20030018 Ver 2_More Info Received_20171101

119 E. Hargett Street, Suite 300 Raleigh, NC 27601
p+919 719 1800 f+704 819 1819 url+ www.colejeneststone.com
ColeJenest
& Stone
Date: November 1, 2017
Shaping the Environment Reference: 50449 - Galloway Ridge — Stormwater Update
Realizing the Possibilities Attention: Karen Higgins
Company: Division of Water Resources
Department of Environmental Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
We Are
Transmitting:
Charlotte
Raleigh
TRANSMITTAL
Tel: [phone]
Transmitted Via: ❑ Mail ❑ Overnight ❑ Courier ® Hand Delivery ❑ Pick -Up
® For Approval ❑ For Your Use ❑ As Requested ® For Review
Remarks: Karen,
Please find attached update for the Galloway Ridge Building expansion,
stormwater approval. Please contact us with any questions or clarifications.
Thank You,
By:
JoeM Smith, PE — ColeJenest & Stone
[e-mail]
[phone]
cc: Sean Gleason, PE — ColeJenest & Stone
D U
1 2017
P:\SDSKPR0J\50360LCorrespon den ces\2017\Transm i tta Is
® Herewith ❑ Under Separate Cover
Copies Dated
Description
1 11/1/2017
Signed/Sealed Engineers Statement
1 9/30/2008
Approved Stormwater Submittal/Calculations
1 9/30/2008
Approved/Constructed Plan Sheet
1 6/30/2017
Proposed Bldg Expansion Imp. Area Maps
Transmitted Via: ❑ Mail ❑ Overnight ❑ Courier ® Hand Delivery ❑ Pick -Up
® For Approval ❑ For Your Use ❑ As Requested ® For Review
Remarks: Karen,
Please find attached update for the Galloway Ridge Building expansion,
stormwater approval. Please contact us with any questions or clarifications.
Thank You,
By:
JoeM Smith, PE — ColeJenest & Stone
[e-mail]
[phone]
cc: Sean Gleason, PE — ColeJenest & Stone
D U
1 2017
P:\SDSKPR0J\50360LCorrespon den ces\2017\Transm i tta Is

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DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS
219 East Chatham Street
Cary, North Carolina 27511 September 30, 2008
Telephone [phone] • Fax [phone]
Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
Re: Minor Modification to Extended Detention Wetlands
Galloway Ridge at Fearrington, Chatham County
DWQ Project No. 030018
Dear Madam/ Messr:
WILLIAM C. DIEHL, P.E.
JOHN F. PHILLIPS, P.E.
ALAN R. KEITH, P.E.
Qc�c�PmoeP=p
SEP 3 0 2008
VO MOSANDBTORIIYI RWA M
Enclosed is a package regarding a proposed modification to the existing constructed
extended detention wetlands (BMP) for Galloway Ridge at Fearrington. The existing
BMP device was completed in 2005 following permitting by your office (approval letter
enclosed). The device was required due to conditions in the 401 Water Quality
Certification that was issued for impact to 0.13 acres of wetland and 125 linear feet of
stream on the Galloway Ridge site. There have been no other impacts on the site.
Expansion of the facilities at the Galloway Ridge is proposed. There are no wetland or
stream impacts associated with the expansion. A condition in the Water Quality
Certification requires notification prior to changes to the approved plans. The enclosed
information constitutes notification of the proposed work. Further, the land ownership of
Galloway Ridge has transferred from Fitch Creations, Inc. to Galloway Ridge, Inc. 3000
Galloway Ridge, Pittsboro, NC 27312. The Operations and Maintenance responsibility
for the BMP is by CRSA, Inc. as shown on the enclosed agreement.
The Galloway Ridge project was approved with impervious surfaces that were
constructed in the initial construction (Phase I) and some future impervious surfaces that
were proposed in Phase II of the project. The enclosed plan sheet 1 of 3 shows the
constructed facilities from Phase I. Sheet 2 of 3 shows the Phase II facilities that were
approved with the Phase I design and the additional Phase II facilities that are proposed.
The future surfaces that were approved with Phase I included independent living units, an
auditorium, and additional parking. The enclosed worksheet from the project approval
indicates the design conditions.
The BMP was designed and constructed according to the 1999 State BMP Manual. The
actual constructed facility was much larger than the minimum design requirements. The
enclosed plan sheet 3 of 3 is taken from a survey by Phillip Post and Associates and it
shows the extent of the existing device. A summary of the design requirements and the
constructed facility is enclosed.

Division of Water Quality
Page 2 of 2
September 30, 2008
The proposed Phase II modification to Galloway Ridge involves expansion of the
Healthcare unit, a new maintenance building, and additional roads and parking. The
modification will increase the drainage area to the BMP and increase the impervious
surface. The enclosed calculations cover the original design requirements and the
proposed project conditions at buildout of the Phase II expansion.
The results of our calculations show that the temporary pool depth must be slightly
increased to achieve the required temporary storage volume in order to accommodate the
Phase II expansion. Elevating the weir on the outlet structure by +/- 0.1 feet is all that is
required to provide the necessary temporary storage volume.
We request that you review the enclosed information. The proposed modification is
minor and we request that you approve the project. Contact our office if you have
questions or if you require anything further.
Sincerely,
Diehl & Phillips, P.A.
Z'54�AOOII
Alan R. Keith, P.E.
Enclosures
Cc: Bill Burke
Jason Cronk
Peter Epermanis
Dan Sears
Debbie Edwards

OFWATF9
QG Michael F. Easley
Governor
r William G. Ross, Jr., secretary
y Department of Environment and Natural Resources
Alan W. 10imek, P.E., Director
Division of Water Quality
October 22, 2003
Mr. Roy B. Fitch, Jr.
Fitch Creations, Inc.
2000 Fearrington Village
Pittsboro, NC 27312
Subject: Extended Detention Wetland
DWO Project No. 030018 v 2
Chatham County
Dear Mr. Fitch:
This Office is in receipt of the plans dated September 22, 2003 for the extended detention wetland at
the subject facility prepared on your behalf by Diehl & Phillips, PA and submitted to the Division on September
24, 2003. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note that this
approval is for water quality purposes only and shall not be construed as an approval of the design for
dam/outlet structure integrity, Dam Safety, public safety, or flood attenuation purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone]
E�K "'W
Domey
s Unit a isor
cc: Raleigh Regional Office
Alan R. Keith, PE, Deihl and Phillips, 219 East Chatham St., Cary, NC 27511
Mike Ortosky, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Todd St. John
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mal Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.ushwwetlands/

" U.S. ARMY CORPS OF ENGINEERS C
Wilmington District
Action ID: 200320343 County: Chatham
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner _ Fitch Creations Inc.
Attn: Mr. Roy B Fitch Jr
Address 2000 Farrington Village
Pittsboro, NC 27312
Telephone Number 919-542-4000
Authorized
Agent Soil & Environmental Consu mats Inc_
Attn: Sean Clark
Address 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody. Highway nametnumber, town etc.): The property is
located on the cast side of US 15-501, approximately 0.25 mile north of SR 1700, north of Pittsboro,
Chatham County, North Carolina. The site is located adjacent to an unnamed tributary of Pokeberry
Creck, in the Cape Fear River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
culverts, and the placement of fill required for the construction of a road crossing ass
mociated with the
development of Galloway Subdivision. Impacts to waters of the U.S. authori.7by this permit total 125
linear feet of stream channel and 0.13 acre of wetlands.
Applicable Law-. X_Seetion 404 (Clean Wetter Act, 33 USC 1344) only.
Section 10 (River and harbor Act of 1899) only.
Autboriration: Regional General Permit Number
14 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work If}'va have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tu1 at tel number 919 876 - 8441_ extension 26
c�
Regulatory Project Manager Si nature
Authorization Date Fe 27 003 Expiration Date February 27 2005
SURVEY PLATS, FIELD SKET H, WETLAND DELINEATION FORM, ETC„ MOST BE ATTACHED
TO THE YELLOW (FILE) CO Y OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: Cyndi Karoly, DWQ, Wetla ds/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650
�r•� fir,= (:,.,- c �'V � __>>
�� � ; MAR - 3 2003 I {

DWQ Project No. 03 0018
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET) WETLAND WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name
Contac Person: Alan Keith, P.E. Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: We`
Permanent Pool Elevation _ 422.0 R (elevation of the orifice invert out)
Temporary Pool Elevation 422.7 —ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 26,440 sq, ft. (waw surface area at pent pool mon)
Drainage Area 28.1 ac. (on-site and off-site drainage to the basin)
Impervious Area 11.47 ac. (on-site and off-site drainage to the basin)
Forebay Surface Area *3.700 sq. ft (at permanent pod elevation approximately 15%)'
Marsh 0'-9' Surface Area sq. R (at permanent pod elevation approximately 35%)'
Marsh 9'-113' Surface Area p�� sq. ft. (at permanent pod elevation approximately 35%)'
Micro Pad Surface Area ±4, GOC sq. ft (at permanent pool elevation approximately 15%)'
Temporary Pool Volume ±23,000 cu. ft (volume detained on top of the permanent pool)
SAIDA used 2.16 (surface area to drainage area ratio)'
Diameter of Orifice 3 in. (draw down orifice diameter)
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indic& the following design requirements have been met and supporting documentation is attached. If a
requin ow t has not been met, attach an explanation of why. At a minimum, a complete stomwrAar management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Initials
R44, The temporary pod controls runoff from the 1 inch rain.
d g4o., X The basin side slopes are no steeper than 3:1. JCWrlbf t;BAC(dGox oi' A q^ J Ar
A"L A planting plan for the marsh areas with plant species and densities is provided.
Al A AIL Vegetation above the permanent pool elevation is specified.
lA.& An emergency drain is provided to drain the basin.
w wi t The temporary pod draws down in 2 to 5 days.
11A,c Sediment storage is provided in the permanent pod.
A" A sediment disposal area is provided.
4A.A. Access is provided for maintenance.
A" A site specific. signed and notarized operation and maintenance agreement is provided.
AA.tL� The drainage area (including any offsite area) is delineated on a site plan.
secs AA • Jt Access is provided for maintenance.
A.u-6 Plan details for the wetland are provided.
auJ#- Plan details for the inlet and outlet are provided.
Sit Mack A site specific operation and maintenance agreement, signed and notarized by the responsible pa rty is provided (see
httpJlh2o.etw.state.nc.ustwwe&vdsbandm.doc).
' Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS — See pp. 19 and 20 of the NC DENR
Stornwater BMP Manual, April 1999.10% open water, 50% high marsh, 40% low marsh.
* Based ori conversations with Wetland Unit,all surface is lees than 911
in depth to insure plantings will survive.
L.

)VETLAND DETENTION BASKOPERATION AND AGREEMENT
'.:it 4i" •.�+
....`: is
r.:; !'
forebays . .. •.e'd'q r_' !
The" v�e 'and deter` on
"ba- din `system' U:`defined as' the -.wetland .•detention basin, pretreatment including
Maintenance activities shall-be'performed=aslollows:
1. After every significant runoff producing "rainfall event and at least monthly:
a.: Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
=vegetated.'cover,' and general condition.
b. Check-and"clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain .good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and -:repair the. collection- system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning. �.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75 ...of the original design depth (see diagram below). Removed sediment shall be disposed
of in an approp,iatf; manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
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.
If the elevation of the marsh areas exceed the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 0.75 feet in the forebay and micro -pool, the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 422.0
Sediment Re 'Val El. 419.7 75%
Sediment Removal Elevation 419.7-421.7 75%
------ ----- ---
Bottom Eleva 'on 419.0 25% -----------------------------
Bottom Elevation Varies 250%
FOREBAY MAIN POND
a
Page 1 of 2

4101
y °, .,r +M 1 rrR" . t.'iA `^A r .[, �•,'ei'lN..'6[ k'� IF - f'. A4 wait. li-t { {
5 atlas �p a eas es in the mars yeas should be�a ntalned y replarrting bare�'areas-as needed.
e a d la houl�dssl1- . endv pggd - o row in the .ma as, y ; .
lG.. .-. i, .r..
6 a
77...
asun rnust be drained for an emergency or to perform maintenance, the flushing of sediment
through-,.. O emer-gencydrain shall be minimized to the mawmum extent practical.
7. Alt components of the wetland detention .basin system shall be maintained in good working order.
.i!
8. Level spr aders or other structures that provide,rdiffuse. ow shall. be, maintained every:six months. All
eccurripla ei se8iment "and del na'shal) be removed frd Ah' structure, and a level elevation shall be
maintaflie"across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as,necessary.
1 acknowledge -and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
29. c.)3
MEN
personally appeared
the due •executioh of
official seal, ,
I I , a Notary Pc
tdo hereby certify that
e me this f''day of
forgoing wetland detention basin
SEAL
My commission expires
a
Page 2 of 2
KZ=77M .
for the State of
1.._ / —
and acknowledge
requirements. Witness my hand and

Galloway Ridge
Extended Detention Wetlands
DWQ Project No. 03-0018
1. Phase I Design Conditions
Design wetlands according to 1999 State DWQ Best Management Practices
Manual- Design for 3.0 foot deep pool
Impervious Surface = 10.5 acres (0.97 acre pool area not considered)
Total Drainage Area= 28.1 acres
Impervious Percentage =10.5!28.1 x 100% = 37.37%
From Table 1.1 BMP Manual SADA for 37.37% = 1.61%
Required Surface Area = 28 -lac x.0161 x 43560sf/ac =19,744 sq. ft.
Pool Surface Area Required = 2,962 sq. ft.
Forebay Surface Area Required = 2,962 sq. ft.
Wetland Surface Required = 13,821 sq. ft.
Surface Area Provided = 3 0,3 90 sq. ft.
Pool Surface Area Provided
= 6,428 sq. ft.
Forebay Surface Area Provided
= 4,786 sq. ft.
Wetland Surface Provided
= 20,504 sq. ft.

2. Phase II and Future Buildout Conditions
Design wetlands according to 1999 State DWQ Best Management Practices
Manual- Design for 3.0 foot deep pool
Impervious Surface = 16.15 acres
Total Drainage Area= 30.1 acres
Impervious Percentage= 16.15/30.1 x 100% = 53.65%
x 1 W?. = 53.951
From Table 1.1 BMP Manual SADA for 53.65% = 2.18%
-m-7o. = z . ►R,7o
Required Surface Area = 30.1ac x .0218 x 43560sf/ac = 28,583 sq. ft.
Pool Surface Area Required = 4,287 sq. ft. 2 T1'11L} S Q. PP'.
Forebay Surface Area Required = 4,287 sq. ft.
Wetland Surface Required = 20,008 sq, ft.
Surface Area Provided = 30,390 sq. ft. d , ., OK
Pool Surface Area Provided
= 6,428 sq. ft.
Forebay Surface Area Provided
= 4,786 sq. ft.
Wetland Surface Provided
= 20,504 sq. ft.

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DEMOLITION
PLAN
PIxo.ECT TITLE
GALLOWAY RIDGE
3000 GALLOWAY RIDGE RD
PITTSBORO I NC 27312
PROJECT No: 69700
-A—TITS.
Demolition
Plan
..: I..s
scALE 0 2.5' S' 10'
C-102
PERMIT SET
06/302017
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& Stone
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PIxo.ECT TITLE
GALLOWAY RIDGE
3000 GALLOWAY RIDGE RD
PITTSBORO I NC 27312
PROJECT No: 69700
-A—TITS.
Demolition
Plan
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C-102
PERMIT SET
06/302017

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GALLOWAY RIDGE
3000 GALLOWAY RIDGE RD
PITTSBORO I NC 27312
PROJECT No: 80700
DRA— TREE
Staking and
Materials Plan
V-4LE:
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C-103
PERMIT SET
08/302017