SW1191201_SW Report_20200224

February 11, 2020
NARRATIVE / CALCULATIONS / MAPS/
SUPPORTING INFORMATION
FOR STORMWATER REVIEW
for project
DPS - North Carolina National Guard
Morganton Regional Readiness Center
Phase II: New Construction
SC0#16-14394-026
Site Address: 5155 Western Ave, Morganton, NC 28655
Engineer
Timmons Group
Attn: Frank Slinsky III, PE
5410 Trinity Road, Ste. 102
Raleigh, NC 27607
T: 919.866.4505
E: frank.slinsky(a.timmons.com
Owner / Developer
North Carolina National Guard
Attn: LTC Rodney Newton
1636 Gold Star Dr., Suite 2600
Raleigh, NC 27607
T:984.345.6137
E: rodney.d.newton.mil(a)mail.mil

TABLE OF CONTENTS
Stormwater Management Permit Application (copy)
Stormwater Narrative
Environmental Maps:
■ USGS Quad Map
■ NRCS Soil Map
■ FEMA Flood Map
Property Deed
Seasonal High Water Table Report
Stormwater Management Mapping
Stormwater Calculations
Wet Pond Sizing
Pre -Post Development Hydraulic Routing
Outlet Protection Calculations
Wet Pond Supplement EZ
Operations and Maintenance EZ
(Refer to Full size plan set for additional information)

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
NCNG
Readiness Center
2. Location of Project (street address):
Western Avenue
City:Morganton County:Burke Zip:27607
3. Directions to project (from nearest major intersection):
At Salem Road and Burkemont Road. turn south onto Burkmont Road. In 1 mile turn left onto Western
Avenue. The project is located at the end of Western Avenue in approximately 1 mile.
4. Latitude:35° 40' 45" N
Longitude:81° 40' 57" W
of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numbern/a , its issue date (if known)n/a , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, n/a and the previous name of the project, if different than currently
proposed, n/a
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 35 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:North Carolina National Guard
Signing Official & Title:LTC Rodney D. Newton
b. Contact information for person listed in item 1a above:
Street Address:1636 Gold Star Drive
City:Raleigh State:NC Zip:27607
Mailing Address (if applicablc):1636 Gold Star Drive
City:
State:NC
Zip:27607
Phone: (919 ) 345-6137 Fax: ( ) n/a
Email:[e-mail]
Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:n a
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State:
Fax: ( )
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: North Carolina State Construction Office
Point of Contact:Farouk Zaman Phone #: (919 ) 807-4095
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated in a new constructed wet pond SCM.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
Stormwater runoff from this project drains to the Catawba
Total Property Area: 35
River basin.
acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.60 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:34.4 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHVv) line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 46.7
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area A
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Hunting Creek
Stream Class *
C
Stream Index Number
11-36-(0.3)
Total Drainage Area (sf)
746,327
On -site Drainage Area (sf)
746,327
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
570,010
Impervious Area** (total)
76.4%
Impervious- Surface Area
Drainage Area A
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
64,267
On -site Streets (sf)
0
On -site Parking (sf)
465,306
On -site Sidewalks (sf)
33,389
Other on -site (sf)
0
Future (sf)
7,048
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
570,010
* Stream Class and Index Number can be determined at: http2.aortal.ncdenr.or /wg eb/wq&s/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing B UA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. H`1t —
/y O d#I111'G a,A4
Proieets in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per I5A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htW://portit.nedenr.org/web/wq/ws/su/brnp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdeiir.org/web/wq/ws/­5u/­s�it-itesw/`­forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htip://12ortal.ncdeilr.org/web/`wqZwsIsuZmai2s.)
Please indicate that the following required information have been„provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http.1/tiortal.nCdenr.org/web/wq/ws/su/statesw/forms does.
I "tials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) sealed si ted and dated and O&M
agreements) for each BMP. �/V 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h!W://www.envhelp.org rages/ong opexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the _
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 4/1ts
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htW: / /www.secretary.state. tic, uJ Corporations/CSearch.asi2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from httl2://portal.ncdenr.org/web/Ir/­stite-stQ water -
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide infonnation on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Francis Slinsky, PE
Consulting Firm: Timmons Group
Mailing Address:5410 Trinity Road
City:Ralei h State:NC Zip:27607
Phone: (919 ) 866-4505 Fax: (919 ) 859-5663
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCG.S 143-215.6.
Signature:.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date!
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (paint or hjpe name of person listed in Contact Irrfor•irrrrliorr, itelrr 1e) u
certify that the information included on this permit application form is, tv the bes of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: • — 3. Date: `% M !f R Z o I `l
I, Lr, C sa � aO e-Z _ , a Notary Public for the State of Jjtr& GJ o b n ,4\ County of
(' 7 do hereby certify that fk 11 f A N • u personally appeared
before me this 7 day of 011 , and acknowledge the ue gxtc 'on of the application for
a stormwater permit. Witness my hand and official seal,
SLY r [ O���i�i
�' rotary Public
Wake
— County
My Comm. UP.
•f, 01.29.2023 q
�•rF,O�►lilt 11►►►4��\ti
�'�•�,TN CO
! 11111
SEAL
My commission expires 0 P l'q `( /2 u -
Form SW-101 Version Oct. 31, 2013 Page 6 of 6

Stormwater Narrative

Narrative
1. General Information
a. Project Name: DPS—North Carolina National Guard Morganton Regional Readiness Center,
Phase 11: New Construction
b. Address: 5155 Western Avenue, Morganton, NC
c. Total Site Area: 536.44 Acres (Parcel Area), 35 acres (Site Area)
d. Disturbed Area: 34.33 Acres
e. Wetland Area: 0 Acres (there are no wetlands onsite).
f. Jurisdictional Streams and Stream Buffers: There is one jurisdictional stream on the property
to the north of the site. There will be no impacts to the stream or stream buffer due to this
project.
g. Ownership: North Carolina National Guard
h. Proposed Development: The North Carolina National Guard plans to construct a Regional
Readiness Center (RRC) on the site of the former Dept of Corrections Western Youth
Correctional Institution. The proposed project includes demolition of the existing buildings and
construction of the RRC to be occupied by four National Guard units.
i. Phasing:
• This project includes two complete and separate "phases" which are publicly bid
and constructed separately.
• Phase I of the project included the relocation of existing Department of Corrections
buildings to the CRV Correctional facility just south of the site of which Land
Disturbance Permit BURKE 2019-012 was issued on March 14, 2019 (see
attached). Construction of Phase I is underway and will be complete in February
2020 prior to beginning this project / Phase 11).
• This project / Phase II will be bid in February 2020 after complete close out of
Phase I project; Construction for Phase II is planned to begin February 2020
and end August 2021).
j. Existing Land Disturbance Permit (Phase I project): BURKE 2019-012 / Express Review
k. Existing Stormwater Permit: N/A
I. NCDEQ Compliance Issues: None.
m. Water & Sewer Service: This project will utilize water and sewer services through the City of
Morganton.
n. Historic Sites: N/A This is not a historic site and there are no historic features on this site.
o. Public Funding This project is being funded through the state Connect NC Bond through the
North Carolina National Guard.
p. FEMA FIRM # 3710270000J, dated September 5, 2007 indicates that the site is outside the
limits the 100-year flood plain.
q. Soils on the site consist of predominately FaB, FaC, FaD (Fairview sandy clay loam) and Ur
(Urban land).
r. Pre -development BUA (On -Site): 5.41-ac
s. Post -development BUA (On -Site): 16.07-ac

Environmental Maps
USGS Quad Map
NRCS Soil Map
FEMA Flood Map

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Property Deed

91
No. GO —RECORD OF DEEDS
STATE OF NORTH CAROLINA
COUNTY OF BURST
THIS DEED, Made this the 1st, day of September. A.D., 19450 by Ban Si. Leonard and wife,
Eula Leonard, of Burke County, State of North Carolina, partiea of t be First part, to
The State Bospital at Morganton, a Departmental Corporation of the State of North
Carolina, party of the second part;
WI TNPsS a TH t
THAT THE SAID PARTI S OF ME FIRST PART, in conniderationof the Sum'of Sixteen Thousand
Dollars, to tham paid by the pity of the Sew nd part, tho receipt of which is hereby
acknowledged, have bargained and sold and by theca presents do bargain, sell and convey
unto the said party, of the Secbid pmm t, its ouenesoors and a saigna, all those certain
tracts or paroela of land lying and being in Morganton Township, Burke County, State of
North Carolina, adjoining the lands of S.W. Hayler, 5huping and othare and bounded
as follows: vi'z :
FIRST TRACT!
TMr7F7T0_,7Tn a chestnut sapling, nox a chestnut stump, the orglnal corner of
the -old -,survey, and'runa North 42 dograne Want, (now North 40 dog, slost) 1700
feet to•a stsko in the Crook; tte nee down the meanders of the Creek the.f olloning
courses and distanoes•-North 35 dogr000 East, 200 fast; Worth 45 degrees East,
165 fast, to the mouth of a small brenoh; thence up the meandora of the $till
branch the following courses and distanoes; North 80 degrees Vent. 140 foot,
North 16 ddgrsea, Wast, 86 feet; North 63 dogreo,s i.+est, 120 feet; North 77
degroof', West, 115 feet; South ?5 degrees Went 80 Peet; North 66 dogreas rest,
156 feet to a stake In road, over bridge; thence Korth 57 degrees Fleet 110
feet; thanoe North 26 dsgraas West, 1O0 feet; tbance North 70 degrees Noot,
100 feat; thence North 60 dogreea Woat.90 foot= thence North W degrees Nest
100 fast• thence North 51 degrees West 133 feet" thencs North 4degreos
West, 15$ feet; thence North 54 degrees West, 144 foot to a stake ip a.Shall
branch on -or in the old line; thence North 42 degrees East (now. Borth 45
degrooe fastj, to Shuping line, 987 feet to a atone, Shavings corner- thence
same course Borth 45 degrees Bast to Carsrroll'A lino, 380 feet to an 'iron pipe,
the old corner; thorns North 70 degrees East with Carsmell=a line, 276 feet
to a stake and pointers; old Collett and Carswell corner; then" South 71 dog.
East with the old marked line, 4106 Peet to 9;stone, tho old comer; thence
South v&ere the old mrnor, stood; thence Roth 88d agrees 17est 4375 feat to ,
the BEGIHHLYO ---Containing 505 acrao, more or least
Being the same lend oonveyed by lY.R.Ptulliz to 8,X.Leonard, by dead dated
September, 20th, 1943 , and registered in Office of Register of Deeds of Burke
County, in book 140. 57, page 1231 also same land by EX. Leonard and wife,
Eula Leonard to TY,R. Mullis by deed dated April, 22nd., 1943, and registered
In Book No, 57 page 1E1, Also being same land conveyed by Charles T. ioonard
and. wife, hSannie Leonard to B.M. Leonard and wire, %Lila Loonard by deed dated
November, llth, 1942, and registered in Book No. 54, Page 553--kirthor.referanco
is made to the chain of title set out in the above raferred aonveyancest
SECOND TRACT:
BIT INN ING, 6n a Staple at the head of a d itoh, the old corner, and runs South
15 degrees Pleyt with the line of Lots Nos, f, and 4, 300 feat to astake; thence
South 70 degrees 30 MInutea East with the lino of Lot No. 3, 558 feet to s stako,
in the creak; thence up the meandors of tea orask the following coursee and
distances; South 8 degrees 30 kinutee West, 165 feat; South 42 degrees Pabst,
418 feet] South 47 degrees.1Yest, 483 feet' South 67 degrees West, lo0 feet,
North 75 degrees '?last, 90 fact; South 15 dogreee host, 135 feat to a-prj,d,_qbA=
tree, the Northwest corner of lot No. 5] thence North 71 degrees ;Yost with the
old marked line, 2050 feet to a stake in the edge of the field; thence North
71 degrees Eaet, with this old line, 2467 fast to the point of BE0IH,1I3tbe -
Containing 46 acres, more or least--Salag the same tract of land conveyoa b".
W. Hoylor, Guardian for Vh'ale Carswell Bale, to Han Leonard, by deed dated
2nd, day of September, 19U and being Lot Noo6, and paIts of $ot-Hon �j�,, and
Sin a as set out in part of 6ommiaalonerr Special Proceeding re�rde n Book
Number 20, of Spoo ll Proceedings Pagan 5, to 15, to which reference is made:
STAMP: U-7.60
TO HAVE AND TO BOLD, the aforesaid tracts or parcels o! Und,and all privileges and
appurtenances thereuntc belonging, to it, the said party of the second part, its
successors and Designs foravert
And the parties of the First part covenant with the party of the second part that thoy
are seized of said premises in fee and have the right to corrrey the same in fee simple;
that the same are, free from all encuinbranCoe; and that they will warrant and defend
the title to the same against the claims of all persona whomaoovor]
IN TESTIMONY '17RVJHOP, the said parties of the first part have hereunto set their hands
and,eeala, the day and year first above written:
Ben U. Leonard S=t
Eula Loonard Ste,

92.
No. 66—RECORD OF DEEDS
NORTH CAROLINA
BURKE COUNTY
I, J.F.Bowers Clerk Superior Court of Burke Co.un y, N.C., do hereby certify that Ban
M. Leonard ands Eula Leonard, his wife, parsonallp appeared before me this day and
acknowledged the due execution of the foregoing d ad of conveyance. fret the insturment,
together with the oertificate, be registeredr
WITNESS, My hand, this the is t. day of September, 11945t
I
J.F.Bowers
Clark Superior Oourt, ur o. .c,
Filed for registration the Bth. day of September, 1945, at 11:30 AM, and registered
this the llth. day of September, 1945, at lt30 P9- LL
I ISTER OFF S --
NORTH CAROLINA
SUR COUNTY
THIS , Made this the 31sts day of August, 194 , by O.Lee Horton, and wife, Mozelle
K. Ho ton, of Burke County, State of North Carols , parties of the First part, to Ben
M. Leo jrrd, of Diarke County, State of North Carols a, part of the Second part:
WITNESSETHta I
THAT WHEREAS, On January, 17th, 1941, Paul M. D le and wife, Vas eie Dale, conveyed to
0. Lee Horton, Trustee the land hereinafter descr bed and other land, w ah dead is
recorded in Boo Vo, 49, page 139, in office of Re cater of Deeds for a County, and
that thereafterMr-I'hand
n same day 0. Lee Horton cony ed the same Lands t Vassie
Carswell Dale, wsaid. deed Sa recorded in Book 46, Page a ' 0"1 of Register
of
Deeds, and thither of said deeds set out /brob
rs and dutle for said trustee
to perform and twife of the said O.Lee Hor d net join _ the said
conveyance, as as d, and some question has besed as to r inchoate right of
dower, and wheresaid parties of the First claim no ght, title or intere;
in or to said lay anon of the matters and t set out ova, or in airy other
matter whataoeve
NOW, THEREFORE, aa.rties of the Fi*rot part, for con aeration of the sum of
one dollar, to tin hand id , the receipt of is ereby soknowledged, have
remised and releand by t se presents do romi as and forever quitclaim
unto the party oe Second p and his heirs an a all right, title , claim
and interest of aid partia of the first part to a certain tract or pareel
of land lying anng in the ty of Burke andof North Carolina, in idorgantor
Township, and ading the ]a nd of S.W. Hoyle, $eonard, and others, and bounded
go follows:
MINNIND, On a wild Cherry tre on bank f the Croaks the Northwest
corner of Let No. 5, and rune th nce wi t e Creek the follaring
courses and distances; North 15 ree Be t 135 feet; South 75 deg.
Cast, 90 fast; North 76 deg. East, feat North 47 deg. East, 483
feet; North 42 deg, East 418 feet; rth 8 eg. 30 8iin. East, 1G5 feet
to a stake in line of Lot No. 3; t ce wit the line of Lot NR. 3, North
70 deg. 30 min. West 558 feet t a a aka i line of lot No. 6; thence with
the line of sot No. South 15 deg. et, 2O0 feet to the ppint of
BEGINNING, —and a m sining acres, mor or less:
Being parts of Lot No. 4, an Lot No. 5, of Special Prodeeding , entitled
"Vaasie Carswell Dale, at vs. Charli C rswell at al. " Recorded in
Book of Special Proceedin No. 20, Page 6
TO HAVE AND TO HOLD , the afcp6said .tract or pares of land a nd all privileges then un
belonging to him the saipad y of the Second part and his heirs and assigns free and
discharged from all right, sties claim, or inheres of the said parties of the First
part, or any one olaimi y, through or under them:
IN TESTIMONY WHEREOF, id parties of the First pa t, vs hereunto set their hands an
Beale , the day and ar first above written:
D Lee Horton SERL
Uoz&lle K. Horton S
N/OA.RGABIrs, Clerk of the Superior Court of Bpr1e County, do h raby certify that
O, and Nozalle K.Horton, his wife, pergonally appears before me this day
adgod the duo execution of the � regoirng and annexed do d of conveyance for
s therein expressed. Lot the insturma�t, together with Yn certifidate, be
r— llitness My hand this the loth. daylaf September, 194
1 J.F.Bowera
Clerk Superior Court, Burke Co.

Frank Slinsky
From: Smith, Mike M <[e-mail]>
Sent: Wednesday, November 14, 2018 11:30 AM
To: Frank Slinsky
Cc: Aiken, Stan E
Subject: RE: [External] FRO Form Signature and Letter of Consent
Frank,
After reviewing the correspondence below and although the State Hospital remains the deeded owner of the property
(1945), there is no need for a letter of consent from DHHS. Clearly, the use of this property has been allocated from
DHHS to the North Carolina Department of Public Safety (NCDPS, 1969) and then from (NCDPS) to the North Carolina
National Guard (NCNG, 2018) for use as a Regional Readiness Center. This correspondence will serve as the original
owner's consent form.
On line 9 of the Financial Responsibility Form (FRO) required for the erosion and sediment control plan submittal, I
recommend leaving the State Hospital listed as the owner of the property as it now appears on the form.
A signed authorization to disturb will be required from North Carolina National Guard for the Financially Responsible
Party (the company who performs the work) to (1) submit an erosion and sediment control plan, and (2) to conduct the
land disturbing activity.
Thank you for the time and effort spent obtaining this information.
Michael Smith
Assistant Regional Engineer
Land Quality Section
North Carolina Department of Environmental Quality
828 296-4500 main
828 296-4621 office
michael. sm ithg node n F.qov
2090 US70 Highway
Swannanoa, NC 28778-8211
N. '"Nothing Compares D.- .
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Frank Slinsky <[e-mail]>
Sent: Wednesday, November 14, 2018 9:04 AM
To: Smith, Mike M <[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent

Mike,
This is in reference to the NCNG Morganton projects we discussed of which you are reviewing Phase 1 of the project.
See correspondence below. I also attached the deed for the project. I assume we do not need a letter of consent from the
DHHS now? This issue seems to have gone to the top with regards to State properties.
If nothing else, maybe these emails can serve as their consent?
Thanks.
Sincerely,
Frank Slinsky, PE, LEED AP
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 Raleigh, NC 27607
Office: 919.866.4505 Fax: [phone]
Mobile:[phone] [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Krotoszynski, David <david.krotoszynski a dhhs.nc.gov>
Sent: Wednesday, November 14, 2018 8:51 AM
To: Frank Slinsky <[e-mail]>
Cc: Hoff, Luke <[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent
Morning Frank,
The NC Department of Administration, State Property Office, has confirmed that the DHHS has no role nor need to
participate with the planned DPS project along 5161 Western Avenue, Morganton.
Regards,
David Krotoszynski
Chief— Property Acquisition, Disposition & Risk Management
Division of Property and Construction
North Carolina Department of Health and Human Services
919 855 4872 office
919 733 5711 fax
David.krotoszvnskiCa dhhs.nc.P-ov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Email correspondence to and. from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Twitter YouTube
Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State procurement
effort, is prohibited by law. Ifyou have received this e-mail in error, please notify the sender immediately and delete all records ofthis a -mail
From: Moser, Mike
Sent: Tuesday, November 13, 2018 11:00 AM
To: Cox, John <[e-mail],gov>; Krotoszynski, David<david.krotoszynski @dhhs.nc.gov>
Subject: RE: [External] FRO Form Signature and Letter of Consent
David,
You are correct, this property was allocated to DPS in 1969 and they have complete control.
Mike
Mike Moser
General Real Estate Manager
State Property Office
Department of Administration
116 West Jones Street
Raleigh, NC 27603
919 807 4680 office
m ike. moser@cIoa. nc.gov
�st+rt a
NC Department of Administration
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Cox, John
Sent: Tuesday, November 13, 2018 8:19 AM
To: Krotoszynski, David<[e-mail]>
Cc: Moser, Mike <mike.moser(Tdoa.nc_gov>
Subject: FW: [External] FRO Form Signature and Letter of Consent
David;
I am forwarding your request for verification to Mike Moser the Manager of General Real Estate.
Thank you,
John

John Cox
Facilities Information Section Manager
State Property Office
NC Department of Administration
[phone] office
[e-mail]
1321 Mail Service Center
Raleigh,NC 27699-1321
�r flnrr.,
r �i
1 �
NC Department of Administration
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Krotoszynski, David
Sent: Tuesday, November 6, 2018 11:27 AM
To: Cox, John <john.coxCOdoa.nc.knv>
Cc: Mulligan, Jeff <[e-mail]>; Hoff, Luke <1�[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent
Morning John,
The DHHS Division of Property and Construction was contacted in regards to a DPS NC National Guard construction
project. Please review the forwarded email thread along with the attachments and supply your office's opinion on the
issue.
In review of the parcel at 5161 Western Avenue, Morganton, via Google Earth, DPS has two (2) facilities in operation on
the parcel in question. The reallocation between DHHS and DPS occurred in February 1969, see plat and deed PDF, and
the issue seems to be a listing error at the Burke County Register of Deeds GIS that lists the State Hospital.
DHHS is of the mind, that the reallocation occurred in 1969 and that DPS is the steward of the property since full
execution which would lead the DHHS no role in the upcoming construction project or required documentation.
Regards,
David Krotoszynski
Chief— Property Acquisition, Disposition & Risk Management
Division of Property and Construction
North Carolina Department of Health and Human Services
919 855 4872 office
919 733 5711 fax
David.krotoszynski(adhhs.nc.p,ov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
4

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Unauthorized disclosure ofjuvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State procurement
effort, is prohibited by law If you have received this e-mail in error, please notify the sender immediately and delete all records of this e-mail-
From: Frank Slinsky <Frank.Slinsky a timmflns.com>
Sent: Tuesday, November 6, 2018 10:59 AM
To: Krotoszynski, David <david.krotosz nski dhhs.nc. ov>
Cc: Hoff, Luke <[e-mail]>
Subject: RE: [External] FRO Form Signature and Letter of Consent
Yes sir, attached are overall plans of both projects occurring on the DoC portion of the site. Phase 1 has been approved
for Bidding by the NCSCO and will be advertised this Sunday November 11, 2018 and Phase 2 is the DID review process
at the NCSCO. Phase 2 will begin after Phase 1 is close out.
I also attached the document from February of 1969 where 97 acres of this site were allocated from the State Hospital for
use by the Department of Corrections. In April of 2018, 85.6 acres were transferred intra-agency by mutual consent
between the Adult Corrections and Juvenile Justice (ACJJ) and the North Carolina National Guard (NCNG).
Hope that helps. Thank you!
Sincerely,
Frank Slinsky, PE, LEED AP
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 Raleigh, NC 27607
Office: 919.866.45051 Fax: [phone]
Mobile: [phone] [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Krotoszynski, David<[e-mail]>
Sent: Tuesday, November 06, 2018 10:27 AM
To: Frank Slinsky <Frank.S![e-mail]>
Cc: Hoff, Luke <[e-mail]>
Subject: RE: [External] FRO Form Signature and Letter of Consent
Morning Frank,
In the review process, it would be quite helpful to have a schematic of the proposed construction project in order to
better understand the entire situation. Could your office please provide a project schematic via email?
Thank You,
David Krotoszynski
Chief— Property Acquisition, Disposition & Risk Management
Division of Property and Construction
North Carolina Department of Health and Human Services

919 855 4872 office
919 733 5711 fax
Dav id. kroto szynski@dhhs. nc.gov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Twitter YouTube
Unauthorized disclosure ofjuvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State procurement
effort, is prohibited by law. If you have received this e-mail in error, please notify the sender immediately and delete all records of this e-mail.
From: Hoff, Luke
Sent: Monday, November 5, 2018 1:50 PM
To: Krotoszynski, David <[e-mail]>
Cc: Axtman, Rodney <[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent
David:
Please verify that the attached site is the financial responsibility of DHHS. If so, then should Landowner(s) of Record be
revised from State Hospital (at Morganton) to the NC DHHS on the attached Financial Responsibility Form? Any issues
with the attached forms and me signing them?
Luke
Luke O. Hoff, P.E.
Director
Division of Property and Construction
North Carolina Department of Health and Human Services
919 855 4870 office
919 618 7553 mobile
919 733 5711 fax
lu ke. hoff(' Dd h hs, nc. aov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Twitter YouTube
Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State
procurement effort, is prohibited by law. If you have received this e-mail in error, please notify the sender immediately and delete all records of this e-mail.
From: Frank Slinsky <[e-mail]>
Sent: Monday, November 5, 2018 1:07 PM

To: Hoff, Luke <[e-mail].>
Subject: [External] FRO Form Signature and Letter of Consent
Mr. Hoff,
I am working on site plans for the DPS North Carolina National Guard and the DPS Dept of Corrections on the State
Hospital site located at 5161 Western Avenue, Morganton NC 28655. Construction Plans for the project were approved by
the NC State Construction Office and they will be distributed for Public Bid this Sunday Nov 11, 2018.
According to Burke County GIS and the attached deed provided by DPS, the site is currently owned by the State Hospital
and in February of 1969 State Hospital allocated this portion of the site to the Department of Corrections for their use.
For plan approval NCDEQ plan reviewer is asking that you all:
1) sign / notarize the attached Financial Responsibility / Ownership form as land owner (State Hospital)
Part B. bottom of Page.
2) put the attached letter on your letterhead and sign it.
We apologize for the short notice of this request as it was just brought to our attention. I would be happy to meet you with
the forms at your convenience as we would like to finalize the review process with the DEQ this week prior to bidding if
possible. Thank you for your assistance and please call with any questions.
Sincerely,
Frank Slinsky, PE, LEED AP
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 Raleigh, NC 27607
Office: 919.866.4505 Fax: [phone]
Mobile: [phone] frank- slinsk timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized State
official. Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing
State procurement effort, is prohibited by law. If you have received this email in error, please notify the sender immediately and delete all records of this email.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official
7

Seasonal High Water Table Report

r~ram■
l� 0
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
January 25, 2017
Frank Slinsky, P.E.
Timmons Group, Inc.
5410 Trinity Road
Suite 102
Raleigh, NC 27607
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleiqh, NC 27607 www.timmons.com
Re: Seasonal High Water Table Investigation for NCNG Readiness Center
Located off of Western Avenue, Morganton, Burke County, North Carolina
Mr. Slinksy:
At your request, Timmons Group, Inc., has completed an investigation of seasonal high water
table (SHWT) depth for the NCNG Readiness Center, located off of Western Avenue in
Morganton (PIN.- 2701118549). At your direction, this investigation was limited in scope to the
proposed stormwater BMP locations on the site, as illustrated on the attached drawing. The
investigation was completed on January 14, 2017.
Depth to SHWT was determined using accepted soil science practices. A hand auger was used to
advance vertically into the native soil until redoximorphic features (often mistakenly called
"mottles ") with a chroma of 2 or less were observed. True mottles that meet this color criterion
that are the result of parent material coloration are ignored, as these are not indicative of the
seasonal high water table.
Four hand auger borings were advanced in the locations proposed for the stormwater BMPs per
the drawing referenced above. In borings 1 and 3, chroma 2 redoximorphic features indicative of
the SHWT were not observed in the borings to a depth of 168 inches below the soil surface. In
boring 2, auger refusal was experienced at 118 inches below the soil surface. In boring 4, auger
refusal was experienced at 72 inches below the soil surface, The table below lists the observed
SHWT depths below the existing soil surface.
Boring ID
Auger Refusal
inches
SHWT Depth'
(inches)
SHWT Elevation
a,pproximato
1
N/A
> 168
< 1198.00
2
118
N/A
< 1222.17
3
N/A
> 168
< 1198.00
4
72
N/A
< 1216.00
Depth below existing soil surface
CIVIL ENGINEERING I ENVIRONIIIENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTLIRF j CONSTRUCTION SERVICES

Thank you for the opportunity to assist you with this seasonal high water table investigation for
this site. Do not hesitate to call me if you have any questions regarding this investigation or if
you need any additional information.
Sincerely, Z ' �'? ---SOIL
° I� .a �••',d`_� jl��}lam/ �V�
Scott Mitchell, PE, LSS Justin Milstein, SSIT
NC Environmental Practice Group Leader Environmental Scientist

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POST -DEVELOPMENT STORMWATER QUALITY CONTROL
PRE -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 7.10 ±ACRES
POST -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 17.30 ± ACRES
IMPERVIOUS AREA REQUIRED TO BE TREATED = 10.20 ±ACRES
IMPERVIOUS AREA TO BE TREATED = 12.71 ±ACRES (WET DETENTION)
IMPERVIOUS AREA OVERTREATED = 2.51 ± ACRES
PRE -DEVELOPMENT STORMWATER QUANTITY CONTROL
DRAINAGE
ANALYSIS POINT A
AREA
(CN)
Q1
Q10
Q100
(Acres)
PRE -DEVELOPMENT
28.94
84
79.91
184.09
307.47
NOTE: POST -DEVELOPMENT FLOW IS LESS THAN PRE -DEVELOPMENT FLOW AT ANALYSIS POINT.
REFER TO CALCULATION BOOKLET FOR ADDITIONAL INFORMATION.
PRE -DEVELOPMENT IMPERVIOUS AREA AND WATER QUALITY TREATMENT
EXISTING IMPERVIOUS
DRAINAGE AREA
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Revisions
No.
Date
Project Number: 1711-B
Date: 2019 DEC. 04
Drawn by: FS
PRE -DEVELOPMENT
STORMWATER
MANAGEMENT PLAN
Sheet Number:
■

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POST -DEVELOPMENT STORMWATER QUALITY CONTROL
PRE -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 7.10 ±ACRES
POST -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 17.30 ± ACRES
IMPERVIOUS AREA REQUIRED TO BE TREATED = 10.20 ±ACRES
IMPERVIOUS AREA TO BE TREATED = 12.71 ±ACRES (WET DETENTION)
IMPERVIOUS AREA OVERTREATED = 2.51 ± ACRES
POST -DEVELOPMENT STORMWATER QUANTITY CONTROL
DRAINAGE
ANALYSIS POINT A
AREA
(CN)
Q1
Q10
Q100
(Acres)
POST -DEVELOPMENT
14.20
85
40.91
92.24
152.67
Al (BYPASS)
POST -DEVELOPMENT
16.63
92
21.19
42.64
46.44
A2 (BMP)
POST -DEVELOPMENT
30.83
50.14
133.06
196.48
A (COMBINED)
NOTE: POST -DEVELOPMENT FLOW IS LESS THAN PRE -DEVELOPMENT FLOW AT ANALYSIS POINT.
REFER TO CALCULATION BOOKLET FOR ADDITIONAL INFORMATION.
POST -DEVELOPMENT IMPERVIOUS AREA AND WATER QUALITY TREATMENT
EXISTING IMPERVIOUS TO REMAIN (BYPASS)
PROPOSED IMPERVIOUS (BYPASS)
POST -DEVELOPMENT IMPERVIOUS TREATED IN BMP
DRAINAGE AREA
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02
Revisions
No.
Date
Project Number: 1711-B
Date: 2019 DEC. 04
Drawn by: FS
POST -DEVELOPMENT
STORMWATER
MANAGEMENT PLAN
Sheet Number:
■

Environmental Maps
USGS Quad Map
NRCS Soil Map
FEMA Flood Map

IS USGS
science for a changing world
81 *45'
35*45'
39560"
42':
40'
700
F
35°37'3
81*45'
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery ..................................................NAIP, June 2014
Roads ................................ U.S. Census Bureau, 2015 - 2016
Names..........................................................GNIS, 2016
Hydrography ....................National Hydrography Dataset, 2014
Contours............................National Elevation Dataset, 2008
Boundaries ............ Multiple sources; see metadata file 1972 - 2016
Wetlands ......... FWS National Wetlands Inventory 1977 - 2014
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
The National Map
USTopo
42'30" 40'
42'30"
* SCALE 1:24 000
N. 1 0.5 0 KILOMETERS 1 2
7' 9 1000 500 0 METERS 1000 2000
127 MILS
0= 24- 1 0.5 0 1
7 MILS MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
UTM GRID AND 201 A MAGNETIC NORTH FEET
DECLINATION AT CENTER OF SHEET
U.S. National Grid CONTOUR INTERVAL 40 FEET
100,000-m Square ID NORTH AMERICAN VERTICAL DATUM OF 1988
My This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.19
Grid Zone Designation
17S
40'
MORGANTON SOUTH QUADRANGLE
NORTH CAROLINA-BURKE CO.
7.5-MINUTE SERIES
81°37'30"
35*45'
56
55
54
;0 000
:ET
53
52
42'30"
51
50
49
48
40'
47
46
45
'44
1430OOm N
35°37'30"
`" ` 81°37'30"
ROAD CLASSIFICATION
NORTH Expressway Local Connector
CAROLIN
■ Secondary Hwy Local Road
Ramp 4WD
. Interstate Route C3 US Route O State Route
QUADRANGLE LOCATION
1 Oak Hill
1 2 3 2 Morganton North
3 Drexel
4 5 4 Glen Alpine
5 Valdese
6 Dysartsville
6 7 8 7 Benn Knob
8 Casar
ADJOINING QUADRANGLES
MORGANTON SOUTH, NC
2016

350 45'(
395301
350 42'c
350 40'C
394301
350 37'3
UNITED STATES
DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
810 45' 00"
432000m E 433 434
432000-E 433
81045'00"
This soil survey was compiled by the U.S. Department of
Agriculture, Natural Resources Conservation Service.
Base maps are orthophotographs prepared by the U.S.
Department of Interior, Geological Survey, from 1993-1994
aerial photography. Hydrography and culture information were
acquired from Natural Resources Conservation Service. The
hydrography and cultural information were edited to conform
with features represented on the publication orthophotography
and to enhance the clarity of the soils information.
North American Datum of 1983 (NAD83). GRS-80 Spheroid
1000-meter ticks: Universal Transverse Mercator, zone 17.
Coordinate grid ticks and land division data, if shown, are
approximately positioned. Digital data are available for
this quadrangle.
810 42' 30" 810 40'00"
435 436 437 438 439 440 441
434 435
QUADRANGLE LOCATION
436 437 438 439 440
810 42'30" 810 40'00"
SCALE 1:24000
1 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000
FEET
1 0 1
441
5 OAK HILL
6 MORGANTON NORTH
7 DREXEL
11 GLEN ALPINE
13 VALDESE
15 DYSARTSVILLE
16 BENN KNOB
17 CASAR
KILOMETERS INDEX TO ADJOINING 7.5 MAPS
5
6
7
11
13
15
16
17
BURKE COUNTY, NORTH CAROLINA
MORGANTON SOUTH QUADRANGLE
SHEET NUMBER 12 OF 18
810 37' 30"
442000m E 443
35045'00"
3956
3955
3954
3958000-N
3952
350 42'30"
3951
3950
3949
3948
350 40'00"
3946
3945
3944
3943000-N
350 37'30"
442000-E 443
810 37'30"
MORGANTON SOUTH, NORTH CAROLINA
7.5 MINUTE SERIES
SHEET NUMBER 12OF18
Soil map delineations extending beyond the dashed
white quadrangle neatline are for reference only and
are included on adjacent map sheets.

National Flood Hazard Layer FI RMette
O FEMA
Legend
35°40'58.45"N
0 250 500 1,000 1,500 2,000
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD With BFE or Depth zone AE, AD, AH, VE, AR
HAZARD AREAS Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone
Future Conditions 1% Annual
Chance Flood Hazard zonex
III, Area with Reduced Flood Risk due to
)THEIR AREAS OF Levee. See Notes. zone
FLOOD HAZARD FA d' Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zonex
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL ---- Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIIII Levee, Dike, or Floodwall
e zo.s Cross Sections with 1% Annual Chance
17•5 Water Surface Elevation
o- — — Coastal Transect
—513— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
-- --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
❑ Digital Data Available N
0 No Digital Data Available
MAP PANELS ® Unmapped
p The pin displayed on the map is an approximate
T point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 9/27/2018 at 5:49:34 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

Property Deed

No. BB —RECORD OF DEEDS
STATE OF NORTH CAROLINA
COUNTY OF BUMM
TEUS DEED, ?lade this the lat, day of September. A.D., 1945, by Ben X. Leonard and wife,
EvIa Leonard, of Burke County, State of North Carolina, parties ofthn First part, to
The State Hospital at Morganton, a Departmental Corporation of the State of North
Carolina. party of the second part:
W I T N R B 8 E T H r
THAT TER SAID PANTIL'S OP THE FIRST PART, in oonaiderationaf the Sum'of Sixteen Thousand
Dollars, to them paid by the pety of the Sam nd part, the receipt of Which is hereby
acknowledged, have bargained and sold and by these presents do bargain, sell and convey
unto the said party of the Seo aid part, its suceeesors and asaigns, all those certain
traeta or parcels of land lying and being in Morganton Ttirnahip, Durke County, State of
North Carolina, adjoining the lands of S,W. Roylar, Shuping and others and bounded
as follows: viz
FIRST TRACTr
a Chestnut sapling, now a eboatnut stump, the ❑rglnal corner of
the.old-aurvep, sod, runs North 42 degrees Wast, [non North 40 deg. Wost) 1700
feet to,a stake in the ❑reek= Usnoo down the meandera of the Croak the. XDllonieg
courses and distances; North 35 dogr000 Beset, 200 feet; North 45 degrees East,
165 feet, to the Mouthy of a small branch; thence up the meanders of the shall
branch the follaeing coursoa and dIatanoee; North 80 degree Pleat, 140 Peet,
North 16 ddgraes, West, 06 feet; North 63 degrees West, 120 feet,• North 77
degrees, Went, 115 foot; South 75 degrees Waist 60 feet; North 66 degraeo West,
159 feet to a stake In road, over bri4p; thence North 57 degrees best 110
feet; thence North 26 degrees West, 100 feet; thence North 70 degrees West,
100 fast; thonca North 60 degroos West.90 feet; thence North 48 degrees hest
100 £eat• thence North 31 degrees West 139 feet; tbonca North 44 degrees
Want, 15� feet; thence North 54 degrees Wo st, 1Z4 Peet to a -stake ip o-.Sna11
branch on or in the old line; thence North 42 degrees East {now. North 45
degrees L4ast), to Shuping line, 987 feet to a atone; 3hupingls comer- thence .
same course North 45 de oes East to Carswell's line, 380 feet to an Iron pipe;
the old corner; thence North 70 degrees East with Carsuell}a line. 276 feeE
to a stake and pointers,• old ljatt and Carswell, oorner; thence South 71 desg.
East with the old marked line, 4106 feet to a atone, the old corner; thanoe
South where the old m rner, stood; thence North 88 d egroea Wast 4375 feet to
the BEGINNIND ---Containing 309 acres, more or least
Being the same land conveyed by W.R.Uullis to B.d.Loonerd, by dead dated
September, 20th, 1943, andragistorad in Office of Register of beads of Burke
0ounty, In Book No. 57, page 123; also name land by B.M. Leonard and wifo,
Eula Leonard to W.R. Mullis by deed dated Ap2-11, 22nd., 1943, and registered
in Book No. 57, page 14, Also being same land conveyed by Charles T. Leonard
and rife, Minnia Leonard to B.H. Leonard and wire, Eula Leonard by deed dated
November, 11th, 1942. and registered in Book No. 54, Page 553--�urther reference
is made to the chain of title set out in the above referred oonvoyannast
SECOND TRACTr
o a Maple at the head of a d ltah, the old corner, and runs South
15 degrees West with the line of Lot 'a
lloe, 3, and 4, 300 foot to a stakel thence
South 70 degrees 30 Minutes East with the line -if Lot No. 3, 558 feet to a stake,
In the creek; thence up the meanders of the creek the folloeing couraee and
distances; South 6 degrees 30 Minutes West, 165 foot; South 42 degrees Mat,
1i18 feet; South 47 degrees West, !}83 feet; South 67 dogrooa Vest, 100 feet,
Nortb 75 degrees Went, 90 feat; South 15 degreeg Wast, 135 feet to a ild pho-tu
tree, the Northwest corner of lot No. 5; thence North 71 degrees 'Teat with the
old marked line, 2050 feet to a stale In the edge of the field; thence North
71 degrees East, vdth the old line, 21}67 feet to the point of BEGM, INO
Containing 46 acres, more or 1083t--Balne the same tract of land conveyed byS.
W. Royler, Ouardian for Va being -ale Caroviall Hale, to Ben Lcarts of Lot Honard, deed dated
2nd. dap of September, 1yM and Lot 16. , and 6pas.��, and
J, as oat out in R� port of Commineionore in Special Proceeding re—oraeq n Book
Number 20, of gpeofal, proceedings Pages 5, to 15, to :which referance in madet
STAMP: $2q.60
TO HAVE AND To ROTD, the aforesaid tracts or parcels of i8nd,and all privileges and
appurtenances thoraunto belonging, to it, the said party of tba second part, its
successors and assigns feravert
And the parties of the First part covenant with the party of the second part that they
are seized of said premises in fee and have the right to convey the same in fee simple;
that the same are free from all encumbrances; and that they will warrant and defend
the title to the same against the claims of al -I persons whomsoever,
IN TESTIMONY ''';iTLFCOF', the said parties of the first part have hereunto set their bands
apd.seala, the day and year first above written:
Ben U. Leonard SEAT
Eula Leonard SEAL

92
No. 66—RECORD OF DEEDS
NORTH CAROLINA
BURKE COUNTY
I, 7.F.Bowers, Clerk Superior Court of Surka Cvun y, N.C., do hereby certify that Ben
M. Leonard and Eula Leonard, his wife, pereonally appeared beforo me this day and
aoknowladged the due exenution of the foregoing d ad of conveyance. Let the insturment,
together with the certificate, be registeredr
WITNESS, My hand, this the Is t, day of September, 11945:
i
i S.F.Bowers
Qlar'k bUperior 15ourt, ur a. .a.
Filed for registration the 8th. day of September, 1945, at 11:30 AM, and registered
this the llth. day of September, 1945, at 1:30 PM
S TER OF bs
NORTH CAROLINA
$IJ COUNTY
THIS EED, Made this the 31st, day of August, 194% by O.Lee Horton, and wife, Mozelle
K. H.
ton, of Parke County, State of North Caroli , parties of the First pert, to Ben
M. Leo rd, of Burke County, State of North CarOli a, part of the Second part:
W I T N E S S E T H: 1
THAT 71,1.EAS, On January, 17th, 1941, Paul M- D le
D. Lee Horton, Truatee the land hereinafter deecr
recorded in roe ffo. 49, page 139, in office of Re
that thereafter d on same day 0. Lee Horton conv
Carswell Dale, whi h eaid deed is recorded in Book
of Deeds, and that either of said deeds set out a
to perform and that wife of the said O.Lee Nor
conveyance, as afores d, and some question has be
dower, and whereas, t eaid parties of the First
in or to said lands by ■eon of the matters and t
matter whatsoever:
and wife, Vas sie
Dale, eonveyed to
bed and other land, w eh dead in
;later of Deeds for a County, and
�ed the same Lands t Vassie
}6, Page 140, Offio of Register
,y powers and dutl for said trustee
on did not join the said
n raised as to r inchoate right of
,art, claim no ht, title or interei
zings set out ova, or in any other
NOW, THEREFORE, the psrtiaa of the Fi*rat part, for ardin con ""ration of the sum of
one dollar, to them in hand id , the racelpt oP hioh 1. ereby aoknowledged, have
remised and released and by t ee presents do remi /ato
l se, and forever quitclaim
unto the party of the Second p and his heirs an all right, title , claim
andinterest of the said partIe ofthefirst part a certain tract or pereel
of land lying and being in the ty of Burke andNorth Carolina, in Margantor
Township, and adjoinimg the ]and of S.W.Hoyle,ard, and others, and bounded
go follows:
13B3INNINO, On a wild CherXEast,
on bank fearner of Lot No. 5, and h nee wi tcourses and distances; Noree Eaiseat, 90 feet; North 76 dst, feetfeet; North 112 deg. East et; rth 8to a stake in line of Aot; t 0e wit70 dog.30 Mia. West 558t a s eke ithe line of Lot No. t, Sodeg. at,BEGINNING;a and containacres, morBeing pare of Lot No. 4.ot No. 5, of"Vassie Carswell Dale, ets. Charli CBook of Special Proceedin20, Page 6
the Creek, tha Northwest
a creek the following
t 135 feet; South 75 deg.
North 47 deg. East 483
eg. 30 Min. Saab, 195 feet
the line of Lot NR. 3, North
line of lot No. 61 thonce with
200 feet to the ppint of
or less:
Special Prodeeding , entitled
rswell at al. s Recorded in
TO HAVE AND TO HOLD , the afo said '.tract or parse of land and all privileges them unt
belonging to him the said pa y of the Second part and his heirs and assigns free and
discharged from all right, itle, claim, or lntare of the said parties of the First
part, or any one alaimin y, through or under them -
IN TESTIMONY 74HEREOF, id parties of the First as t, ve hereunto set their hands and
Seale , the day and ar first above written:
0 Lee Horton SEAL
Moz&ile K. Horton g'
NORTH CARD A
BU RKE CO
I, J.F wera, Clerk of the Superior Court of Ber a County, do roby certify, that
Q.Lee Orton, and Mozelle K.Horton, his wife. per Onally appeare before me this day
and cknowledged the due execution of the S Pogo�,t,,a,'a,'1g,.,,nnoxed de d of conveyance for
th pur;oses therein expressed. Let the inaturme ther with by certificate, be
r istered - Witness 241 hand , this the 10th. dayof September, 194 :
S.F.Bowere_,
Clerk Superior Court, Burge Co.

Frank Slinsky
From: Smith, Mike M <[e-mail]>
Sent: Wednesday, November 14, 2018 11:30 AM
To: Frank Slinsky
Cc: Aiken, Stan E
Subject: RE: [External] FRO Form Signature and Letter of Consent
Frank,
After reviewing the correspondence below and although the State Hospital remains the deeded owner of the property
(1945), there is no need for a letter of consent from DHHS. Clearly, the use of this property has been allocated from
DHHS to the North Carolina Department of Public Safety (NCDPS, 1969) and then from (NCDPS) to the North Carolina
National Guard (NCNG, 2018) for use as a Regional Readiness Center. This correspondence will serve as the original
owner's consent form.
On line 9 of the Financial Responsibility Form (FRO) required for the erosion and sediment control plan submittal, I
recommend leaving the State Hospital listed as the owner of the property as it now appears on the form.
A signed authorization to disturb will be required from North Carolina National Guard for the Financially Responsible
Party (the company who performs the work) to (1) submit an erosion and sediment control plan, and (2) to conduct the
land disturbing activity.
Thank you for the time and effort spent obtaining this information.
Michael Smith
Assistant Regional Engineer
Land Quality Section
North Carolina Department of Environmental Quality
828 296-4500 main
828 296-4621 office
m ichaei. sm ith@ ncd en r. gov_
2090 US70 Highway
Swannanoa, NC 28778-8211
h 01- - -- .
'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Frank Slinsky <[e-mail]>
Sent: Wednesday, November 14, 2018 9:04 AM
To: Smith, Mike M <[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent

Mike,
This is in reference to the NCNG Morganton projects we discussed of which you are reviewing Phase 1 of the project.
See correspondence below. I also attached the deed for the project. I assume we do not need a letter of consent from the
DHHS now? This issue seems to have gone to the top with regards to State properties.
If nothing else, maybe these emails can serve as their consent?
Thanks.
Sincerely,
Frank Slinsky, PE, LEED AP
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 Raleigh, NC 27607
Office: 919.866.4505 1 Fax: [phone]
Mobile: [phone] frank.slinsky(a7timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Krotoszynski, David<[e-mail]>
Sent: Wednesday, November 14, 2018 8:51 AM
To: Frank Slinsky <[e-mail]>
Cc: Hoff, Luke <[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent
Morning Frank,
The NC Department of Administration, State Property Office, has confirmed that the DHHS has no role nor need to
participate with the planned DPS project along 5161 Western Avenue, Morganton.
Regards,
David Krotoszynski
Chief— Property Acquisition, Disposition & Risk Management
Division of Property and Construction
North Carolina Department of Health and Human Services
919 855 4872 office
919 733 5711 fax
David. krotosrvnskir2a dhhs.nc.aov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Entail correspondence to and from this address is subject to the
North Carolina public Records Law and may be disclosed to third parties,

Twitter YouTube
Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State procurement
effort, is prohibited by law. Ifyou have received this e-mail in error, please notify the sender immediately and delete all records ofthis e-mail.
From: Moser, Mike
Sent: Tuesday, November 13, 2018 11:00 AM
To: Cox, John <iohn.cox doa.nc. ov>; Krotoszynski, David <david.krotosz nski dhhs.nc. ov>
Subject: RE: [External] FRO Form Signature and Letter of Consent
David,
You are correct, this property was allocated to DPS in 1969 and they have complete control.
Mike
Mike Moser
General Real Estate Manager
State Property Office
Department of Administration
116 West Jones Street
Raleigh, NC 27603
919 807 4680 office
mike. moser doa.nc. gov
NC Department of Administration
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Cox, John
Sent: Tuesday, November 13, 2018 8:19 AM
To: Krotoszynski, David<[e-mail]>
Cc: Moser, Mike <[e-mail]>
Subject: FW: [External] FRO Form Signature and Letter of Consent
David;
I am forwarding your request for verification to Mike Moser the Manager of General Real Estate.
Thank you,
John

John Cox
Facilities Information Section Manager
State Property Office
NC Department of Administration
[phone] office
J_o_h n. Cox@doa. nc.gov
1321 Mail Service Center
Raleigh,NC 27699-1321
Ell
NC Department of Administration
z
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Krotoszynski, David
Sent: Tuesday, November 6, 2018 11:27 AM
To: Cox, John <[e-mail]>
Cc: Mulligan, Jeff <[e-mail]>; Hoff, Luke <luke.hoff dhhs.nc. ov>
Subject: FW: [External] FRO Form Signature and Letter of Consent
Morning John,
The DHHS Division of Property and Construction was contacted in regards to a DPS NC National Guard construction
project. Please review the forwarded email thread along with the attachments and supply your office's opinion on the
issue.
In review of the parcel at 5161 Western Avenue, Morganton, via Google Earth, DPS has two (2) facilities in operation on
the parcel in question. The reallocation between DHHS and DPS occurred in February 1969, see plat and deed PDF, and
the issue seems to be a listing error at the Burke County Register of Deeds GIS that lists the State Hospital.
DHHS is of the mind, that the reallocation occurred in 1969 and that DPS is the steward of the property since full
execution which would lead the DHHS no role in the upcoming construction project or required documentation.
Regards,
David Krotoszynski
Chief— Property Acquisition, Disposition & Risk Management
Division of Property and Construction
North Carolina Department of Health and Human Services
919 855 4872 office
919 733 5711 fax
[e-mail]
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Entail correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
4

Twitter YouTube
Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State procurement
effort, is prohibited by law, Ifyou have received this e-mail in error, please notify the sender immediately and delete all records of this e-mail.
From: Frank Slinsky <[e-mail]>
Sent: Tuesday, November 6, 2018 10:59 AM
To: Krotoszynski, David<[e-mail]>
Cc: Hoff, Luke <luke.hflff@d_hhs.nc.gov>
Subject: RE: [External] FRO Form Signature and Letter of Consent
Yes sir, attached are overall plans of both projects occurring on the DoC portion of the site. Phase 1 has been approved
for Bidding by the NCSCO and will be advertised this Sunday November 11, 2018 and Phase 2 is the DID review process
at the NCSCO. Phase 2 will begin after Phase 1 is close out.
I also attached the document from February of 1969 where 97 acres of this site were allocated from the State Hospital for
use by the Department of Corrections. In April of 2018, 85.6 acres were transferred intra-agency by mutual consent
between the Adult Corrections and Juvenile Justice (ACJJ) and the North Carolina National Guard (NCNG).
Hope that helps. Thank you!
Sincerely,
Frank Slinsky, PE, LEED AP
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 Raleigh, NC 27607
Office: 919.866.4505 Fax: [phone]
Mobile:[phone] frank. slinsky(5-timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Krotoszynski, David <david.krotoszynskiC&dhhs.nc.gov>
Sent: Tuesday, November 06, 2018 10:27 AM
To: Frank Slinsky <[e-mail]>
Cc: Hoff, Luke <[e-mail]>
Subject: RE: [External] FRO Form Signature and Letter of Consent
Morning Frank,
In the review process, it would be quite helpful to have a schematic of the proposed construction project in order to
better understand the entire situation. Could your office please provide a project schematic via email?
Thank You,
David Krotoszynski
Chief— Property Acquisition, Disposition & Risk Management
Division of Property and Construction
North Carolina Department of Health and Human Services

919 855 4872 office
919 733 5711 fax
David, krcitoszv n sk i (.d hh s.nc. gov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Twitter YouTube
Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State procurement
effort, is prohibited by law. If you have received this e-mail in error, please notify the sender immediately and delete all records of this e-mail
From: Hoff, Luke
Sent: Monday, November 5, 2018 1:50 PM
To: Krotoszynski, David<david.krotoszynskiC)dhhs.nc.gov>
Cc: Axtman, Rodney <rodne .axtman dhhs.nc. ov>
Subject: FW: [External] FRO Form Signature and Letter of Consent
David:
Please verify that the attached site is the financial responsibility of DHHS. If so, then should Landowner(s) of Record be
revised from State Hospital (at Morganton) to the NC DHHS on the attached Financial Responsibility Form? Any issues
with the attached forms and me signing them?
Luke
Luke O. Hoff, P.E.
Director
Division of Property and Construction
North Carolina Department of Health and Human Services
919 855 4870 office
919 618 7553 mobile
919 733 5711 fax
luke.hoff dhhs.nc. ov
2104 Umstead Drive
3026 Mail Service Center
Raleigh, NC 27699-3026
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Twitter YouTube
Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing State
procurement effort, is prohibited by law. If you have received this e-mail in error, please notify the sender immediately and delete all records of this e-mail.
From: Frank Slinsky <[e-mail]>
Sent: Monday, November 5, 2018 1:07 PM

To: Hoff, Luke <luke_hoff0dhhs.nc.gov>
Subject: [External] FRO Form Signature and Letter of Consent
Mr. Hoff,
I am working on site plans for the DPS North Carolina National Guard and the DPS Dept of Corrections on the State
Hospital site located at 5161 Western Avenue, Morganton NC 28655. Construction Plans for the project were approved by
the NC State Construction Office and they will be distributed for Public Bid this Sunday Nov 11, 2018.
According to Burke County GIS and the attached deed provided by DPS, the site is currently owned by the State Hospital
and in February of 1969 State Hospital allocated this portion of the site to the Department of Corrections for their use.
For plan approval NCDEQ plan reviewer is asking that you all:
1) sign / notarize the attached Financial Responsibility / Ownership form as land owner (State Hospital)
Part B. bottom of Page.
2) put the attached letter on your letterhead and sign it.
We apologize for the short notice of this request as it was just brought to our attention. I would be happy to meet you with
the forms at your convenience as we would like to finalize the review process with the DEQ this week prior to bidding if
possible. Thank you for your assistance and please call with any questions.
Sincerely,
Frank Slinsky, PE, LEED AP
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 Raleigh, NC 27607
Office: 919.866.4505 Fax: [phone]
Mobile:[phone] frank. slinskyCc�timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized State
official. Unauthorized disclosure of juvenile, health, legally privileged, or otherwise confidential information, including confidential information relating to an ongoing
State procurement effort, is prohibited by law. If you have received this email in error, please notify the sender immediately and delete all records of this email.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Stormwater Management Permit
Application (copy)

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
NCNG Morganton Regional Readiness Center
2. Location of Project (street address):
Western Avenue
City:Mor ag nton
County:Burke
3. Directions to project (from nearest major intersection):
Zip:27607
At Salem Road and Burkemont Road, turn south onto Burkmont Road. In 1 mile turn left onto Western
Avenue. The oroiect is located at the end of Western Avenue in anoroximately 1 mile.
4. Latitude:35° 40' 45" N Longitude:81° 40' 57" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numbern/a , its issue date (if known)n/a , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, n/a and the previous name of the project, if different than currently
proposed, n/a
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 35 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:North Carolina National Guard
Signing Official & Title:LTC Rodney D. Newton
b. Contact information for person listed in item 1a above:
Street Address:1636 Gold Star Drive
City:Ralei
State:NC
Zip:27607
Mailing Address (if applicablc):1636 Gold Star Drive
City:Raleigh State:NC Zip:27607
Phone: (919 ) 345-6137 Fax: ( ) n/a
Email:[e-mail]
Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization: n /a
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #: ( )
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated in a new constructed wet pond SCM.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the South Fork Catawba River basin.
4. Total Property Area: 543.29 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 6.85 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':536.44 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MH1O line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 5.13
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area A
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Hunting Creek
Stream Class *
C
Stream Index Number
11-36-(0.3)
Total Drainage Area (sf)
1,148,532
On -site Drainage Area (sf)
1,148,532
Off -site Drainage Area (sf)
194,423
Proposed Impervious Area** (sf)
666,136
Impervious Area** (total)
50%
Impervious— Surface Area
Drainage Area A
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
124,547
On -site Streets (sf)
32200
On -site Parking (sf)
440,132
On -site Sidewalks (sf)
49,488
Other on -site (sf)
3,413
Future (sf)
16,357
Off -site (sf)
53725
Existing BUA*** (sf)
87379
Total (sf):
807241
* Stream Class and Index Number can be determined at: http:,&ortal.ncdenr.or /wg eb/wq&s/csu/classifications
Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing B UA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Protects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per I5A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http:/ /portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: " Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-
stormwater-forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Francis Slinsky, PE
Consulting Firm: Timmons Group
Mailing Address:5410 Trinity Road
City:Raleigh
Phone: (919 ) 866-4505
Email:frank. slinsky@timmons. com
State:NC Zip:27607
Fax: (919 ) 859-5663
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the Iegal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMI.R inunediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater heatrnent facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (pi•i"t or pipe "ante of person listed in Contact Information, itenl le) ` 0,1n e _), A f Q y�-o ,,
certify that the information included on this permit application form is, to the beseof my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded„ and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: • . --ft-1 Date: -7lYl AP- Z o 19
I, _ l ►'L, Cj� �+2 L &P e , a Notary Public for the State of 12u r L Gro b n <, , County of
c, K. do hereby certify that rbc r n personally appeared
before me this day of HN-C .and acknowledge the due exec on of the application for
hand and official seal,
a stormwater permit. Witness my
�
G1 i Y t ()0 f.
Notary Public
Wake
County
My Comm. Exp.
2 01-28-2023 T a
ICAp;p,���'`
SEAL
My commission expires 01 l 2 � 12 u -;
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Design Calculations
Wet Pond Sizing
Pre -Post Development Hydraulic Routing
Outlet Protection Calculations
Wet Pond Supplement EZ
Operations and Maintenance EZ

11-Feb-20
NCNG
NC
L
TIMMONS GROUP
Drainage Area, (DA) =
17.13 ac
11 Pre= 4.6 in/hr
Impervious Area c=0.95
13.09 ac
CcPre= 0.52
Pervious Area c= 0.30
4.04 ac
Q1 Pre= 40.97 cfs
Cc =
0.80
11 Post= 4.6 in/hr
CN=
92.0
Q1 Post= 62.78 cfs
Permanent Water Quality Pool
% Impervious =
76.4 %
Permanent Pool Design Depth =
3.00 ft
SA / DA Ratio =
2.77
(from Tbl. 1.1)
Required Surface Area =
20,692 sf
Permanent Pool Volume Req.=
62,076 cf
Temporary Water Quality Pool
Design Storm Rainfall
1.00 in
(Typically 1-in)
Runoff Coeff. (Rv = 0.05 + 0.009 (% Imperv.)) =
0.74 in/in
Required Volume (design rainfall)(Rv)(DA) =
45,874.13 cf
Surface Area Provided:
Permanent Pool Max. Depth =
Area of Pond Bottom (Above PSS) _
Area Bottom of Shelf=
Area of Permanent Pool=
Area Top of Shelf=
Perm. Pool Volume Provided=
Avg. Perm. Pool Depth Provided (Eq. 2)=
Surface Area at 1" Storage Volume=
4.50 ft
11,663 sf
19,192 sf
21,548 sf
21,548 sf
71,664 cf
3.33 ft
32.107 sf
(EL= 1197.0)
(EL= 1201.0)
(EL= 1201.0)
(EL= 1202.0)
> 62,076 OK
> 3.00 OK
(EL= 1203.1)
1" Storage Volume Provided=
45,890 cf > 45,874 OK
Temp. Storage Depth above Dewatering Hole =
1.60 ft
Diameter of Dewatering Hole =
3.50 in
Detention (Draw -Down) Time =
2.4 days (2-5 days Required)
T days=(Temp. Storage Vol Req / (0.6' A(2'g'(h))11/2)'
86400
(where h = one third temp. storage depth measured to
centroid of orifice)
Max Drawdow Rate=
0.39 cfs
Permanent Pool Volume=
71,664 cf > 62,076 OK
Forebay Volume Required =
14,333 cf
Forebay Volume Provided =
11,876 cf
16.6 %
Tahle 1 1
SA / DA Ratios 85 % TSS efficiency
Permanent Pool Depth
(ft)
% Impervious
3.0
4.0
5.0
6.0
10
0.51
0.43
0.37
0.30
20
0.84
0.69
0.61
0.51
30
1.17
0.94
0.84
0.72
40
1.51
1.24
1.09
0.91
50
1.79
1.51
1.31
1.13
60
2.09
1.77
1.49
1.31
70
2.51
2.09
1.80
1.56
80
2.92
2.41
2.07
1.82
90
3.25
2.64
2.31
2.04
s:\1319\0001\talcs\PondSize-Wet Pond-piedmont-90 tss printed: 2/11/2020 2:01 PM Page 1 of 2

Main Pool Permanent Pool Volume
Stage (ft) Elevation Area (sf)
Storage (cf)
-4.00 1197.00
11,663
Top of Sed. Stor. in Main Pond
-3.00 1198.00
13,476
12,570
-2.00 1199.00
15,333
26,974
-1.00 1200.00
17,242
43,262
0.00 1201.00
19,192
61,479
Inside of Shelf Elev.
0.50 1201.50
21,548
71,664
Normal Pool Elev.
Outside of Shelf Elev.
Forebay Volume
Stage (ft) Elevation Area (sf)
Storage (cf)
-4.50 1197.00
753
0
Top of Sed. Stor. in Forebay
-4.00 1197.50
1,291
511
-3.50 1198.00
1,828
1,291
ssm
-3.00 1198.50
2,136
2,282
-2.50 1199.00
2,444
3,427
-2.00 1199.50
2,792
4,736
-1.50 1200.00
3,140
6,219
-1.00 1200.50
3,514
7,882
-0.50 1201.00
3,887
9,732
Inside of Shelf Elev.
0.00 1201.50
4,687
11,876
Normal Pool Elev.
Total Pond Stage / Storage Detail
0.00 1201.50
26,296
0
Normal Pool Elev.
0.50 1202
29,027
13830.75
1.50 1203
31,814
44251.25
Water Quality Elevation
2.50 1204
34658
60158.25
3.50 1205
37559
45889.671
Anti -Floatation
Invert of Riser:
1,196.00 ft
Crest of Riser:
1,203.10 ft
Inside Width of Riser
4.00 ft
Inside Length of Riser:
4.00 ft
Riser Wall Thickness:
8.00 in
Volume of Riser:
201.96 cf
Volume of Riser Walls:
88.36 cf
Weight of Concrete:
150 Ibs/cf
Buoyancy Force:
62.4 Ibs/cf
Weight of Riser Walls:
13,253 lbs
Buoyancy Force of Riser:
12,602 lbs
Weight of Riser minus Buoyancy Force
651 lbs
Width of Anchor extension
6 in
Thickness of Anchor extension
6 in
Weight of Water acting on anchor extension
5169 lbs
Weight of extension required (concrete)
None lbs
Safety Factor (SF)
1.3
Weight of extension required with SF
0 lbs
Anchor Length:
6.33 ft
Anchor Width:
6.33 ft
Volume of Anchor:
20 cf
Weight of Proposed Anchor
3008 lbs
Is Anchor sufficient?
YES
Total Downward Force:
21,430 lbs
Total Boyancy Force:
12,602 lbs
Total Safety Factor:
1.7
s:\1319\0001\calcs\PondSize-Wet Pond-piedmont-90 tss printed: 2/11/2020 2:01 PM Page 2 of 2

1
Watershed Model SchematicHydraflowHydrographs Extension forAutodesk0 Civil 3DO2019 byAutodesk, Inc. v2019.2
1 2 3
lope
Leaend
Hvd. Origin Description
1 SCS Runoff Pre Development
2 SCS Runoff Post Development -Bypass
3 SCS Runoff Post Development-BMP
4 Reservoir BMP Routing
5 Combine Post Development -Total
Project: Pre -post calcs with helipad.gpw Tuesday, 02 / 11 / 2020

Hydraflow Table of Contents
Pre -post calcs with helipad.gpw
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Watershed Model Schematic...................................................................................... 1
Hydrograph Return Period Recap............................................................................. 2
Year
SummaryReport......................................................................................................................... 3
HydrographReports................................................................................................................... 4
Hydrograph No. 1, SCS Runoff, Pre Development.................................................................. 4
Hydrograph No. 2, SCS Runoff, Post Development -Bypass .................................................... 5
Hydrograph No. 3, SCS Runoff, Post Development-BMP........................................................ 6
Hydrograph No. 4, Reservoir, BMP Routing............................................................................. 7
PondReport - Wet Pond...................................................................................................... 8
Hydrograph No. 5, Combine, Post Development-Total............................................................ 9
2 - Year
SummaryReport....................................................................................................................... 10
HydrographReports................................................................................................................. 11
Hydrograph No. 1, SCS Runoff, Pre Development................................................................ 11
Hydrograph No. 2, SCS Runoff, Post Development -Bypass .................................................. 12
Hydrograph No. 3, SCS Runoff, Post Development-BMP...................................................... 13
Hydrograph No. 4, Reservoir, BMP Routing........................................................................... 14
Hydrograph No. 5, Combine, Post Development-Total.......................................................... 15
10 -Year
SummaryReport....................................................................................................................... 16
HydrographReports................................................................................................................. 17
Hydrograph No. 1, SCS Runoff, Pre Development................................................................ 17
Hydrograph No. 2, SCS Runoff, Post Development -Bypass .................................................. 18
Hydrograph No. 3, SCS Runoff, Post Development-BMP...................................................... 19
Hydrograph No. 4, Reservoir, BMP Routing........................................................................... 20
Hydrograph No. 5, Combine, Post Development-Total.......................................................... 21
100 - Year
SummaryReport....................................................................................................................... 22
HydrographReports................................................................................................................. 23
Hydrograph No. 1, SCS Runoff, Pre Development................................................................ 23
Hydrograph No. 2, SCS Runoff, Post Development -Bypass .................................................. 24
Hydrograph No. 3, SCS Runoff, Post Development-BMP...................................................... 25
Hydrograph No. 4, Reservoir, BMP Routing........................................................................... 26
Hydrograph No. 5, Combine, Post Development-Total.......................................................... 27
OFReport.................................................................................................................. 28

Hydrograph Return Period RPFo� y ra Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Hyd.
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No.
type
hyd(s)
Description
(origin)
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
SCS Runoff
------
83.92
111.99
-------
-------
189.21
-------
-------
313.19
Pre Development
2
SCS Runoff
------
40.91
54.59
-------
-------
92.24
-------
-------
152.67
Post Development -Bypass
3
SCS Runoff
------
63.63
80.39
-------
-------
125.26
-------
-------
196.39
Post Development-BMP
4
Reservoir
3
23.16
38.82
-------
-------
42.85
-------
-------
47.56
BMP Routing
5
Combine
2,4
52.25
89.17
-------
-------
133.25
-------
-------
196.70
Post Development -Total
Proj. file: Pre -post calcs with helipad.gpw
Tuesday, 02 / 11 / 2020

Hydrograph Summary Repo rlydraflowHydrographsExtension for AutodeskO Civil 3DO2019byAutodesk,Inc. v2019.2
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
83.92
2
716
170,016
------
------
------
Pre Development
2
SCS Runoff
40.91
2
716
82,878
------
------
------
Post Development -Bypass
3
SCS Runoff
63.63
2
716
134,263
------
------
------
Post Development-BMP
4
Reservoir
23.16
2
724
131,779
3
1203.68
66,330
BMP Routing
5
Combine
52.25
2
718
214,656
2,4
------
------
Post Development -Total
Pre -post calcs with helipad.gpw
Return Period: 1 Year
Tuesday, 02 / 11 / 2020

4
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
= 83.92 cfs
Storm frequency
= 1 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 170,016 cuft
Drainage area
= 29.130 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.15 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(8.300 x 98) + (20.830 x 80)] / 29.130
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
1 1 �1 •1 �:1 •11 1 :�1 •.1 1:1 11 1 ��1
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00

5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 2
Post Development -Bypass
Hydrograph type =
SCS Runoff
Peak discharge
= 40.91 cfs
Storm frequency =
1 yrs
Time to peak
= 716 min
Time interval =
2 min
Hyd. volume
= 82,878 cuft
Drainage area =
14.200 ac
Curve number
= 85*
Basin Slope =
0.0 %
Hydraulic length
= 0 ft
Tc method =
User
Time of conc. (Tc)
= 5.00 min
Total precip. =
3.15 in
Distribution
= Type II
Storm duration =
24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(3.840 x 98) + (10.360 x 80)] / 14.200
Q (cfs)
50.00
40.00
20.00
10.00
Post Development -Bypass
Hyd. No. 2 -- 1 Year
0.00 1 ___J_ '
0 120 240 360 480 600 720 840
— Hyd No. 2
Q (cfs)
50.00
40.00
30.00
20.00
10.00
0.00
960 1080 1200 1320 1440
Time (min)

6
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 3
Post Development-BMP
Hydrograph type
= SCS Runoff
Peak discharge
= 63.63 cfs
Storm frequency
= 1 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 134,263 cuft
Drainage area
= 17.130 ac
Curve number
= 92*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.15 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) _ [(13.090 x 98) + (4.040 x 74)] / 17.130
Post Development-BMP
Q (cfs) Hyd. No. 3 -- 1 Year Q (cfs)
70.00 70.00
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200
— Hyd No. 3 Time (min)

7
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 4
BMP Routing
Hydrograph type
= Reservoir
Peak discharge
= 23.16 cfs
Storm frequency
= 1 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 131,779 cuft
Inflow hyd. No.
= 3 - Post Development-BMP
Max. Elevation
= 1203.68 ft
Reservoir name
= Wet Pond
Max. Storage
= 66,330 cuft
Storage Indication method used.
Q (cfs)
70.00
-1 ••
40.00
20.00
10.00
Q (cfs)
70.00
•• •11
50.00
40.00
30.00
20.00
10.00
0.00 0.00
0 240 480 720 960 1200 1440 1680 1920 2160 2400 2640 2880 3120
Time (min)
— Hyd No. 4 Hyd No. 3 Total storage used = 66,330 cult

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Pond Report
C
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Pond No. 1 - Wet Pond
Pond Data
Contours -User-defined contour areas.
Conic method used for volume
calculation. Begining Elevation = 1201.50 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cuft)
0.00 1201.50
26,296
0
0
0.50 1202.00
29,027
13,824
13,824
1.50 1203.00
31,814
30,407
44,231
2.50 1204.00
34,658
33,223
77,453
3.50 1205.00
37,559
36,095
113,548
4.50 1206.00
40,515
39,024
152,572
5.50 1207.00
43,529
42,009
194,581
6.50 1208.00
46,599
45,051
239,632
Culvert / Orifice Structures
[A]
[B]
[C]
[PrfRsr]
Rise (in)
= 24.00
3.50
Inactive
0.00
Span (in)
= 24.00
3.50
10.00
0.00
No. Barrels
= 1
1
3
0
Invert El. (ft)
= 1196.00
1201.50
1203.30
0.00
Length (ft)
= 50.00
0.00
0.00
0.00
Slope (%)
= 10.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Multi -Stage
= n/a
Yes
Yes
No
Stage (ft)
7.00
AM
AM
4.00
►41I17
M
MIN
Weir Structures
[A]
[B]
[C]
[D]
Crest Len (ft)
= 16.00
10.00
Inactive
0.00
Crest El. (ft)
= 1203.10
1206.50
1205.00
0.00
Weir Coeff.
= 3.33
2.60
3.33
3.33
Weir Type
= 1
Broad
Rect
---
Multi-Stage
= Yes
No
Yes
No
Exfil.(in/hr)
= 0.000 (by Wet area)
TW Elev. (ft)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Discharge
Elev (ft)
1208.50
1207.50
1206.50
1205.50
EW11,16
`W11616 %
1202.50
1201.50
10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00
Total Q Discharge (cfs)

9
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 5
Post Development -Total
Hydrograph type = Combine Peak discharge = 52.25 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 214,656 cuft
Inflow hyds. = 2, 4 Contrib. drain. area = 14.200 ac
Q (cfs)
60.00
40.00
20.00
10.00
Q (cfs)
60.00
50.00
40.00
30.00
20.00
10.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 5 — Hyd No. 2 Hyd No. 4

10
Hydrograph Summary Repo rlydraflowHydrographsExtension for AutodeskO Civil 3DO2019byAutodesk,Inc. v2019.2
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
111.99
2
716
228,647
------
------
------
Pre Development
2
SCS Runoff
54.59
2
716
111,458
------
------
------
Post Development -Bypass
3
SCS Runoff
80.39
2
716
172,182
------
------
------
Post Development-BMP
4
Reservoir
38.82
2
722
169,689
3
1204.02
78,103
BMP Routing
5
Combine
89.17
2
718
281,148
2,4
------
------
Post Development -Total
Pre -post calcs with helipad.gpw
Return Period: 2 Year
Tuesday, 02 / 11 / 2020

Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
= 111.99 cfs
Storm frequency
= 2 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 228,647 cuft
Drainage area
= 29.130 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.83 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(8.300 x 98) + (20.830 x 80)] / 29.130
Q (cfs)
120.00
100.00
40.00
20.00
Pre Development
Hyd. No. 1 -- 2 Year
0.00 ' '
0 120 240 360 480 600 720 840
— Hyd No. 1
Q (cfs)
120.00
100.00
40.00
20.00
0.00
960 1080 1200 1320 1440
Time (min)

12
Hydrograph
Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 2
Post Development -Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 54.59 cfs
Storm frequency
= 2 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 111,458 cuft
Drainage area
= 14.200 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.83 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = [(3.840 x 98) + (10.360 x 80)] / 14.200
Post Development -Bypass
Q (cfs)
Hyd. No. 2 --
2 Year
Q (cfs)
60.00
1
1 1 60.00
111111I1=�MM1111I1I
`111111=�� Z
0.00 ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
— Hyd No. 2 Time (min)

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 3
Post Development-BMP
Hydrograph type
= SCS Runoff
Peak discharge
= 80.39 cfs
Storm frequency
= 2 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 172,182 cuft
Drainage area
= 17.130 all
Curve number
= 92*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.83 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484

14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 4
BMP Routing
Hydrograph type
= Reservoir
Peak discharge
= 38.82 cfs
Storm frequency
= 2 yrs
Time to peak
= 722 min
Time interval
= 2 min
Hyd. volume
= 169,689 cuft
Inflow hyd. No.
= 3 - Post Development-BMP
Max. Elevation
= 1204.02 ft
Reservoir name
= Wet Pond
Max. Storage
= 78,103 cuft
Storage Indication method used.
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
BMP Routing
Hyd. No. 4 -- 2 Year
1 1 �1 •1 �:1 •11 1 :�1 •.1 1:1 11 1 ��1 •1
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00

15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 5
Post Development -Total
Hydrograph type = Combine Peak discharge = 89.17 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 281,148 cuft
Inflow hyds. = 2, 4 Contrib. drain. area = 14.200 ac
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
Post Development -Total
Hyd. No. 5 -- 2 Year
1 1 �1 •1 �:1 •11 1 :�1 •.1 1:1 11 1 ��1 •1
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00

16
Hydrograph Summary Repo rlydraflowHydrographsExtension for AutodeskO Civil 3DO2019byAutodesk,Inc. v2019.2
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
189.21
2
716
395,749
------
------
------
Pre Development
2
SCS Runoff
92.24
2
716
192,916
------
------
------
Post Development -Bypass
3
SCS Runoff
125.26
2
716
276,630
------
------
------
Post Development-BMP
4
Reservoir
42.85
2
724
274,123
3
1205.10
116,964
BMP Routing
5
Combine
133.25
2
716
467,038
2,4
------
------
Post Development -Total
Pre -post calcs with helipad.gpw
Return Period: 10 Year
Tuesday, 02 / 11 / 2020

17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
= 189.21 cfs
Storm frequency
= 10 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 395,749 cuft
Drainage area
= 29.130 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 5.67 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(8.300 x 98) + (20.830 x 80)] / 29.130
Q (cfs)
210.00
180.00
150.00
120.00
Q (cfs)
210.00
180.00
150.00
120.00
30.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320
— Hyd No. 1 Time (min)

18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 2
Post Development -Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 92.24 cfs
Storm frequency
= 10 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 192,916 cuft
Drainage area
= 14.200 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 5.67 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(3.840 x 98) + (10.360 x 80)] / 14.200
Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0 00
0 120 240 360 480 600 720 840 960 1080 1200 1320
Hyd No. 2 Time (min)

19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 3
Post Development-BMP
Hydrograph type
= SCS Runoff
Peak discharge
= 125.26 cfs
Storm frequency
= 10 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 276,630 cuft
Drainage area
= 17.130 ac
Curve number
= 92*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 5.67 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) _ [(13.090 x 98) + (4.040 x 74)] / 17.130
Post Development-BMP
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
140.00 140.00
120.00 120.00
100.00 100.00
80.00 80.00
60.00 60.00
40.00 40.00
20.00 20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200
— Hyd No. 3 Time (min)

20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 4
BMP Routing
Hydrograph type
= Reservoir
Peak discharge
= 42.85 cfs
Storm frequency
= 10 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 274,123 cuft
Inflow hyd. No.
= 3 - Post Development-BMP
Max. Elevation
= 1205.10 ft
Reservoir name
= Wet Pond
Max. Storage
= 116,964 cuft
Storage Indication method used.
Q (cfs)
140.00
120.00
100.00
40.00
20.00
BMP Routing
Hyd. No. 4 -- 10 Year
Q (cfs)
140.00
120.00
100.00
40.00
20.00
0.00 ' 1
' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 4 — Hyd No. 3 Total storage used = 116,964 cult

Hydrograph Report
21
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 5
Post Development -Total
Hydrograph type = Combine
Peak discharge
= 133.25 cfs
Storm frequency = 10 yrs
Time to peak
= 716 min
Time interval = 2 min
Hyd. volume
= 467,038 cuft
Inflow hyds. = 2, 4
Contrib. drain. area
= 14.200 ac
Q (cfs)
140.00
120.00
100.00
40.00
20.00
Q (cfs)
140.00
120.00
100.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 5 — Hyd No. 2 Hyd No. 4

22
Hydrograph Summary Repo rlydraflowHydrographsExtension for AutodeskO Civil 3DO2019byAutodesk,Inc. v2019.2
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
313.19
2
716
676,333
------
------
------
Pre Development
2
SCS Runoff
152.67
2
716
329,692
------
------
------
Post Development -Bypass
3
SCS Runoff
196.39
2
716
446,987
------
------
------
Post Development-BMP
4
Reservoir
47.56
2
724
444,463
3
1206.60
177,689
BMP Routing
5
Combine
196.70
2
716
774,155
2,4
------
------
Post Development -Total
Pre -post calcs with helipad.gpw
Return Period: 100 Year
Tuesday, 02 / 11 / 2020

23
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
= 313.19 cfs
Storm frequency
= 100 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 676,333 cuft
Drainage area
= 29.130 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 8.63 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(8.300 x 98) + (20.830 x 80)] / 29.130
Q (cfs)
320.00
280.00
240.00
200.00
160.00
120.00
40.00
Pre Development
Hyd. No. 1 -- 100 Year
Q (cfs)
320.00
280.00
240.00
200.00
160.00
120.00
40.00
0.00 ' 1 1
' ' ' ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200
— Hyd No. 1 Time (min)

24
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 2
Post Development -Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 152.67 cfs
Storm frequency
= 100 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 329,692 cuft
Drainage area
= 14.200 ac
Curve number
= 85*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 8.63 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(3.840 x 98) + (10.360 x 80)] / 14.200
Q (cfs)
160.00
140.00
120.00
100.00
40.00
20.00
Post Development -Bypass
Hyd. No. 2 -- 100 Year
Q (cfs)
160.00
140.00
120.00
100.00
40.00
20.00
0.00 ' 1 1
' ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200
— Hyd No. 2 Time (min)

25
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Hyd. No. 3
Post Development-BMP
Hydrograph type
= SCS Runoff
Peak discharge
= 196.39 cfs
Storm frequency
= 100 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 446,987 cuft
Drainage area
= 17.130 ac
Curve number
= 92*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 8.63 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) _ [(13.090 x 98) + (4.040 x 74)] / 17.130
Post Development-BMP
Q (cfs) Hyd. No. 3 -- 100 Year Q (cfs)
210.00 210.00
180.00 180.00
150.00 150.00
120.00 120.00
90.00 90.00
60.00 60.00
30.00 30.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200
— Hyd No. 3 Time (min)

26
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 4
BMP Routing
Hydrograph type
= Reservoir
Peak discharge
= 47.56 cfs
Storm frequency
= 100 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 444,463 cuft
Inflow hyd. No.
= 3 - Post Development-BMP
Max. Elevation
= 1206.60 ft
Reservoir name
= Wet Pond
Max. Storage
= 177,689 cuft
Storage Indication method used.
Q (cfs)
210.00
180.00
150.00
120.00
BMP Routing
Hyd. No. 4 -- 100 Year
Q (cfs)
210.00
180.00
150.00
120.00
30.00
0.00 ' I
' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 4 — Hyd No. 3 Total storage used = 177,689 cult

Hydrograph Report
27
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2
Tuesday, 02 / 11 / 2020
Hyd. No. 5
Post Development -Total
Hydrograph type = Combine
Peak discharge
= 196.70 cfs
Storm frequency = 100 yrs
Time to peak
= 716 min
Time interval = 2 min
Hyd. volume
= 774,155 cuft
Inflow hyds. = 2, 4
Contrib. drain. area
= 14.200 ac
Q (cfs)
210.00
180.00
150.00
120.00
Q (cfs)
210.00
180.00
150.00
120.00
30.00
0.00 11— 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 5 — Hyd No. 2 Hyd No. 4

28
Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for Autodesk0 Civil 3DO 2019 by Autodesk, Inc. v2019.2 Tuesday, 02 / 11 / 2020
Return
Period
Intensity -Duration -Frequency Equation Coefficients (FHA)
(Yrs)
B
D
E
(N/A)
1
52.0631
11.7000
0.8619
--------
2
66.4941
12.6000
0.8713
--------
3
0.0000
0.0000
0.0000
--------
5
0.0000
0.0000
0.0000
--------
10
71.9699
12.4000
0.8031
--------
25
66.3798
11.3000
0.7470
--------
50
59.6913
10.1000
0.6967
--------
100
55.6813
9.2000
0.6564
--------
File name: Morganton.IDF
Intensity = B / (Tc + D)^E
Return
Period
Intensity Values (in/hr)
(Yrs)
6 min
10
16
20
26
30
36
40
46
60
66
60
1
4.60
3.67
3.07
2.65
2.33
2.09
1.90
1.74
1.60
1.49
1.39
1.31
2
5.47
4.40
3.69
3.19
2.82
2.53
2.30
2.11
1.95
1.81
1.69
1.59
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10
7.26
5.93
5.04
4.41
3.93
3.55
3.25
2.99
2.78
2.60
2.45
2.31
25
8.25
6.76
5.77
5.07
4.54
4.12
3.78
3.50
3.27
3.07
2.89
2.74
50
9.01
7.38
6.32
5.57
5.00
4.56
4.20
3.90
3.65
3.44
3.25
3.09
100
9.76
8.00
6.88
6.08
5.48
5.01
4.63
4.32
4.05
3.82
3.62
3.45
Tc = time in minutes. Values may exceed 60.
Precip. file name: R:\333\39004-NCNG MORGANTON RRC\Calcs\Stormwater\Morganton.pcp
Storm
Rainfall Precipitation Table (in)
Distribution
1-yr
2-yr
3-yr
6-yr
10-yr
26-yr
60-yr
100-yr
SCS 24-hour
3.15
3.83
0.00
4.43
5.67
6.79
7.70
8.63
SCS 6-Hr
2.06
2.48
0.00
3.11
3.60
4.35
4.98
5.66
Huff-1 st
0.00
0.00
0.00
2.75
0.00
0.00
0.00
0.00
Huff-2nd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-3rd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-4th
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-Indy
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Custom
0.00
0.00
0.00
2.80
0.00
0.00
0.00
0.00

Rip Rap Calcs- PH2 1/29/2020 Page 1 of 8

Rip Rap Calcs- PH2 1/29/2020 Page 2 of 8

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Rip Rap Calcs- PH2 1/29/2020 Page 5 of 8

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1
Project Name
NCNG Morganton Regional Readiness Center
34.4
2
Project Area ac _ _
Coastal Wetland Area (acl
3
0
4
Surface Water Area ac
0
5
Is this ro'ect High or Low Density?
High
6
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H.1003(4)
7
Width of vegetated setbacks provided feet
N/A
8
Will the vegetated setback remain vegetated?
Yes
9
Is BUA other that as listed in .1 0034 c-d out of the setback?
_
Yes
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
1 Infiltration System
0
0
12
Bioretention Cell
13
Wet Pond
1
14
Stormwater Wetland
0
15
Permeable Pavement
0
16
Sand Filter
0
17
Rainwater Harvestin RWH
0
18
Green Roof
0
19
Level Spreader -Filter Strip LS-FS
0
20
Disconnected Im ervious Surface (DIS)
0
21
Treatment Swale
0
22
Dry Pond
0
23
StormFilter
0
24 LSilva
Cell
0
25
Bavfilter
0
26
Filterra
0
FORMS LOADED
DESIGNER CERTIFICATION
27
Name and Title.
Frank Slinsk . P.E. Senior Project Manager
Timmons Group
28
Or anization:
Street address:
29
5410 Trinity Road Suite 102
Raleigh, NC 27607
919 866-4505
30
Duty,State, Zip:
31
Phone numbers :
Email:
32
[e-mail]
Certification SEwwnim
I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or
supervision; that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and
that the engineering plans, specifications, operation and maintenance agreements and other supporting information are consistent
with the Information provided here.
yCARp'��i
ES S/p
a SEAL
033612
r •• 1
r�q �NGf TIES; • �ti��
1� .Y) lv'�
Signature of Designer
�-/ I x/ 10 2 I)
Date

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
1
3
Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
A INFORMATION
Entire Site
1
M
Wet Pond
in ro ect s ft
700010 sf
570010 sf
on subdivided lots (subject to
s ftoutside
7permitting)
of subdivided lots (subject tos
700010 sf
570010 sf
8
10ffsite - total area (sq ft
9
Offsite BU(sq ft
10
Breakdown of new BUA outside subdivided lots:
Parking (sq ft
530612 sf
456802 sf
Sidewalk (sq ft
33389 sf
33389 sf
Roof (sq ft
64267 sf
64267 sf
Roadway s ft
10194 sf
Future (sq ft
61548 sf
7048 sf
Other, please specify in the comment box
below (sq ft
11
New infiltrating permeable pavement on
subdivided lots (sq ft
12
New infiltrating permeable pavement outside of
Isubdivided lots (sq ft
13permitting)
Exisitng BUA that will remain (not subject to
s ft
14
Existing BUA that is already permitted (sq ft
15
Existing BUA that will be removed (sq ft
16
Percent BUA
47%
76%
17
Design storm inches
1 in
18
1 Design volume of SCM cu ft
45874 cf
19
1 Calculation method for design volume
Simple Method
ADDITIONAL INFORMATION
20
Please use this space to provide any additional information about the
drainage area(s):

WET POND
1 Drainage area number A2
2 Design volume of SCM (cu ft) 45874 cf
6FNFRAI mnr FRnm n7H _7n;n
31
Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
Yes
4
Is the SCM located away from contaminated soils?
5
What are the side slopes of the SCM (H:V)?
3:1
6
Does the SCM have retaining walls, gabion walls or other
engineered side slopes?
No
7
Are the inlets, outlets, and receiving stream protected from erosion
(10-year storm)?
Yes
8
Is there an overflow or bypass for inflow volume in excess of the
design volume?
Yes
9
What is the method for dewatering the SCM for maintenance?
Drawdown Orifice
10
If applicable, will the SCM be cleaned out after construction?
Yes
11
Does the maintenance access comply with General MDC (8)?
Yes
12
Does the drainage easement comply with General MDC (9)?
N/A
13
If the SCM is on a single family lot, does (will?) the plat comply with
General MDC (10)?
14
Is there an O&M Agreement that complies with General MDC (11)?
Yes
15
Is there an O&M Plan that complies with General MDC (12)?
Yes
16
Does the SCM follow the device specific MDC?
Yes
17
Was the SCM designed by an NC licensed professional?
Yes
I1AXT PnNn nnnr FRnnn n9w inrn
18
Method used
SA/DA
19
Has a stage/storage table been provided in the calculations?
Yes
20
Elevation of the excavated main pool depth (bottom of sediment
removal) (fmsl)
1196.00
21
Elevation of the main pool bottom -(top of sediment removal) (fmsl)
1197.00
221
Elevation of the bottom of the vegetated shelf (fmsl)
1201.00
23
Elevation of the permanent pool (fmsl)
1201.50
24
Elevation of the top of the vegetated shelf (fmsl)
1202.00
25
Elevation of the temporary pool (fmsl)
1203.10
26
Surface area of the main permanent pool (square feet)
21548.00
27
Volume of the main permanent pool (cubic feet)
71664 cf
28
Average depth of the main pool (feet)
3.33 ft
29
Average depth equation used
Equation 2
30
If using equation 3, main pool perimeter (feet)
31
If using equation 3, width of submerged veg. shelf (feet)
32
Volume of the forebay (cubic feet)
11876 cf
33
Is this 15-20% of the volume in the main pool?
Yes
34
Clean -out depth for forebay (inches)
54 in
35
Design volume of SCM (cu ft)
45874 cf
361
Is the outlet an orifice or a weir?
Orifice
37
If orifice, orifice diameter (inches)
3.5 in
38
If weir, weir height (inches)
39
If weir, weir length (inches)
40
Drawdown time for the temporary pool (days)
2.4
41
Are the inlet(s) and outlet located in a manner that avoids short-
circuiting?
Yes
42
Are berms or baffles provided to improve the flow path?
No
43
Depth of forebay at entrance (inches)
54 in
44
Depth of forebay at exit (inches)
42 in
45
Does water flow out of the forebay in a non -erosive manner?
Yes
46
Width of the vegetated shelf (feet)
6 ft
47
Slope of vegetated shelf (H:V)
6:1
481
Does the orifice drawdown from below the top surface of the
permanent pool?
Yes
49
Does the pond minimize impacts to the receiving channel from the 1-
yr, 24-hr storm?
Yes
50
Are fountains proposed? (If Y, please provide documentation that
MDC(9) is met.)
No
51
Is a trash rack or other device provided to protect the outlet system?
Are the dam and embankment planted in non -clumping turf grass?
Yes
52
Yes
53
Species of turf that will be used on the dam and embankment
Bermuda
b4l
Has a planting plan been provided for the vegetated shelf?
Yes
ADDITIONAL INFORMATION
55
Please use this space to provide any additional information about
the wet pond(s):
Parcel is state owned land, therefore no drainage easement is required.
Wet Pond 3 2:04 PM 2/11/2020

Operation & Maintenance Agreement
Project Name:
Project Location:
NCNG Morganton Regional Readiness Center Phase 2
5155 Western Avenue, Morganton, NC 28655
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & cc
Bioretention Cell Quantity:
Dry Detention Basin
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
Level Spreader/VFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Present:
Present:
ng O&M tables wil
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
De aciclecl auto
I Northwest of the site I
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
County of
personally appeared before me this
Rodney D. Newton
Facility Management Officer North Carolina National Guard
1636 Gold Star Drive, Suite 2600
Raleigh, NC, 27607
919-345-6137
[e-mail]
, a Notary Public for the State of
, do hearby certify that
day of
acknowledge the due execution of the Operations and Maintenance Agreement .
Witness my hand and official seal,
Date:
and
STO,RZ
Version 1.4
My commission expires
12/13/2019
Page 1 of 5

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
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Wet Detention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
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Wet Detention Pond Design Summary
Wet Pond
WET POND ID
FOREBAY
MAIN POND
1
Permanent Pool El.
1201.5
Permanent Pool El.
1201.5
Temporary Pool El:
1203.1
Temporary Pool El:
1203.1
Pretreatment other No
Clean Out Depth:
4.5
Clean Out Depth:
4.5
than forebay?
Sediment Removal El:
1197
Sediment Removal El:
1197
Has Veg. Filter? Yes
Bottom Elevation:
1196
Bottom Elevation:
1196
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