IS T. BIm.DING PROPER (REFER To DRAWING sIm,ET sPI), TYPICALLY INCLUDING, BUT NOT 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR REGISTERED LAND SURVEYORS. RMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY IX2 - - - 276.78 (E%.) 276.78 (EX.) - _ -
LIMITED T0, THE BUILDING SIDEWALKS, GARDEN cENTER, PoxcxES, RAMPS, sroors, TF~ FOUNDATION SYSTEM siIALL BE ISOLATED SPREAD FooTBJGS AT coLUnn~rs AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS S BASED ON TOPOGRAPHY AS SHOWN ON T- SURVEYORS, IF THE CONTRACTOR DOES NOT ACCEPT EXISTING - _ _ _ _ _ _ iHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE
TRUCK wELLSmocxs, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR coNTlNUOUS sPREADFOOTINGSAT WALLS. RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, CONTRACTOR SHALL SUPPLY, AT PAD, ETC. THE BASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND .L SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A 24 JuNCnoN BoX 281.26 - 277.51 277.zs - - -
BEYOxDTi1ELn~TSOFTI~ACTUALBU>r,DBaG.a~rDTI1EAPPURTBNANCES. TIBS FOUNDATION svasURFACE PREPARATION DOES NoT coxsTrrUTE A coMPLETE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON REGISTERED LAND SURVEYOR TO SITE woRx sPEC>FTCATION. IN cnsE of coNFLICT, INFORMATION covEREn IN THIS AS BEING EXACT OR COMPLETE. T-E CONTRACTOR MUST CALL THE APPROPRIATE 16. ALL UNSURFACED AREAS DSTUR SURVEYOR TO THE OWNER FOR REVIEW. 24-24" - - - - s' 15•/RCP 1.oox 4REAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 24A CRATE INLET 280.63 - - 277.60 - - -
EsTABLISx TxE FINAL sUBGRADE ELEVATIOx To ALLOW FOR TxE caxcRETE SLAB .arm pRpp~TTON sxaLL TAKE PRECEDENCE ovER TxE wAI.-MART sPEC1FICATIOxs. REFER UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REOLEST INCHES OF TOPSOIL. CONTAAC" BASE. REFERENCE THE ARCHITECTURAL Arm STRUCTURAL DRAWINGS FOR REQUIRED To TxR sPECIFICATIOxs FoR sPECiFtc INFORMATION NoT covERED IN THIS EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE SLOPES 3H~ IV AND STEEPER. C L. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL - - - - - - - -
SLAB THICKNESS. THE 4 INCH THICK BASE MATERIAL SHALL CONFORM TO NCDOT pggppgATTON. THIS INFORMATION WAS TAKEN FROM A SUBSURFACE EXPLORATION STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN IX. cuL~RT EX. CULVERT - - 267.95 (EX.) 267.95 (EX.) - - -
`STANDARD sPECrFicATloxs FoRROADS AND STRUCTURES°`, SECTION lOlO,AGGREGATE REPORT PREPARED BY s&ME, INc, DATED SEPTEMBER I6, zoo9 (svssURFACE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE ACCORDANCE WITH GOVERNING L BASE COURSE (ABC). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ExPLORATION REPORT rs FoR BsFORMATION ONLY Arm Is NoT A corlsTRUCTTON PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. VEGETATION IS OBTAINED, I GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF EX. cuLw!T-n - - - - - 17' EX. 8'x6' CULVERT1.99X TAINED, z7 HEADWALL - - 268.29 - - - -
Accui<ATE IvEASUREMENTS FAR ALL CUT ANl FILL DEPTHS REQUIRED. ANY PROPOSED sPECrITCATIOx . 3. ALL CUT OR FILL SLOPES SHALL BE 3 ~ I OR FLATTER UNLESS OTHERWISE NOTED. 17, CONSTRUCTION SHALL COMPLY N EQUIVALENT ALTERNATIVE BASE MATPRTAi MUST BE SUBMITTED FOR APPROVA ~LL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE _ _ _ _ - - B'Xs' CULVERT -
wlTx¢v 3o DAYS AFTER AWARD of coNTRACT. ANY EQUIVALENT ALTERNATIVE sxAL WETLANDS PERMIT 4, PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. CONSTRUCTED TO SAME. oNLYBEUSEDIFAPPROVEDINWRITINGBYTxECECANDAOR. COMPLIANCE 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED TYPE I~ RCP, 18, ALL STORM STRUCTURES SHALL SAME. EX3 - - - v214 (EZ.)
TURES SHALL NAVE A SMOOTH UNIFORM POURED MORTAR EX3-28 _ _ _ _ DRAWN ?T IN TO INVERT OUT, s 15"/RCP D.73R TMB
ExISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE sTRUCTDRES sIIAL CERTIFICATION CLASS III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS. INVERT FROM INVERT IN TO INVE BE REMOVED FROM TFBi BuH,DING AREA. REMOVE SURFACE vEGETATIOxs, TopsoH. CONTRACTOR 6. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND 19. ALL RETAINING WALLS SHALL INC _LS SHALL INCLUDE 4' CHAIN LINK FENCE (BLACK VINYL COATED) 26 DDRB INLET - 275.40 - 272.2' - - - CHECKED
RooT SYSTEMS, ORGANIC MATERIAL, ExLSTING FHJ,, AND SOFT oR oTI1ERwIS MUST CONTACT EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. AT TOP OF WALL FOR ENTIRE UNSUITABLE MATERIAL FROM THE aUE,DING AREA. ovER-ExcavATloN of RocK To 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT. 20. RETAINING WALL ELEVATION IDEI FOR ENTIRE LENGHT, - - - - - A An '.LEVATION IDENTIFIED ON THIS PLAN REPRESENT APPROXIMATE 29 HEADWALL - - - 266.75 - - - IVIK
PREDETERMBaED DEPTx BELOW THE FINISx FLOOR DURING MASS GRADING I OWNER AND CIVIL 8, PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS. FINISHED GRADES AT THE SPECI SUGGESTED Fox coNSIRUCTABILITY REASOxs. REMOVING Rocx DURING TIIE MAS ENGINEER UPON 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT FOR ACTUAL WALL HEIGHTS ANI 4T THE SPECIFIED LOCATION, REFER TO WALL DESIGN PLANS 2s-3D - - - - es' 6'X6' CULVERT o.3ox DATE
GRADING PHASE WILL AVOID LOCAL ROCK EXCAVATION DURING BUB.DIN COMPLETION OF . HEIGHTS AND CONFIGURATIONS, 3o HEADWALL - - 269.00 - - - - 3II8IIO
CONSTRUCTION. THE ARCHITECT SHALL DETERMINP, THE DEPTH OF ROCK EXCAVATIO ALL WORK WITHIN SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE BASED oN THE DEPTHS of uTEaTY LINES AND oTFiER BELOW GROVxD STRUCTURES EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITION OR
M ONCE ROCK IS REMOVBD, THE AREA CAN BE RAISED WITH STRUCTURAL FILL TO DESIG DESIGNATED BETTER. ELEVATION. THIS PROCEDURE WILL ALLOW FOOTINGS AND UTILITY LINFS To B WETLANDS AREAS 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE N CONTROL NOTES - - - _ - _ _ = SCALE 31 CRATE INLET 285.20 273.43 (EX.) 1'-~~~
INSTALLED IN STRUCTURAL FILL INSTEAD OF ROCK. SO THAT THE - - - - - - 54"/RCP (EX.) 1.OOx V
CONNECTION AT STRUCTURE IS WATERTIGHT. I. ALAND-DISTURBING PERMIT WILL PROOFROLL THE BUU,DING PAD AREA IN AT LEAST TWO PERPENDICULAR DIRCTION APPROPRIATE I. ALL STORM SEWER MANHOLES N PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, ANY LAND-DISTURBING ACTIVTIE; PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF JOB No. 31NG ACTIVITIES. A A A A . ~ ~
WITH RUBBER TIlIED EOUIPMENZ SUCH AS A FULLY LOADED TANDEM AXLE D INSPFCTI(~N CAN , . , , , , . , . . „ , . . . . ,
TRUCK OR SCRAPER, WEIGHING ATLEAST60TONS. REMOVE ANDREPLACE UNSUITABLE BE COMPLETED ANU SHALL HAVC IKArt-lU CCAKINC~ KIND ~ UUVCKS MANHULCS IN UNF'AVCU AKCAS L. A SCUIMCNIAIIUN AIVU CkUJIUI', DRAWING
AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND THE SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". APPROVED PRIOR TO THE ISSUE AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS E CONDITIONS AS OUTLINED IN 3. TREE PROTECTION IS REQUIRED TOUTHE ISSUANCEv OF LArLAND-DISTURBANCE PERMIT.ANU %7lC"jvllv%7 ~ IS REQUIRED BY THE CITY/ COUNTY PLANNING DEPARTMENT,
REQUIREMENTS: REQUIRED THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER TREE PROTECTION CERTIFICATIO CERTIFICATION MUST BE SUBMITTED TO THE DURHAM COUNTY
LOCATION WITH RESPECT TO FINAL GRADE P .I. OF DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMA12T EROSION CONTROL DIVISION, ANI I. L.L. BUILDING AREA, BELOW UPPER 3FEET 35 MAX. 70 MAX. COMPLETION CAN BE PROVIDED TO SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER TO LAND-DISTURBANCE PERMIT DIVISION, AND TREE PROTECTION INSPECTION COMPLETED PRIOR
BUILDING AREA, UPPER 3FEET 20 MAX. so MAX. POLLUTION PREVENTION. 4. IF AN OFFSITE SOIL SPOIL OR kNCE PERMIT ISSUANCE. 0 60 120 )IL SPOIL OR BORROW SITE IS UTILIZED, THEN THAT DISTURBED I
USACE. 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO AREA MUST BE INCLUDED IN T4 SU13GRADE MATER BE IN NOT INCHES IN NJ TTFUCKNES AND coSSS AND CO, SHALL MPACTED T To AT PLACED LEAST T 98 LOOSE PERCENT LIFTS OF f THE EXCEEDING a STANDARD PROCTOR ON SITE DISTURBED AREA = 11.7 ACRES ASSURE A SMOOTH FIT AND CONTINUOUS GRADE, ALREADY PERMITTED. JCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS
THICKN MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN 2 PERCENT OFF-SITE DISTURBED AREA = 3.8 ACRES 5. AN IMPROVEMENT SECURITY WIU ED. SECURITY WILL BE REQUIRED PRIOR TO LAND-DISTURBING PERMIT SCALE I" = 60'
BELOW TO 2 PERCENT ABOVE THE OPTIMUM. TOTAL DISTURBED AREA = 15.5 ACRES ISSUANCE.

1 2 3 4 5 6 7 8 9 10 11 12 13 13 14 15 16 17 18 19
I REVISIONS BY
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