20200067 Ver 1_401 Application_20200513

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200067
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Chander's Ridge
1a. Who is the Primary Contact?*
Jeff Harbour
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/13/2020
Nearest Body of Water
Perry Creek
Basin
Neuse
Water Classification
WS-II, HOW, NSW
Site Coordinates
Latitude:
35.5612
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.2719
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Raleigh Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
P Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
Chandler's Ridge - Wetland SOA 05-08-2020.pdf
1h. Is the project located in any of NC's twe nty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
4 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Melissa Corbin Nondorf and Linda Tripp Corbin
2b. Deed book and page no.:
14-E and 3261
2c. Responsible party:
2d.Address
Street Address
10622 S 600 W
Address Lim 2
City
Warren
Postal / Zip Code
46792-9717
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Province / Region
IN
Country
USA
2f. Fax Number:
514.73KB
r Yes r No
r Yes r No
U

3. Applicant Information (if different from owner)
3a. Name:
Teddie Whitley
3b. Business Name:
Wright Whitley Development, LLC
3c.Address
Street Address
1225 N. White Street
Address tine 2
City
Wake Forest
Postal / Zip Code
27587
3d. Telephone Number:
[phone]
3f. Email Address:*
teddiewhitley@g mail. cam
4. Agent/Consultant (if applicable)
4a. Name:
Jeff Narbour
4b. Business Name:
ESVTerracon
4c.Address
Street Address
4901 Trademark Drive
Address tine 2
City
Raleigh
Postal / Zip Code
27591
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Right of Entry_Ownership info.pdf
State / Province / legion
NC
Country
USA
3e. Fax Number:
Slate / Province / Region
NC
Country
USA
4e. Fax Number
128.73KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Rolesville
2. Project Identification
2a. Property Identification Number:
2b. Property size:
1769362748
171
2c. Project Address
Street Address
Address Line 2
(Sty
State / Province / Ibgion
Postal / Zip Code
Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Perry Creek

3b. Water Resources Classification of nearest receiving water:*
WS-II, HOW, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011501
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Property is undeveloped and comprises old, fallow agricultural fields, man-made ponds, and at -grade dirt roads. Most of site is wooded primarily with deciduous forest in various age
classes.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Chandlers Ridge USGS 7.pdf 120.41 KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Chandler's Ridge soils.pdf 155.14KB
4f. List the total estimated acreage of all existing wetlands on the property:
+/- 13
4g. List the total estimated linear feet of all existing streams on the property:
+/- 4,066
4h. Explain the purpose of the proposed project:*
Purpose of the project is to develop a single-family residential development to meet the growing need for single-family homes in the Rolesville area. Project has previously been
reviewed by James Lastinger of USACE in 2019 to discuss project viability and ability to successfully permit. The development plans do, as currently designed, incur wetland and WOUS
impacts.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will consist of 96 single family lots. The project incorporates open drainage with pavement and ditch sections. NCDOT approved headwalls will be used at the stream
crossings and 1:1 engineered slopes are also used Wiere they can help reduce impacts. Standard double barrel circular culverts and rip -rap dissipaters are also being used. Gravity
retaining solutions are also used in areas where no jurisdictional impacts Will occur.
Typical construction and grading equipment will be used such as graders, excavators, pavers, dump trucks, back hoes, etc.
4j. Please upload project drawings for the proposed project.
Chandler's Ridge Permit DrawingsOptimized.pdf 17.99MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2017-02235
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jeff Harbour
Agency/Consultant Company: ESI
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
9/21/2017 review by USACE (see uploaded email from James Lastinger)
9/21/2017 buffer determination by NCDWR
5d1. Jurisdictional determination upload
17-319 - Corbin Property.pdf
SKM_C30820050812480.pdf
6. Future Project Plans
2.33MB
29.62KB
6a. Is this a phased project?*

r Yes O No
7b. If yes, explain.
Phase 1 includes the project as depicted in this permit application. Phase 2 would include a future thoroughfare per the Town of Rolesville. This is far in the future and would be
permitted as a separate transportation project per past discussions with USACE. All applicable permitting and mitigation requirements would be followed at the time of that submittal.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
W Buffers
2af Reason (?)
2b. Impact type * M
2c. Type of W.
2d. W. name *
2e. Forested*
2C Type of
2g. Impact
Jurisdicition*M
area*
Culvert 1
culvert
P
Headwater Forest
unnamed wetland
Yes
Both -]
0.042
(acres)
Culvert 2
culvert
P
Non -Tidal Freshwater Marsh
unnamed wetland
No
Both
0.085
(acres)
Culvert 3
culvert
P
Headwater Forest
unnamed wetland
No
Both
0.078
(acres)
Road F
road crossing
P
Headwater Forest
unnamed wetland
Yes
Both
L(O5s)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.257
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.257
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1
road crossing
9
Permanent
Culvert
LIT to Perry Creek
y
Perennial
Both
4
Average (feet)
71
(lir�zarfeet)
S2
road crossing
Permanent
Culvert
LIT to Perry Creek
Perennial
Both
Avenge(feet)
73
(lir�rfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
144
3i. Total stream and ditch impacts:
144
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Neuse
r Catawba
r Goose Creek
r Other
3i. Total temporary stream impacts:
0
r Tar -Pamlico
r Randleman
r Jordan Lake
116b. Impact Type 116c. Per or Temp 116d. Stream name 116e. Buffer mitigation required? 116f. Zone 1 impact 116g. Zone 2 impact

Allowable
P
LF to Perry Creek
No
3,609
2,200
Allowable
P
llT to Perry Creekl
No
3,556
2,109
Allowable -Dry Pond 1
P
UT to Perry Creek
No
0
178
Allowable -Dry Pond 2
P
UT to Perry Creek
No
0
756
Allowable -Thoroughfare side slope
P
llT to Perry Creek
No
0
359
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 7,165.00 5,602.00
Zone 1 Zone 2
Total combined buffer impacts: 7,165.00 5,602.00
6i. Comments:
Supporting Documentation
Chandler's Ridge Permit Dravdngs_Optimized.pdf 17.99MB
E. Impact Justification and Mitigation u
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed site design has been developed with the specific intent of providing usable lots while avoiding and minimizing impacts to the aquatic
environment. Where necessary, stream and wetland crossings have been placed in narrow locations where the overall disturbance can be lessened.
In another location the crossing was placed in a small wetland area instead of impacting a stream origin point. The engineer has drafted, and provided
for review, more than one layout to identify the least environmentally damaging practicable alternative while still maintaining the project's purpose and
need.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
NCDOT approved headwalls are proposed to lessen stream and wetland impact. 1:1 engineers fill slopes are also proposed to minimize impacts to
sensitive areas, including wetlands and waters. Water and sewer mains are to be located in road crossing limits to avoid further impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
r DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
McClenny Acres II Mitigation Site
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland credits for 0.26 acre of impact
Attach Receipt and/or letter
Chandler's Ridge - Wetland SOA 05-08-2020.pdf
3c. Comments
514.73KB
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
t' Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
At the present time, there is no known future development that is being planned as a result of this project. The Town of Rolesville does have a
thoroughfare on their future plans that may connect to this site in the future.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Sanitary sewer provided by Rolesville will service the development
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?

r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Reviewed IPaCs for critical habitat designation and also Terracon biologists assessed the site for potential habitats for those species listed by USFWS
for Wake County.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
EFH Mapper(NOAA)
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCDCR GIS site for cultural resource determination
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC Floodmaps
Mi lets laneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
B By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jeff Harbour
Signature
Date
5/13/2020
u

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Wetland Mitigation Statement of Availability

May 8, 2020

Wright Whitley Development, LLC
Attn: Teddy Whitley
1225 N. White Street
Wake Forest, NC 27587

RE: Availability of Riparian Wetland Credits for the “Chandler’s Ridge” project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.26 acres
Riparian Wetland Credits Available: 7.57 acres
Neuse 03020201 River Basin

Dear Mr. Whitley,

Wildlands Holdings III, LLC has the above-mentioned Riparian Wetland credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.

Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.

An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.

Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ext. 120
M: [phone]

Cc: Ms. Katie Merritt, NC Division of Water Resources (bi-annually)
Mr. Jeff Harbour, PWS, Environmental Services, Inc.
RIGHT OF ENTRY & AGENT AUTHORIZATION
I VI'c��`G Ly W 2 L the owner(s) of the (O«ner Name)
property commonl} idcntilied as (0 W
l ' (Project Name. Street Address. or PIN)
I C. AC S JA� L3 Ar L Lq- State of V" c-,
(Cit%r Town) (County)
hereby grant, freely and without coercion, the right of access and entry to said property to
Environmental Sen-ices, Inc., including but not limited to its employees, contractors.
subcontractors and any applicable regulatory agency personnel, for the purpose of
environmental. ecological or archaeological assessments.
This access agreement is effective upon signature and shall remain in effect until such time as
assessment activities are completed, including any ancillary activities associated %%ith said
activities.
Environmental Services. Inc. is also granted the right to act as my authorized agent for the
purposes of conducting this site review and future consultation with regulatory agencies.
including permitting actions_
For the consideration and purposes set forth herein. l.'We hereby acknowledge. accept and agree
to the terms of the Right of Entry Agreement and Agent Authorization as evidenced by my dated
signature below.
Signed this a7 day of 2017.
Print Name: ��tn +1'~3 (� ll"'�`t V1,•
Signature:

4A -) ; 1ee.,, 1 s e Om
' R�4LTOiiB'
t Comlmetcir11g1111f1�g;a
Nddh CftMffntt AssoCA9Ubn
of RBJ4LTDRSa
AGREEMENT FOR PURCHASE AND SALE OF REAL PROPERTY
i0dudilit Tiny a�nd atl add attached hereto ('Agrrrment`). is by and between
a(n) (individual nr State of formation and type of entity) (_ Buyer'), and
a(n) and Katherine S. Fare�ta
(individual vrame of formation and type of Melly)
FOR AND IN CONS'DERA77ON OF THE MUTUAL PROMISES SET FORTH HEREIN AND OTHER GOOD AND VALUABLE
CONSIDERATION, THE REC21ff AND SUMC1ENCN OF WMCH ARE HEREBY ACKNOWLM<M. THE PARTIES
MMETO AGREE AS F OLLOwB:
Section 1. Terms and Detiaigons: The terms listed below shall have The rexpective meaning given them as set forth adjacent to each
term
Plat Reference. L01(a) , Block or Section
at Paggs) as shown on Plat Book or Slide
County, consisting of _ __ acres
❑ If Ibis box is checked, 'Property" shall mean that prapeny described on kthlb)T A attached thereto and incariwratrd
herewith by reference,
(Fur intarmailon pusposes: (II the lax parcel number of the Properly is,
and, (11) some or all of the Pwpaty. consbtlar ofapproxicesu ly acres, is described in Deed Book
Page No County.)
Iogeiher with all buildings and improvements !hereon and all Gxlums and appurtenances thereto and all personal property, if any.
itendzed on Euhibll A.
S ff iq Q@ (b) shall mean the sum of E
371 r 0Od. 0 0 MWeon the jo&awing sr"W,. Dollars
Mr
S— M2 I;) " M a "shallmean Twenty-five thousand Dollars
terms as follows:
Upon Ih)s Agreement becorn)ng a contract in accordance with Section 14, the E,mest ]Honey shati be
promptly deposited in escrow with [name of
persoNendly'with wtuvn deposited), to be applied ■s part payment of the Purchase Price of the Pro
Closing. or disbursed as agreed upon under the provisions of Section 10 herein !may at
Page 1 of $
FHThis farm Jabtt)y approved by:
North Carollne Bar Association STANDARD FORM SMT
North Carolina Assedalion of RHJILTORse, Inc. //f , t Revised 7/2013
Buyer Initials-W— Seller Initials KSF �.G1(�/-� 0 7/2016
IIJ4Jb ls+�l„IY I It Bib S%b& i/A',1, IAI Mal
IrLir M1efn lw,a b1..J..
ProdreW.TelbLrwQgtFI�P• 1�Or0 roof-bbq !kill rrner�W'Nii{ ►.. bl

(3 ANY EARNEST MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE
PLACED IN AN INTEREST HEARING "UST ACCOUNT, AND: (rherA only ONE bor)
ANY INTEREST EARNED THEREON SHALL BE APPLIED AS PART PAYMENT OF
THE PURCHASE PRICE OF THE PROPERTY AT CLOSING, OR DISBURSED AS AGREED
UPON UNDER THE PROVISIONS OF SECTION 10 HEREIN. lBuyer's Taxpa)vr Identification
Number is. I
0 ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT HOLDER
IN CONSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT
AND RECORDS ASSOCIATED THEREWITH,
5 (") _Of a row bran in the amount of
for a term of years, with an amortization Dollars
not to exceed P�°J not to exceed years, nt an Interest rite
� A: per annum with mortguge loan discauni puiner not to exceed ��
of the Icon amount, 51
nr such tuber lams as may be set forth an Exhlbit B. Buyer alto,, pay ■II Cosa associated with any such loan
s tiiil Rdhvry of secured by it deed of trust, said prDmissnry note in she amount of
being payable Over As term Of years. with an amorization period of Dollars
monthly installmenlr. of principal, loaerher wc outstansfing principal accrued interest on ehyem. payable in
the rite of halanee at
amount of S with the trial nci i�nt (Payment %) per annam in the
de
month next succeeding the date of Closing,
time, the promisstsry note may be or sucFt olhrr 1 ss as may be fwth OR an
ExhlbiltB Aidayfany
prepaid in whole or in pan without Penally and without funher interest
aO the amounts Prepaid from the date oof f such prepayment (NOTE: In lbe event or Buyer's subsequenl
defaull upon a pronslssory note and deed of trust lllvett hereander, Seller's mineelks may be limited
so fomlamre of the Property. If the deed of truce Riven hereunder is subordinated to senior
financing, the mateHal tercets of such financing must be set forth on Wlhft B. Ir such senior
flnanclag is subsrq>teutly foreclosed. the Seller mad have an remedy to recover under the note.)
5 00 �t of that unpaid obligation Of Seiler secured by a deed of trust an the Property, such
obligation having an Outstanding principal balance of $
by a note bcarirtg interest at the rate of and evidenced
( *.)per annum. and a cv=ni t amount of S pcmcnr
of Buyer under this Agreement air candiifn Onedupon Buyer being able to assume t- 77 xObl Fa ions described above. If such assumplion requires the lender's appnx ni, Buyer agrees la use its )rear efforts to
lan
secure such RPPrvval Rod 10 advise Seller immediately upon receipi of the lender's decision. Approval
must be granted on of before . On or before this date. Buyer has the right
In terminate this Agreement for failure to be able to assume the Iran described above by delivering to
Seiler written notice of termination by the above dale. term brio` ojrhe ersewe rs
If Buyer delivesuch notice. this Agreement shall be null and void and Faunese Money shall be refunded In Buyer. such
fails to deliver such notice. then Ber
uyer will he deemed to have waived the loan condition_ Uniess
r provided otherwise in Section 3 hereof Buyer shall Pay Ali fees end casts associated with any such
¢+sumption, including any waumprion fee charged by the lender. As or before Closing, Seller shall assign
`� d�` to Buyer all interest cot Seller in any er
current reses Or cscm►vs held by the k cr, any progeny
(o O da mrmugcmcm c6rupany undlur Seller, including but nm limited to ntl
au; tenant inrpmtrment reurtT,,
�
.�79 leasing carrtntissinn rcicnrs, security depkt its and 01703 ittg or capital reserves far which Seller t•b311 he
�i�t �,t credlied "idamnunls al Clming
5 tv) Cash. balance of Purchase Price, at Closing in the anrauru of
e
s C d xj; 6;y savaubf:11,u 8nd eve art rQ as lire,
Yugr 1 of
Buyer Initials JL'i Seller Irkirials iCSF
STANDARD FORM dull-T
Revised 712013
Pfdvuced Mart• r OFwma or r.ptop, 11070 Fhwn MAt /Ides!. FrasrF N 07i2016
�s+gaa /aQ26 srR1�l.r:4tan=cant

Icl " o shall mean the date and time of recording of the deed. Closing shall occur on or Wore
or
Idl "Ca tract Date" "leans the date this Agreement has ken fully executed by both 8uycr and Seller.
lei minafiaa Period" shall mean the period beginning on the first day after the Cuntrarl Date and extending through
through 1159pm (based upon lime at the locale of the Property) on
77AIE IS OF THE ES:SENCEAS T'O ThfE EXAMINATION PERIOD.
Ir) "Broke " Shull mean.
Acting as: Agent; Dual Agent
,And
Acting as: ® Buyers
ISa- I` istingAgenLy-t.
("Listing Agent' - License k I
('Selling Agency-).
('Selling Agent'- Licence :i z7393S i
Scilerri (Sub) Agent; a Dual Agent
ICI "Seller's N ticeA •' shall be as fallow%,
except as same may be changed pursuant to Section 12.
Ihi
Shall be as fullow•s:
except as same may be changed pursuant to Section 12.
C] Ii) It this block is marked, addidnnal leans of this Agreement are act forth an Exhibit B attached herclo and incorimm led hetain
by reference. (Nate: Under North Carolina law, real estate agents are not permitted to draft rondilions or contingencies
In this Agreement,)
Section 2. Safe of Property and Payment or Purchase Price: Seller agrees it, sell and Buyer agrees to buy tllc Properly fur the
Purchase Price.
Section 3. Proration of F:spensss and Payment of t'usls: Se!!er and Buyer agree that ail propeRy taxes (on a calendar yYar basis),
pruriteleases- rents. mongal2e payments and utilitlea or say other assumed li Buyer
a that detailed on attached s (on a1 al if any, r ullbasis),
be
blif-Mli as a! the date of Closing. Seller shall pay fur preparation of a deed and all other documents necessary, 10 perfaml Selfces
required
under this erollomenl, cerise tax Irevenur stump>t, any deferred or rollback taxes, and other conveyance fees ur tuxes
required by law•, and the faliow•ing:
Page 3 tell Q
8u1er (nitial�{�I,� _ Selleo lnttials. KSF (��/J�fJ
P'cWKFGrU' rOF#fnZ y LALW6 Ia0r0 Rnnen A1da moos. Fra4r 46d.r9y, 46026 mjn,MLML,,LW
5TAINDARD FORM 560.1
R+vlced 7/2013
0712016

Chandlers Ridge USGS 7.5-minute topographic map

Chandler’s Ridge USDA Soil Survey of Wake County, NC (1970)
Water Resources
ENVIRONMENTAL QUALITY
September 21, 2017
Melissa Nondorf, Linda Corbin, Tripp Corbin
10622 S 600 W
Warren, IN 46792-9717
Determination Type:
Buffer I IntermittenUPerennial
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
RRO #17-319
Wake County
® Neuse (15A NCAC 2B .0233)
❑
El Tar -Pamlico (15A NCAC 2B .0259) Intermittent/Perennial Determination (where local buffer
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name: Corbin Property
Address/Location: 410 West Young Street Rolesville NC
Stream(s): Perry Creek
Determination Date: 09/21/2017
See Table Below
Staff: Andy Neal
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdonr.org/weh/wdlaps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Stream
E/I/P*
Not Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
AA
X
X
BB
X
X
CC
Same feature as S2
X
DD
X
X
EE
Same feature as S4
X
FF
X
X
GG
X
X
HH
X
X
S 1
X
Off property
Downstream Pond
X
X
S2
X
DWR flag headcut
Feature S3
X
S3
X
Off property
Downstream Pond
X
X
S4
X
DWR flag @ headcut
Feature S3
X
X
S5
X
Off property to DWR flag @ wetland start;
Starts again @ DWR flag @ wetland end to
DWRflag@startof wetland downstream
X
X
S6
X
Feature S5
X
S8
X
Below ponddam
Off property
X
X
S9
X
Below pond dam
Downstream pond
X
S10
X
X
X
SI1
X
Below pond dam
Feature S8
X
X
II
X
X
ii
X
X
*EIIIP = Ephemeral/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS
Soil Survey of Wake County, North Carolina and/or the most recent copy of the USGS
Topographic map at a 1:24,000 scale. Each stream that is checked "Not Subject' has been
determined to not be at least intermittent or is not present. Streams that are checked "Subject'
have been located on the property and possess characteristics that qualify it to be at least an
intermittent stream. There may be other streams located on the property that do not show
up on the maps referenced above but may be considered jurisdictional according to the US
Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWR may
request a determination by the Director. An appeal request must be made within sixty (60)
days of date of this letter. A request for a determination by the Director shall be referred
to the Director in writing. If sending via US Postal Service: c/o Karen Higgins, DWR — 401
& Buffer Permitting Unit, 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins, DWR — 401 & Buffer Permitting Unit,
512 N. Salisbury Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested
within sixty (60) days.

This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at
(919)-554-4884.
If you have questions regarding this determination, please feel free to contact Andy Neal at
[phone].
Sincerely,
I
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Kevin Murphrey; Environmental Sciences, Inc. 4901 Trademark Drive, Raleigh,
NC 27610; [hr111rrp(1a_ev�resulc_cc]

Jeff Harbour
From:
Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>
Sent:
Wednesday, October 25, 2017 8:54 AM
To:
Jeff Harbour
Subject:
Corbin site
Attachments:
ORM_aquatic resource upload.xlsm
Jeff,
Thanks for meeting with me yesterday. No changes were made to the delineation, and it may be used for planning and
permitting purposes. I will get you a PJD as soon as time allows. Please keep in mind it may take up to 90 days due to
work load. The AID for the project is SAW-2017-02235.
I have attached an aquatic resources spreadsheet. Could you please fill it out and send it back to me. This will greatly
expedite the JD issuance. If you have any questions about the spreadsheet please let me know.
If you would like to use this spreadsheet on future projects, please by all means do so. It helps me out with data entries.
I would submit it with all JD requests that have more than 10 waters on site.
James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Fax: [phone]

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0 400
1"=200'
200 200W. YOUNG ST. - NCSR 1945 (60' PUBLIC R.O.W.)NOTES
1.EXISTING BOUNDARY AND WETLANDS SURVEYED BY BATEMAN CIVIL SURVEY OF APEX, NC.
2.TOPOGRAPHY IS A COMPOSITE OF FIELD SURVEY AND WAKE COUNTY GIS DATA..
EXISTING TRACT DATA:
TRACT DEVELOPER:
THOMAS RICHARD WRIGHT, JR.
1225 N. WHITE ST.
WAKE FOREST, NC 27588
CONTACT NO: [phone]
NC PIN: 1769-36-2748
DEED REFERENCE: DB 2559, PG 470 MAP #1769 01
REAL ESTATE ID: 0014930
ZONING: R-1 & R-40W
TOTAL TRACT AREA: 171.53 AC.
EXISTING USE: VACANT / UNDEVELOPED WOODS / CULTIVATED
R-1
R-40W
ALLIE

BELL

LN
MAGNOLIA
VIEW LANE
TERESA DR
WATKIND FARM RD
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C100_EXST.dwgREV DESCRIPTION DATE
P170347
02/16/2020Date:
TSS
TEP
TEP
TSSCHANDLER'S RIDGECONSERVATION SUBDIVISION410 W. YOUNG ST.ROLESVILLE, NCWAKE COUNTYBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378CONSTRUCTION DOCUMENTSEXISTING CONDITIONSC100
1" = 200'
LEGEND:
EXISTING POND
EXISTING WETLANDS
PROPOSED PHASING LINE
EXISTING TOWN OF ROLESVILLE ETJ
EXISTING STREAM
50' STREAM AND POND RIPARIAN BUFFER
EXISTING MAJOR / MINOR CONTOUR
Curve TableCurve #LengthRadius78910111213151617181920212223248535438901425323012626373127333528362941403942655047544651536061556768696270727173898881878684344948525658576663747675828359647879439180927796959493454404001"=200'20020004001"=200'200200GENERAL NOTES1.SEE SHEET C203 FOR ADDITIONAL NOTES.2.ALL PROPOSED ROW WIDTHS ARE 50' AND ALL ROADS ARE 20' EOP TO EOP WITH THEEXCEPTION OF THE PROPOSED NORTH-SOUTH COLLECTOR.3.WATER SUPPLY AND WASTE WATER FOR ALL LOTS IN THIS DEVELOPMENT SHALL BE BYPROVIDED BY THE CITY OF RALEIGH.4.THE DEVELOPMENT IS OUTSIDE ANY EXISTING URBAN SERVICES AREA AND INSIDE THEWATER SUPPLY WATERSHED FOR FALLS LAKE.5.ALL OPEN SPACE PARCELS SHALL BE OWNED BY A LEGALLY ORGANIZED HOME OWNERSASSOCIATION THAT WILL BE RESPONSIBLE FOR MANAGING THE OPEN SPACE PARCELS ANDENSURING RESIDENTS' ACCESS TO THE OPEN SPACE.6.OPEN SPACE SHALL FUNCTION AS PROTECTION OF NATURAL HAZARD AND ENVIRONMENTALAREAS.7.ROAD NAMES SHALL BE SUBMITTED AND APPROVED PRIOR TO APPROVAL OF THE FINAL PLAT.8.A SUBDIVISION NAME SHALL BE SUBMITTED AND APPROVED PRIOR TO APPROVAL OF THEFINAL PLAT.9.PER FEMA NFIP PANELS 1769 FOR NORTH CAROLINA, THERE ARE FLOOD HAZARD AREAS ASDELINEATED WITHIN THE DEVELOPMENT BOUNDARIES.9. THERE SHALL BE NO FILLING OR ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKECOUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEARFLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR FEMA.DEVELOPMENT DATA:TRACT AREA: 171.53 AC. (174.43 AFTER RECOMB.)ZONING: R-2 & R-40WPROPOSED USE: CONSERVATION SUBDIVISIONPROTECTED OPEN SPACE REQ.:40% OF TOTAL TRACT AREAMAX. IMPERVIOUS AREA: 12% OF SITEMAX. BUILDING HEIGHT:35'DEVELOPMENT REQUIREMENTSOPEN SPACE:CONSERVATION SUBDIVISIONREQUIRED40% GROSS TRACT, PROTECTED(68.61 AC.)PROVIDED71.20 AC.GENERAL SUBDIVISIONREQUIRED10% GROSS TRACT(17.50 AC.)12 ACTIVE = 8.75 AC.PROVIDED71.20 TOTAL9.03 ACTIVE(2.9 GREENWAY6.13 EXISTING LAKE GAZEBO)ZONING: R-2AREA: 10.20 AC. ±.MIN LOT SIZE 11,250 SFMIN. LOT WIDTH 64'MIN. LOT FRONTAGE 35'MAX. DENSITY2.9 / ACLOTS PROPOSED24DENSITY PROPOSE2.35 / AC.SETBACKS:FRONT22.5'SIDE9'CORNER16.5'REAR19'TREE PROTECTION ZONE:AVERETTE ROAD50'ZONING: R-40WAREA: 164.23 AC. ±MIN LOT SIZE 30,000 SFMIN. LOT WIDTH 83'MIN. LOT FRONTAGE 35'MAX. DENSITY1 / ACLOTS PROPOSED72DENSITY PROPOSED0.44 / AC.SETBACKSFRONT38'SIDE15'CORNER15'REAR23'15' PUBLIC ROWDEDICATIONEXISTINGEDGE OFPAVEMENT50' STREETSCAPEBUFFERW. YOUNG ST. - NCSR 1945 (60' PUBLIC R.O.W.)LAND PURCHASED FROM ADJACENT PROPERTY OWNERDesigned By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSOVERALL SITE
& OPEN SPACE PLANC2001" = 200'PHASE 1 AREAPHASE 1 OPEN SPACE36.70 ACRES (40.15%)PHASE 2 AREAPHASE 2 OPEN SPACEPHASING SUMMARY80.13 ACRES34.50 ACRES (43.06%)91.40 ACRESPUMP STATIONEXISTING0ROADWAY205,033 SF / 4.71 AC.MAIL KIOSKRESIDENTIAL LOTS AT 6500 SF/LOTTOTAL IMPERVIOUS AREA PROVIDED (AC)IMPERVIOUS AREA RATIO11.56%OVERALL IMPERVIOUS AREA SUMMARY5,293 SF / 0.12 AC.624,000 S.F. / 14.32 AC.2,500 S.F. / 0.06 AC.878,946 SF / 20.18 AC.GREENWAY42,120 S.F. / 0.97 AC.MAX ALLOWED BY LITTLE RIVER WATERSHED RULES< 12.00%SHEET201SHEET202SHEET203SHEET204SHEET205SHEET206LEGEND:LILY OAK DR. (60' ROW)LONGSPUR LN. (50' ROW)TIMBERDASH TR. (50' ROW)PINE SPUR LN. (50' ROW)OAK ROSE LN.(60' ROW)SPARROW RIDGE DR. (60' ROW)SCENIC POND WAY (60' ROW)R2 ZONINGR-40W ZONING
MELLONBROOKPHASE 1
PHASE 2
PH
A
S
E

1
PHA
S
E

2 EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENTMAPLEHURST DR. (60' ROW)PHASE 1PHASE 2LILY OAK DR. (60' ROW)(60' ROW) WAY (70' ROW)EXISTINGEXTRA TERRITORIALJURISDICTIONEXISTINGEXTRA TERRITORIALJURISDICTIONPUMPSTATION(PHASE 1) ZONING LINETO BE DEDICATED TOCEMETARY (1.07 AC)DEDICATED PROTECTEDOPEN SPACE (52.52 AC.)75% OF TOTAL,CONTIGUOUSDEDICATEDPROTECTEDOPEN SPACE(10.61 AC.)DEDICATEDPROTECTEDOPEN SPACE(6.89 AC.)PRIMARYCONSERVATION AREADARK TYPICALSECONDARYCONSERVATION AREALIGHT TYPICAL10' PRIVATEGRAVELGREENWAYPEDESTRIANGAZEBOPHASING LINEPHASING LINEPHASINGLINECONNECTIVITY STUBLAND TO BE PURCHASED (3.97 AC)EXISTING FLOODPLAINPER FEMA PANEL 1769JCONNECTIVITY STUB10' PUBLICASPHALTGREENWAYPHASING LINETRANSITION FROMPUBLIC TO PRIVATEGREENWAY℄60' PUBLIC COLLECTOR20' PAVEMENT4 LOCAL'SHOULDER9'2:13:1-1" / FT-2.0%-2.0%3'FROMEOPR/WR/WPROPOSEDFORCE MAIN1:1 6"-1" / FTCOMPACTEDSUBGRADE8" C.A.B.C.2.5" SF9.5A SURFACE COURSETYPICAL SUBDIVISION ROAD SECTIONNOT TO SCALECUT SECTIONFILL SECTION6' COLLECTORSHOULDER50' PUBLIC R/W LOCALOR2'9'2:13:12'2:16'3'℄50' PUBLIC ROW22' PAVEMENT(26' F-F)4'-2.0%-2.0%R/WCOMPACTEDSUBGRADE8" C.A.B.C.2.5" SF9.5ASURFACE COURSER-2 ROAD SECTIONNOT TO SCALE5'SIDEWALK30" CURB AND GUTTER-2.0%-2.0%11.50'2.50'70' RIGHT OF WAY RESERVATION (PHASE 2)70' RIGHT OF WAYRESERVATION(PHASE 2)
93.54'81.45'322.82'110.28 AC(12,184 SF)180.27 AC(11,651 SF)170.27 AC(11,816 SF)160.27 AC(11,782 SF)130.26 AC(11,258 SF)120.26 AC(11,291 SF)150.26 AC(11,273 SF)140.26 AC(11,274 SF)20.26 AC(11,301 SF)100.00'100.00'90.85'88.73'83.25'
127.90'91.78'128.47'88.73'88.23'126.16'
126.74'
127.32'
125.60'104.03'104.74'104.39'92.49'
105.03'
103.83'
104.73'
82.54'
74.83'88.72'104.73'112.50'107.50'104.73'107.50'112.50'105.03'112.50'105.03'107.50'90.25'76.46'
109.82'80.51'244.58'244.58'124.16'
72.20'
211.48'
330.08'
325.24'
327.66'
332.49'
209.22'92.08'183.89'92.09'233.75'91.69'264.75'244.55'100.04'92.11'100.04'100.04'30.26 AC(11,342 SF)87.35'131.86'
132.62'
125.34'
131.10'10.27 AC(11,697 SF)400.74 AC(32,404 SF)390.75 AC(32,646 SF)380.75 AC(32,888 SF)370.76 AC(33,129 SF)50.26 AC(11,366 SF)60.26 AC(11,291 SF)40.26 AC(11,271 SF)360.74 AC(32,072 SF)70.26 AC(11,363 SF)80.26 AC(11,477 SF)100.27 AC(11,787 SF)90.27 AC(11,797 SF)100.00'100.00'100.17'87.64'88.88'88.10'129.24'
109.70'
113.20'
89.70'78.75'220.28 AC(12,121 SF)190.28 AC(12,383 SF)230.28 AC(12,112 SF)133.37'66.56'94.18'100.04'152.49'64.05
'200.28 AC(12,094 SF)210.28 AC(12,063 SF)137.09'90.00'145.85'239.77'270.69 AC(30,188 SF)260.70 AC(30,508 SF)310.69 AC(30,055 SF)320.69 AC(30,022 SF)300.69 AC(30,053 SF)290.69 AC(30,056 SF)330.72 AC(31,154 SF)240.28 AC(12,037 SF)340.73 AC(31,730 SF)250.69 AC(30,006 SF)280.69 AC(30,054 SF)138.33'218.42'98.01'
124.87'
124.22'94.33'88.88'88.93'EXISTINGEDGE OFPAVEMENT15' PUBLIC ROWDEDICATION50' STREETSCAPEBUFFER, TYP.36' STORAGE & 100' TAPERRIGHT HAND TURN36' STORAGE & 100' TAPERRIGHT HAND TURNMAIL CBU UNIT WITH 4 PARKING SPACES50' STREETSCAPEBUFFER, TYP.50' STREETSCAPEBUFFER, TYP.STOP SIGN & STOP BAR(TYP.)PUBLIC WATER EASEMENTPUBLIC WATEREASEMENT20' PRIVATE STORM EASEMENTPUBLIC WATER EASEMENTPUBLIC WATER EASEMENTPUBLIC WATER EASEMENTPUBLIC WATER EASEMENT6' SIDEWALK27'14'ADA SIGNAGEW. YOUNG ST. - NCSR 1945 (60' PUBLIC R.O.W.)AREA TO BE DEDICATEDTO CEMETARY(46,854 SF / 1.07 AC.)R
3
0
'R3
0
'R30'R30'R30'R25'R25'R25'R30'R25'R25'SEE C800 FOR ROAD WIDENING PLAN R25'45°
R-2 ZONING
R-40W ZONING
R-2 ZO
N
I
N
G
R-40W Z
O
N
I
N
G
R-2 ZONING
R-40W ZONING
PUBLIC SEWER EASEMENTPUBLIC WATER EASEMENTPUBLIC SEWER EASEMENT26'50'30'26'50'30'R3
0
'R2
5
'R25'R25'65' x 65'BLDG FOOTPRINT,TYP.WIDENING TO MATCHEXISTING SECTION SOUTHOF DEVELOPMENT5' SIDEWALK (TYP.)5' SIDEWALK (TYP.)R-2 ZONI
N
G
R-40W ZO
N
I
N
G
LONGSPUR LN
.
(20
'
EOP
&
60
'
ROW)LONGSPUR LN. (26' F-F & 50' ROW)TIMBERDASH T
R
.

(
2
6
'

F
-
F

&

5
0
'

R
O
W
)
PINE SPUR LN.
(
2
6
'

F
-
F

&

5
0
'

R
O
W
)LILY OAK DR. (20' EOP & 60' ROW)LILY OAK DR. (26' F-F & 60' ROW)ADA RAMP (TYP.)20' PRIVATE STORM EASEMENT20' PRIVATE STORM EASEMENT10'x70' SIGHT TRIANGLE(TYP.)10'x70' SIGHT TRIANGLE(TYP.)00100501"=50'50MATCHLINE 1 SEE SHEET C202 ZONING: R-2AREA: 10.20 AC. ±.MIN LOT SIZE 11,250 SFMIN. LOT WIDTH 64'MIN. LOT FRONTAGE 35'MAX. DENSITY2.9 / ACLOTS PROPOSED24DENSITY PROPOSE2.35 / AC.SETBACKS:FRONT22.5'SIDE9'CORNER16.5'REAR19'TREE PROTECTION ZONE:AVERETTE ROAD50'ZONING: R-40WAREA: 164.23 AC. ±MIN LOT SIZE 30,000 SFMIN. LOT WIDTH 83'MIN. LOT FRONTAGE 35'MAX. DENSITY1 / ACLOTS PROPOSED72DENSITY PROPOSED0.44 / AC.SETBACKSFRONT38'SIDE15'CORNER15'REAR23'Designed By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSPHASE 1
SITE PLANC2011" = 50'LEGEND:EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENT
322.82'560.69 AC(30,050 SF)208.38'79.31'320.22'325.24'109.28'111.60'264.75'235.98'244.55'138.70'71.32'30.90'198.38'288.66'
259.63'239.97'63.64'87.74'
334.00'237.16'299.36'120.54'236.78'100.04'100.04'100.00'297.47'238.03'
235.76'
143.00'63.
79
'
251.31'157.37'176.50
'
59.59'133.56'96.65'167.94'132.76'93.98'132.77'400.74 AC(32,404 SF)430.70 AC(30,336 SF)410.74 AC(32,156 SF)450.70 AC(30,401 SF)(31,879 SF)99.45'93.61'257.48'237.13'221.47'100.12'440.69 AC(30,081 SF)700.69 AC(30,037 SF)100.00'51.74'420.73 AC(31,671 SF)64.05'59.70'67.31'311.77'100.03'640.72 AC(31,544 SF)580.75 AC(32,787 SF)630.70 AC(30,550 SF)600.69 AC(30,056 SF)470.69 AC(30,175 SF)570.74 AC(32,269 SF)620.79 AC(34,240 SF)590.73 AC(31,758 SF)350.77 AC(33,517 SF)610.73 AC(31,732 SF)460.69 AC(30,205 SF)330.72 AC(31,154 SF)340.73 AC(31,730 SF)266.35'152.04'182.74'80.65'92.67'
LAND PURC
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O
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N
E
RDEDICATED PROTECTED OPEN SPACE (6.80 AC.)SEE SHEET 10135'RPROPOSED CAST IN PLACE RETAINING WALLSEE SHEET C502 FOR ELEV.PUBLIC WATER EASEMENTPROPOSED STREAM CROSSING(SEE SHEET C550)NCDOT HEADWALL (TYP. EA. SIDE)AND DISSPATER PADPUBLIC SEWER EASEMENTDEDICATED PROTECTED OPEN SPACE (6.80 AC.)SEE SHEET 10165' x 65'BLDG FOOTPRINT,TYP.R30'
R30'R3
0
'R35'R25'R25'R25'R2
5
'30' PUBLIC SEWEREASEMENTPUBLIC WATER EASEMENT30' PUBLIC SEWEREASEMENTSTOP SIGN (TYP.)20' PRIVATE STORM EASEMENTDRY POND 1 (10' MAINTENANCE EASEMENT)PUBLIC SEWER EASEMENTSTREET SIGN (TYP.)5' SIDEWALK (TYP.)1' OFFSET ESMT.5' SIDEWALK (TYP.)1' OFFSET ESMT.LILY OAK DR. (20' EOP & 60' ROW)OAK ROSE LN. (20' EOP & 60' ROW)SPARROW RIDGE DR. (20' EOP & 60' ROW)LILY OAK DR. (20' EOP & 60' ROW)00100501"=50'50MATCHLINE 2 SEE SHEET C204 ZONING: R-40W AREA: 164.23 AC. ± MIN LOT SIZE 30,000 SF MIN. LOT WIDTH 83' MIN. LOT FRONTAGE 35' MAX. DENSITY 1 / AC LOTS PROPOSED 72 DENSITY PROPOSED 0.44 / AC.SETBACKS FRONT 38' SIDE 15' CORNER 15' REAR 23'Designed By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSPHASE 1
SITE PLANC2021" = 50'MATCHLINE 1 SEE SHEET C201
MATCHLINE 3SEE SHEET C203LEGEND:EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENT
18.66'
25.00'
FROM CULVERT ℄
LOCATED AT STREAM ℄
LOCATED AT STREAM ℄
30' BUFFER
RIPARIAN ZONE 1
20' BUFFER
RIPARIAN ZONE 2
30' BUFFER
RIPARIAN ZONE 1
20' BUFFER
RIPARIAN ZONE 2
12" DIP WATER MAIN
4" DIP FORCE MAIN
20.00'
EOP
60.00'
ROW
1:1 ENGINEERED FILL SLOPE
NCDOT APPROVED HEADWALL
SEE DETAIL THIS SHEET
NCDOT APPROVED HEADWALL
SEE DETAIL THIS SHEET
C1B 41.00 LF of 48" RCP @ 1.76%C1A 41.22 LF of 48" RCP @ 1.75%8" DIP SEWER PIPE
21.00'
21.00'
DISSIPATER
SEE SIZING THIS SHEET
EXISTING JURISDICTIONAL WETLANDS
1:1 ENGINEERED FILL SLOPE
405
410
410
403404
406
406407
407408
408409
409
411
411412
412
405
410
410
404
406
406407
407408
408
409
409
411
411412
412
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C520_SCM.dwgREV DESCRIPTION DATE
P170347
02/16/2020Date:
TSS
TEP
TEP
TSSCHANDLER'S RIDGECONSERVATION SUBDIVISION410 W. YOUNG ST.ROLESVILLE, NCWAKE COUNTYBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378CONSTRUCTION DOCUMENTSCULVERT 1IMPACT MAP & DETAILSC550
010
1"=10'
0 10 20
CULVERT 1 DETAIL
SCALE: 1" = 10'
LEGEND:
EXISTING RIPARIAN STREAM
EXISTING RIPARIAN BUFFER
PROJECT PARCEL BOUNDARY
PRIVATE RIGHT OF WAY
EXISTING MINOR CONTOUR (1 FT.)
EXISTING MAJOR CONTOUR (5 FT.)
PROPOSED MINOR CONTOUR (1 FT.)
PROPOSED MAJOR CONTOUR (5 FT.)
PROPOSED PAVEMENT
PROPOSED GRAVEL
TREE AND VEGETATION PROTECTION AREA
PROPOSED EASEMENT
PROPOSED SETBACK
PARCEL VICINITY MAP
SCALE: 1" = 1,000'
CULVERT 1 IMPACT SUMMARY TABLE
ZONE 1 FILL DISCHARGE:3,142 SF 0.072 AC.
ZONE 2 FILL DISCHARGE:2,200 SF 0.051 AC.
ZONE 1 DISSIPATER IMPACT:467 SF 0.011 AC.
LENGTH ALONG STREAM BED:70.96 LF
WETLAND IMPACT:1,846 SF 0.042 AC.
RIP RAP DISSIPATER SIZING
LENGTH:25 LF
MAX. STONE SIZE:30 IN.
RIP RAP CLASS:B
MIN. THICKNESS:30 IN.
MIN & MAX RANGE OF STONES:75-2,000 LBS.
WIGHT RANGE OF 75% OF STONES:600-2,000 LBS.
SITE TOTAL IMPACTS
ZONE 1 FILL DISCHARGE:6,229 SF 0.143 AC.
ZONE 2 FILL DISCHARGE:5,602 SF 0.129 AC.
ZONE 1 DISSIPATER IMPACT:936 SF 0.021 AC.
LENGTH ALONG STREAM BED:143.93 LF
WETLAND IMPACT:11,185 SF 0.257 AC.
EXISTING STREAM BED
PROPOSED DISSIPATER PAD
TO BE BURIED TO EXISTING
STREAM BED
DISSIPATER PAD DETAIL
D
LAND PURCHASED FROM ADJACENTPROPERTY OWNER306.31
'312.32'143.00'63
.79
'
251.31'157.37'133.56'96.65'132.76'103.51'25
8
.
5
4
'171.02'224.96'183.24'200.91'78.51'235.18'125.07'285.64'119.34'224.99
'237.13'221.47'100.12'700.69 AC(30,037 SF)710.69 AC(30,045 SF)123.80'1
2
0
.
2
7
'156.41
'281.28
'144.07'95.50'81.69'480.71 AC(31,020 SF)195.64'151.30'530.75 AC(32,683 SF)470.69 AC(30,175 SF)490.69 AC(30,079 SF)500.80 AC(34,671 SF)550.69 AC(30,044 SF)540.71 AC(30,793 SF)510.73 AC(31,754 SF)460.69 AC(30,205 SF)520.69 AC(30,135 SF)182.74'80.65'
75.33'89.93'LAND PURCHASED FROM ADJACENT PROPERTY OWNER
PHASING LINE96'RPROPOSED CAST IN PLACE RETAINING WALLSEE SHEET C502 FOR ELEV.LAND TO BE PURCHASED(173,119 SF / 3.97 AC)PHASING LINEROAD "A"65' x 65'BLDG FOOTPRINT,TYP.20' EOP - 50' ROWR3
0
'R35'R2
5
'R25'STOP SIGN (TYP.)20' PRIVATE STORM EASEMENTDRY POND 1 (10' MAINTENANCE EASEMENT)SEE SHEET 560 FOR STREAM IMPACT MAP30' PUBLIC SEWER EASEMENT20' PRIVATE STORM EASEMENTPUBLIC SEWER EASEMENTNCDOT HEADWALL (TYP. EA. SIDE)AND DISSPATER PAD5' SIDEWALK (TYP.)1' OFFSET ESMT.SPARROW RIDGE DR. (20' EOP & 60' ROW)LILY OAK DR. (20' EOP & 60' ROW)00100501"=50'50MATCHLINE 2 SEE SHEET C204 ZONING: R-40W AREA: 164.23 AC. ± MIN LOT SIZE 30,000 SF MIN. LOT WIDTH 83' MIN. LOT FRONTAGE 35' MAX. DENSITY 1 / AC LOTS PROPOSED 72 DENSITY PROPOSED 0.44 / AC.SETBACKS FRONT 38' SIDE 15' CORNER 15' REAR 23'Designed By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSPHASE 1
SITE PLANC2031" = 50'MATCHLINE 3SEE SHEET C202GENERAL NOTES:1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITHTHE OFFICE OF STATE CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALLOTHER APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTIONSHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS ANDSPECIFICATIONS.2.EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDEDBY BATEMAN CIVIL SURVEY, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BERESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OFANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING ANDPAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATINGSERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO NOTIFICATIONCENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS ANDNO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION ORANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEOWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION ORDEMOLITION SHALL BE STARTED WITHOUT ALL UTILITIES BEING LOCATED.4.ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARESHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHEREDFROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAYBE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.5.EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURINGCONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THESATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATINGPERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE METUNDER THIS CONTRACT.7.THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE ACTUALLOCATION OF ALL PIPING PRIOR TO CONCEALMENT, VALVE AND MANHOLE CHANGES, ANDHARDSCAPE OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TO THE OWNER'SREPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED THROUGHOUT THEPROJECT FOR RECORD KEEPING.8.IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMEDNECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NODEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESSWRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTINGUTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF THERELOCATION AND ASSOCIATED WORK.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROMACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALLDEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.11.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANSAND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.12.ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIREFIGHTING APPARATUS (85,000 LBS) DURING ALL PHASES OF CONSTRUCTION ONCEVERTICAL CONSTRUCTION HAS BEGUN.SITE NOTES:.2.THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINTLOCATIONS, AND INLAY SPECIFICATIONS NEAR BUILDINGS AND IN COURTYARDS.CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND HARDSCAPE PER DETAILS OR ASINDICATED ON LANDSCAPE/HARDSCAPE PLAN SHEETS.3.ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM WEST YOUNG ST. UNLESSOTHERWISE APPROVED IN WRITING FROM THE OWNER'S REPRESENTATIVE FOR ANALTERNATE POINT OF ACCESS.4.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.5.ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TOCENTERLINES, AND/OR FACE OF CURB UNLESS OTHERWISE NOTED.6. THIS SITE IS PARTIALLY LOCATED IN THE LITTLE RIVER WATERSHED AND STREETDESIGNS MUST MEET NCDOT AND TOWN OF ROLESVILLE SPECIFICATION AND STANDARDS.7.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANYDISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.8.ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.9.ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERNAND SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.REFER TO LAYOUT DRAWINGS.10. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.11. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN12. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL,STRUCTURAL, AND MEP DRAWINGS AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION.13. ALL CURB TAPERS ARE SIX (6') FEET LONG UNLESS OTHERWISE SHOWN ON PLAN.14. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BYDRILLING INTO THE FACE OF THE EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEWSIDEWALKS INTO NEAREST EXISTING PAVEMENT JOINT; MATCH WIDTH OF EXISTINGWALKWAY.15. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAYSHALL BE A MINIMUM 6.5' WIDE AS MEASURED FROM THE FACE OF CURB.16. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20AND CROSS SLOPES CANNOT BE GREATER THAN 1:48. HANDICAP SPACES SURFACESLOPES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS.17. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED WITHIN THE SIGHTDISTANCE TRIANGLES.18. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF ABUILDING CERTIFICATE OF OCCUPANCY OR PROJECT APPROVAL19. HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION OF THE NC BUILDINGCODE AND ANSI 117.11 WITH DETECTABLE WARNING DOMES WITH A COLOR CONTRAST OF70% MINIMUM. SEE DETAILS AND GRADING SPOT ELEVATIONS, IF THE EXISTINGCONDITIONS PRECLUDE THE ABILITY TO PROVIDE A MAXIMUM SLOPE 1/12 FOR 6-FEET OR AMAXIMUM CROSS SLOPE OF 1:48 AND A 36” MINIMUM LANDING, THE CONTRACTOR SHALLNOTIFY ENGINEER OR OWNER REPRESENTATIVE PRIOR TO INSTALLATION.20. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT ANDCONTRACTOR CERTIFICATION MEMO TO NCDOT FOR ALL ROADWAY IMPROVEMENTSWITHIN THE PUBLIC RIGHT-OF-WAY.21. THE MAINTENANCE OF ALL REQUIRED LANDSCAPING BY KEEPING LAWNS MOWED, ALLPLANTS MAINTAINED AS DISEASE FREE, AND ALL PLANTING BEDS GROOMED AND KEPTWEED FREE (EXCEPT IN AREAS OF PRESERVED EXISTING NATURAL VEGETATION (I.E.THICKETS), AND KEPT FREE FROM TRASH, DEBRIS AND OTHER OBJECTIONABLEMATERIALS; THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH IS REMOVED OR DIESAFTER THE DATE OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXTPLANTING SEASON; AND, THE REPLACEMENT OF ANY TREE IN A TREE SAVE AREA, WHICH ISREMOVED OR DIES AFTER THE DATE OF APPROVAL OF A PRESERVATION LANDSCAPE PLAN.SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTINGLEGEND:EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENT
18.66'
25.00'
FROM CULVERT ℄
LOCATED AT STREAM ℄
LOCATED AT STREAM ℄
30' BUFFER
RIPARIAN ZONE 1
20' BUFFER
RIPARIAN ZONE 2
30' BUFFER
RIPARIAN ZONE 1
20' BUFFER
RIPARIAN ZONE 2
8" DIP WATER MAIN
20.00'
EOP
50.00'
ROW
1:1 ENGINEERED FILL SLOPE
DISSIPATER
SEE SIZING THIS SHEET
EXISTING JURISDICTIONAL WETLANDS
EXISTING JURISDICTIONAL WETLANDS
C2A 46.22

L
F

o
f

4
8
"

R
C
P

@

2
.
6
0
%
C2B 46.28

L
F

o
f

4
8
"

R
C
P

@

2
.
5
9
%
390
395
395
391
392
393
394
394
8" DIP SEWER MAIN
1:1 ENGINEERED FILL SLOPE
NCDOT APPROVED HEADWALL
SEE DETAIL THIS SHEET
NCDOT APPROVED HEADWALL
SEE DETAIL THIS SHEET
3903903953953873883883893893913913923923933933943943963963973973903903953953863873873883883893893913913923923933933943943963963973973
9
8 398Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C520_SCM.dwgREV DESCRIPTION DATE
P170347
02/16/2020Date:
TSS
TEP
TEP
TSSCHANDLER'S RIDGECONSERVATION SUBDIVISION410 W. YOUNG ST.ROLESVILLE, NCWAKE COUNTYBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378CONSTRUCTION DOCUMENTSC560
LEGEND:
EXISTING RIPARIAN STREAM
EXISTING RIPARIAN BUFFER
PROJECT PARCEL BOUNDARY
PRIVATE RIGHT OF WAY
EXISTING MINOR CONTOUR (1 FT.)
EXISTING MAJOR CONTOUR (5 FT.)
PROPOSED MINOR CONTOUR (1 FT.)
PROPOSED MAJOR CONTOUR (5 FT.)
PROPOSED PAVEMENT
PROPOSED GRAVEL
TREE AND VEGETATION PROTECTION AREA
PROPOSED EASEMENT
PROPOSED SETBACK
CULVERT 2IMPACT MAP & DETAILS010
1"=10'
0 10 20
CULVERT 2 DETAIL
SCALE: 1" = 10'
PARCEL VICINITY MAP
SCALE: 1" = 1,000'
CULVERT 2 IMPACT SUMMARY TABLE
ZONE 1 FILL DISCHARGE:3,087 SF 0.071 AC.
ZONE 2 FILL DISCHARGE:2,109 SF 0.048 AC.
ZONE 1 DISSIPATER IMPACT:469 SF 0.011 AC.
LENGTH ALONG STREAM BED:72.97 LF
WETLAND IMPACT:3,681 SF 0.085 AC.
RIP RAP DISSIPATER SIZING
LENGTH:25 LF
MAX. STONE SIZE:30 IN.
RIP RAP CLASS:B
MIN. THICKNESS:30 IN.
MIN & MAX RANGE OF STONES:75-2,000 LBS.
WIGHT RANGE OF 75% OF STONES:600-2,000 LBS.
SITE TOTAL IMPACTS
ZONE 1 FILL DISCHARGE:6,229 SF 0.143 AC.
ZONE 2 FILL DISCHARGE:5,602 SF 0.129 AC.
ZONE 1 DISSIPATER IMPACT:936 SF 0.021 AC.
LENGTH ALONG STREAM BED:143.93 LF
WETLAND IMPACT:11,185 SF 0.257 AC.
EXISTING STREAM BED
PROPOSED DISSIPATER PAD
TO BE BURIED TO EXISTING
STREAM BED
DISSIPATER PAD DETAIL
D
238.03'235.76'143.00'124.59'63.79'251.31'270.94'
240.68'157.37'185.82'125.68'186.40'
186.34'
57.38'165.96'165.96'165.57'175.35'49.83'242.61'
244.55'740.70 AC(30,612 SF)234.76'
172.92'670.70 AC(30,440 SF)680.71 AC(30,856 SF)161.12'660.70 AC(30,700 SF)133.56'96.65'139.59'173.60'34.20'13.08'167.94'93.98'132.77'103.51'125.07'650.73 AC(31,879 SF)700.69 AC(30,037 SF)710.69 AC(30,045 SF)124.60'71.39'125.69'107.39'64.89'123.80'120.27'730.69 AC(30,106 SF)640.72 AC(31,544 SF)156.41'110.11'720.69 AC(30,187 SF)750.69 AC(30,146 SF)690.69 AC(30,070 SF)190.63'170.
4
4
'630.70 AC(30,550 SF)281.28'112.05'144.07'760.69 AC(30,009 SF)550.69 AC(30,044 SF)540.71 AC(30,793 SF)81.23'145.83'121.74'DEDICATED PROTECTED OPEN SPACE (10.42 AC.)SEE SHEET 101PHASING LINE50'20'PHASE 1PHASE 2PROPOSED PUMP STATIONSEE INSET SHEET C205PROPOSED CAST IN PLACE RETAINING WALLSEE SHEET C502 FOR ELEV.PHASE 1 TEMP. TURNDEDICATED PROTECTED OPEN SPACE (10.42 AC.)SEE SHEET 101PHASING LINE65' x 65'BLDG FOOTPRINT,TYP.R
3
0
'
R
2
5
'R28'20' PRIVATE STORM EASEMENT20' PRIVATE STORM EASEMENTPUBLIC WATER EASEMENTPUBLIC SEWER EASEMENT30' PUBLIC SEWER EASEMENTPHASE 1PHASE 2DRY POND 1 (10' MAINTENANCE EASEMENT)20' PRIVATE STORM EASEMENTPUBLIC SEWER EASEMENTNCDOT HEADWALL (TYP. EA. SIDE)AND DISSPATER PADPUBLIC WATER EASEMENTSTREET SIGN (TYP.)NCDOT HEADWALL (TYP. EA. SIDE)AND DISSPATER PAD5' SIDEWALK (TYP.)1' OFFSET ESMT.OAK ROSE LN. (20' EOP & 60' ROW)SPARROW RIDGE DR. (20' EOP & 60' ROW)MELLONBROOK WAY (20' EOP & 70' ROW)MAPLEHURST DR. (20' EOP & 70' ROW)70' WIDE RESERVATION FOR FUTURE THOROUGHFARE00100501"=50'50MATCHLINE 2 SEE SHEET C203
Designed By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSPHASE 1 / 2
SITE PLANC2041" = 50'ZONING: R-40WAREA: 164.23 AC. ±MIN LOT SIZE 30,000 SFMIN. LOT WIDTH 83'MIN. LOT FRONTAGE 35'MAX. DENSITY1 / ACLOTS PROPOSED72DENSITY PROPOSED0.44 / AC.SETBACKSFRONT38'SIDE15'CORNER15'REAR23'MATCHLINE 4 SEE SHEET C205 PROPOSED SETBACKLEGEND:EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENT
75.82'103.99'129.73'306.81'223.70'282.04'239.05'115.32'110.11'830.69 AC(30,132 SF)800.91 AC(39,687 SF)820.70 AC(30,341 SF)125.51'126.43'254.58'181.11'196.02'
2
8
8
.
7
5
'166.06'80.72'59.16'146.13'150.21'279.64'319.29'112.05'880.69 AC(30,109 SF)780.70 AC(30,314 SF)810.76 AC(32,899 SF)850.69 AC(30,130 SF)860.71 AC(30,984 SF)870.69 AC(30,099 SF)790.71 AC(30,781 SF)840.69 AC(30,051 SF)770.76 AC(33,214 SF)890.69 AC(30,271 SF)103.56'130.00'112.00'126.00'125.50'114.38'278.53'20'50'65' X 65'BLDG FOOTPRINT(TYP. IN R-40W)TEMPORARY "T" TURNAROUND IN ESMT.PER APP. D FIRE CODER30'R25'R28'30' PUBLIC SEWER EASEMENTPUBLIC WATER EASEMENTDRY POND 3 10' ACCESS EASEMENT30' PUBLIC SEWER EASEMENT5' SIDEWALK (TYP.)1' OFFSET ESMT.MELLONBROOK WAY (20' EOP & 70' ROW)MAPLEHURST DR. (20' EOP & 70' ROW)SCENIC POND WAY (20' EOP & 60' ROW)MAPLEHURST DR. (20' EOP & 70' ROW)70' WIDE RESERVATION FOR FUTURE THOROUGHFARE00100501"=50'50MATCHLINE 4 SEE SHEET C204
Designed By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSPHASE 2
SITE PLANC2051" = 50'ZONING: R-40WAREA: 164.23 AC. ±MIN LOT SIZE 30,000 SFMIN. LOT WIDTH 83'MIN. LOT FRONTAGE 35'MAX. DENSITY1 / ACLOTS PROPOSED72DENSITY PROPOSED0.44 / AC.SETBACKSFRONT38'SIDE15'CORNER15'REAR23'MATCHLINE 5SEE SHEET C206PUMP STATION ACCESS(SEE SHEET C206)1" = 40'19'12'DOUBLE GATE PERCORPUD SPEC.4" 3,000 PSI @ 28 DAYSCONCRETE DRIVECOR PUBLIC UTILITY EASEMENTSEE SHEET C607LEGEND:EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENT12'R
1
0
'75'75'
239.05'265.66'245.47'234.76'310.11'221.33'69.45
'76.00'110.11'930.72 AC(31,264 SF)950.94 AC(40,870 SF)317.75'125.51'126.43'190.63'170.44'138.97'169.81'292.24'158.16
'279.64'319.29'112.05'880.69 AC(30,109 SF)780.70 AC(30,314 SF)960.91 AC(39,787 SF)860.71 AC(30,984 SF)900.70 AC(30,554 SF)920.69 AC(30,094 SF)760.69 AC(30,009 SF)940.90 AC(39,120 SF)870.69 AC(30,099 SF)790.71 AC(30,781 SF)770.76 AC(33,214 SF)890.69 AC(30,271 SF)910.79 AC(34,428 SF)81.23'130.00'114.38'98.12'257.58'278.53'20'50'PHASE 1PHASE 220'50'PROPOSED PUMP STATIONSEE INSET SHEET C20565' X 65'BLDG FOOTPRINT(TYP. IN R-40W)TEMPORARY "T" TURNAROUND IN ESMT.PER APP. D FIRE CODE10' PRIVATE GRAVEL GREENWAYPEDESTRIAN GAZEBOAMENITYPOND = 6.13 ACACTIVE OPEN SPACEEXISTING FARM CROSSING(NO ADDITIONAL IMPACTS FOR GREENWAY INSTALLATION)DEDICATED PROTECTED OPEN SPACE (51.45 AC.)SEE SHEET 101R30'R25'R28'PHASE 2DRY POND 3 10' ACCESS EASEMENTPUBLIC WATEREASEMENT20' PRIVATE STORM EASEMENTDRY POND 3 (10' MAINTENANCE EASEMENT)SEE C200 FOR GREENWAY LAYOUTNCDOT HEADWALL (TYP. EA. SIDE)AND DISSPATER PADSTOP SIGN (TYP.)STREET SIGN (TYP.)PUBLIC WATEREASEMENT60' PRIVATEACCESS EASEMENTR28'TEMPORARY "T" TURNAROUND IN ESMT.PER APP. D FIRE CODEUTILITY SERVICEESMT. (TYP.)5' SIDEWALK (TYP.)1' OFFSET ESMT.MAPLEHURST DR. (20' EOP & 70' ROW)70' WIDE RESERVATION FOR FUTURE THOROUGHFARE(2
0
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O
W
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00100501"=50'50MATCHLINE 5SEE SHEET C205Designed By:Drawn By:Scale:Project Number:REVISIONSSHEETProject Engineer:Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C200_SITE.dwgREVDESCRIPTIONDATE
P17034702/16/2020Date:TSSTEPTEPTSSCHANDLER'S RIDGE
CONSERVATION SUBDIVISION
410 W. YOUNG ST.
ROLESVILLE, NC
WAKE COUNTY
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
CONSTRUCTION DOCUMENTSPHASE 2
SITE PLANC2061" = 50'ZONING: R-40WAREA: 164.23 AC. ±MIN LOT SIZE 30,000 SFMIN. LOT WIDTH 83'MIN. LOT FRONTAGE 35'MAX. DENSITY1 / ACLOTS PROPOSED72DENSITY PROPOSED0.44 / AC.SETBACKSFRONT38'SIDE15'CORNER15'REAR23'LEGEND:EXISTING PONDEXISTING WETLANDSPROPOSED PHASING LINEEXISTING TOWN OF ROLESVILLE ETJEXISTING STREAM50' STREAM AND POND RIPARIAN BUFFERDEDICATED PRIMARY PROTECTED OPEN SPACEDEDICATED SECONDARY PROTECTED OPEN SPACEPROPOSED ASPHALT PAVEMENTPROPOSED RIGHT OF WAYPROPOSED SETBACKPROPOSED EASEMENT
112.05'18.66'
25.00'
FROM CULVERT ℄LOCATED AT STREAM ℄
LOCATED AT STREAM ℄
30' BUFFER
RIPARIAN ZONE 1
20' BUFFER
RIPARIAN ZONE 2
30' BUFFER
RIPARIAN ZONE 1
20' BUFFER
RIPARIAN ZONE 2
8" DIP WATER MAIN
20.00'
EOP
1:1 ENGINEERED FILL SLOPE
8" DIP SEWER PIPE
DISSIPATER
SEE SIZING THIS SHEET
EXISTING JURISDICTIONAL WETLANDS
EXISTING JURISDICTIONAL WETLANDSC3B 33.21 LF of 48" RCP @ 1.00%C3A 33.25 LF of 48" RCP @ 1.00%1:1 ENGINEERED FILL SLOPE
NCDOT APPROVED HEADWALL
SEE DETAIL THIS SHEET
NCDOT APPROVED HEADWALL
SEE DETAIL THIS SHEET
21.00'
21.00'
380
380
385
385
376
377
377
378
378
379
379
381
381
382
382383
383
384
384
386Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C520_SCM.dwgREV DESCRIPTION DATE
P170347
02/16/2020Date:
TSS
TEP
TEP
TSSCHANDLER'S RIDGECONSERVATION SUBDIVISION410 W. YOUNG ST.ROLESVILLE, NCWAKE COUNTYBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378CONSTRUCTION DOCUMENTSC570
LEGEND:
EXISTING RIPARIAN STREAM
EXISTING RIPARIAN BUFFER
PROJECT PARCEL BOUNDARY
PRIVATE RIGHT OF WAY
EXISTING MINOR CONTOUR (1 FT.)
EXISTING MAJOR CONTOUR (5 FT.)
PROPOSED MINOR CONTOUR (1 FT.)
PROPOSED MAJOR CONTOUR (5 FT.)
PROPOSED PAVEMENT
PROPOSED GRAVEL
TREE AND VEGETATION PROTECTION AREA
PROPOSED EASEMENT
PROPOSED SETBACK
CULVERT 3IMPACT MAP & DETAILS010
1"=10'
0 10 20
CULVERT 3 DETAIL
SCALE: 1" = 10'
PARCEL VICINITY MAP
SCALE: 1" = 1,000'
CULVERT 3 IMPACT SUMMARY TABLE
WETLAND IMPACT:3,397 SF 0.078 AC.
RIP RAP DISSIPATER SIZING
LENGTH:25 LF
MAX. STONE SIZE:32 IN.
RIP RAP CLASS:B
MIN. THICKNESS:32 IN.
MIN & MAX RANGE OF STONES:75-2,000 LBS.
WIGHT RANGE OF 75% OF STONES:600-2,000 LBS.
SITE TOTAL IMPACTS
ZONE 1 FILL DISCHARGE:6,229 SF 0.143 AC.
ZONE 2 FILL DISCHARGE:5,602 SF 0.129 AC.
ZONE 1 DISSIPATER IMPACT:936 SF 0.021 AC.
LENGTH ALONG STREAM BED:143.93 LF
WETLAND IMPACT:11,185 SF 0.257 AC.
EXISTING STREAM BED
PROPOSED DISSIPATER PAD
TO BE BURIED TO EXISTING
STREAM BED
DISSIPATER PAD DETAIL
D
20' BUFFER
RIPARIAN ZONE 2
30' BUFFER
RIPARIAN ZONE 1
124.60'
71.
3
9
'
380
380
379
381
381
382
382
14-RI
13-P
13-FES
390
395
395
391
392
393
394
133.56'
96.65'38-P38-AD 39-P
39-AD
395
394
396
397
398
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2017 Projects\170347 Chandlers Ridge\Eng\CAD\DWG\TP SHEET\P_170347_C520_SCM.dwgREV DESCRIPTION DATE
P170347
02/16/2020Date:
TSS
TEP
TEP
TSSCHANDLER'S RIDGECONSERVATION SUBDIVISION410 W. YOUNG ST.ROLESVILLE, NCWAKE COUNTYBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378CONSTRUCTION DOCUMENTSC580
LEGEND:
EXISTING RIPARIAN STREAM
EXISTING RIPARIAN BUFFER
PROJECT PARCEL BOUNDARY
PRIVATE RIGHT OF WAY
EXISTING MINOR CONTOUR (1 FT.)
EXISTING MAJOR CONTOUR (5 FT.)
PROPOSED MINOR CONTOUR (1 FT.)
PROPOSED MAJOR CONTOUR (5 FT.)
PROPOSED PAVEMENT
PROPOSED GRAVEL
TREE AND VEGETATION PROTECTION AREA
PROPOSED EASEMENT
PROPOSED SETBACK
MISCELLANEOUSIMPACT MAP & DETAILS020
1"=20'
20 40
THOROUGHFARE IMPACT DETAIL
SCALE: 1" = 20'
PARCEL VICINITY MAP
SCALE: 1" = 1,000'
020
1"=20'
20 40
DRY POND 2 IMPACT DETAIL
SCALE: 1" = 20'
PARCEL VICINITY MAP
SCALE: 1" = 1,000'
020
1"=20'
20 40
DRY POND 1 IMPACT DETAIL
SCALE: 1" = 20'
PARCEL VICINITY MAP
SCALE: 1" = 1,000'
THOROUGHFARE IMPACT SUMMARY TABLE
ZONE 2 FILL DISCHARGE:359 SF 0.008 AC.
DRY POND 2 IMPACT SUMMARY TABLE
ZONE 2 FILL DISCHARGE:756 SF 0.017 AC.
DRY POND 1 1 IMPACT SUMMARY TABLE
ZONE 2 FILL DISCHARGE:178 SF 0.004 AC.
20' BUFFER
RIPARIAN ZONE 2
30' BUFFER
RIPARIAN ZONE 1
SITE TOTAL IMPACTS
ZONE 1 FILL DISCHARGE:6,229 SF 0.143 AC.
ZONE 2 FILL DISCHARGE:5,602 SF 0.129 AC.
ZONE 1 DISSIPATER IMPACT:936 SF 0.021 AC.
LENGTH ALONG STREAM BED:143.93 LF
WETLAND IMPACT:11,185 SF 0.257 AC.
ROAD F IMPACT SUMMARY TABLE
WETLAND IMPACT:2,261 SF 0.052 AC.