WI0100061_GEO THERMAL_20120517

irt_016ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild,-P: E.-
Governor Director
May 17, 2012
James and Marjorie Roberts
1446 Oaklawn Place
Lakeland, FL 33803
Subject: Notification of Rule Revisions Affecting
Closed -Loop Geothermal Injection Well Permit Holders
Permit Number: WIOI 00061
Dear Mr. and Mrs. Roberts:
Dee Freeman
Secretary
Our records indicate that you currently hold a permit for a closed -loop geothermal injection well
system. This letter is to inform you that on May 1, 2012, the North Carolina Administrative
Code Title 15A Section 2C .0200 entitled "Well Construction Standards -- Criteria and
Standards Applicable Injection Wells" were revised. These revisions affect all permits issued
for injection wells including geothermal wells.
This letter is also to inform you that your closed -loop geothermal injection well(s) have become
"Permitted by rule." Therefore, you are no longer required to renew your current permit
and the permit will be valid indefinitely as long as the wells are active and are operated in
accordance with the revised rules referenced above. Please keep in mind that if you abandon
the wells, a record of abandonment must be submitted to the Division of Water Quality. You
may view the revised rules on our website at http://portal.nedenr.org/web/wqlaps.
If you have any questions regarding your -current permit or the rulerevisions, please feel free to
contact our underground injection control staff at [phone].
Sincerely,
/J �l
Eric G. Smith, P.G.
Hydrogeologist
cc: UIC Permit File
AQUIFER PROTECTION SECTION
1636 Nail Service Center, Raleigh, {North Carolina 27699.1636 One
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604 N&Maroiina
Phone: [phone] FAX: 919$016496ry� f,���
Internet: mvw.ncwateraualifv.org rVi �Gi
An Equal Opportunity t Affirmative Action Employer

Mechanical Integrity Vest Record
(For 5QM Geothermal Heat Pump Injection Well System)
OwnerCPermittee Name:���� f rPObe4� Permit Number: WT�I�
Facility Address: M5 � I nt'e r Y, I
Home Phone: l6 Cell Phone:
Heat Pump Contractor Name; tAQM(
Office Phone: 'R V�
2>c'v4:, -- c,> ?-&-
Tester Name: Y�; t lit ctYr► 1 t`�- s SO r) _Signature:_..
Date of Test: "
Loop Initial Pressure (psi) Final Pressure (psi) Duration Pass (Yes or No)
(minutes)
1
of
4 'rj► '9
1
2 f
3
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4
5
6
7
9
10
I 12
—
13
14
15
Any additional loop testing add to back of this farm
Comments: att lftiWhdi ') pt5l Ar 2$ h t5 .
Other Test Methods and Results: �+
rif-'r —tv -I vq' }V' 4 { nt i i I it) I''►]A �(n• t O r^ ` �] ►Yy l n .
This form must be filled out and signed by the tester. The record must be received by Aquifer Protection Section 24
hours prior to the initiation of the operation of the facility. You can send the farm by mail: 111C Program, Mail
Service Center 1636, Raleigh, NC 27699 or by fax: 919-7I5-0588.
Permit No. W I0100061
RECEWD r OENR 10WQ
AQUIF�R'PRnTFr.TIM CKTION
MAY 0 7 2009
Page 9

Loop Initial Pressure(psi) Final Pressure(psi) I Duration (minutes) Puss (l es or No)
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Permit No. WI0100061 Page 10

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Permit Numbeir W10100061
Program Category
Ground Water
Permit Type
Injection Mixed Fluid GSHP Well System (5QM)
Primary Reviewer
michael.rogers
Permitted Flow
Central Files: APS SWP
01/13/09
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
James and Marjorie Roberts SFR Minor Asheville
Location Address County
575 Timber Barn Trl Haywood
Waynesville NC 28785 Facility Contact Affiliation
Owner
Owner Name Owner Type
Individual
James H Roberts Owner Affiliation
James Roberts, Jr
575 Timber Barn Tri
Waynesville NC 28785
Dates/Events
Scheduled
Orig issue App Received Draft initiated Issuance Public Notice Issue Effective Expiration
01/09/09 11/07/08 01/09/09 01/09/09 12/31/13
eg ulated_ Activities
Heat Pump Injection
❑utfall iNULL
Waterbody Name
Requested/Received Events
Region comments on draft requested 11/18/08
Region comments on draft received 12/15/08
Stream Index Number Cunrent Class Subbasin

C
Permit. Nu bei WIOI00061
Program Category
Ground Water
Permit Type
Injection Mixed Fluid GSHP Well System (50M)
Primary Reviewer
michaef.rogers
Permitted Flow
Central Files: AP5 SWP
01/12/09
Permit Tracking Slip
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
�arillty
Facility Name Major/Minor Region
James and Marjorie Roberts SFR Minor Asheville
Location Address County
575 Timber Bam Th Haywood
Waynesville. NC 28785 Facility Contact Affiliation
� r
Owner Name
James
I:1•:t•7�1:�
Owner Type
Individual
Owner Affiliation
James Roberts, Jr
575 Timber Barn Tri
Waynesville NC
11*41:m
Scheduled
OrIg Issue App Received Draft Initiated Issuance Public Notice lss a Effective Expiration
11 /07/08 t E 11bq I aA 1
RP[1LJrbSted1R-.CP.iyPd EY r�I
Heat Pump Injection Region comments on draft requested 11/18/08
Region comments on draft received 12/15/08
❑utfall NULL
Waterhody Name Stream index Number Current Class Subbasin

Michaai F. Emley, Governor
William G. Ross Jr.. Scererary
North Carolina Department of Envim meat and Name] kwourres
Cal= H. Sullins, Director
Division of Water Quality
January 9, 2009
James and Marjorie Roberts
575 Timber Barn Trail
Waynesville, NC 28785
Re: Issuance of injection Well Permit
Permit No. W10100061
Issued to .lames and Marjorie Roberrs
Dear Mr. and Mrs. Roberts:
In accordance with your application received November T. 2008, I am forwarding Permit No.
W10100061 for the operation of a vertical closed -loop geothermal mixed -fluid heat pump
injection well system to be located 575 Timber Barn Trail, Haywood County, NC 28785. This
permit shall be effective from the date of issuance until December 31, 2013, and shall be subject
to the conditions and limitations stated therein.
Please pay special attention to the bolded language in the permit. In addition, please
submit copies of the Well Construction Completion form (GW-1) and site map after
construction as required in Part 1 paragraphs 8 and 9.
In order to continue uninterrupted legal use of this well for the stated purpose, you should submit
an application to renew the permit three months prior to its expiration date. As indicated in the
permit, this permit is not transferable to any person without prior notice to, and approval by, the
Director of the Division of Water Quality. If you have any questions regarding your permit or
the Underground Injection Control Program please call me at [phone].
Best Regards,
ti
Michael Rogers, Environ7ntal Specialist
cc: Landon Davidson - ARO
Central Office File — WI0100061
Anna Jeffreys — Home Energy, Inc. (via fax and USPS)
Haywood County Environmental Health Dept.
Attachment(s)
r dry
Aquifer Protection Section 1636 Mail Service Carter Raleigh, NC 27699-1636 Telephone: [phone]
Internet httP://www,ncwa=ualJtY,= 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportundylAlOnnative Actlon Emp"r- 50% Regdedll0%Post Consumer Paper Customer Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATITRAL RESOURCES
RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION AND OPERATION OF A WELL FOR INJECTION
In accordance with the provisions of Article 7, Chapter 87; Article 21, Chapter 143, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
James and Marjorie Roberts
FOR THE CONSTRUCTION AND OPERATION OF 45 TYPE 5QM INJECTION WELLS,
defined in Title 1SA North Carolina Administrative Code 2C .0209(e)(3)(F), for the purpose of
operating a "direct expansion" type vertical closed -loop geothermal -mixed -fluid heat pump
system. This system is located at 575 Timber Barn Trail. Haywood County, NC 28785, and will
be constructed and operated in accordance with the application dated November 7, 2008, and in
conformity with the specifications and supporting data submitted, all of which are filed with the
Department of Environment and Natural Resources and are considered a part of this permit.
This permit is for Construction and Operation only, and does not waive any provisions of the
Water Use Act or any other applicable Laws, Rules, or Regulations. Operation and use of an
injection well shall be in compliance with Title IS A North Carolina Administrative Code 2C
.0100 and .0200, and any other Laws, Rules, and Regulations pertaining to well construction and
use.
This permit shall be effective, unless revolved, from the date of its issuance until December 31,
2013, and shall be subject to the specified conditions and limitations set forth in Parts I through
IX hereof.
Permit issued this the c' day of , 20()9
r�
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission.
Permit No. W10100061 Page 2

PART I - WELL CONSTRUCTION GENERAL CONDITIONS
1. The Permittee must comply with all conditions of this permit and with the standards and
criteria specified in Criteria and Standards Applicable to Injection. Wells (I5A NCAC 2C
.0200). Any noncompliance with conditions of this permit constitutes a violation of the
North Carolina Well Construction Act and is grounds for enforcement action as provided
for in N.C.G.S. 87-94,
2. This permit shall become voidable unless the facility is constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. Each injection well shall not hydraulically connect separate aquifers.
4. Each injection well shall not be located in an area generally subject to flooding. Areas that
are generally subject to flooding include those with concave slope, alluvial or colluvial
soils, gullies, depressions, and drainage ways.
S. Each injection well shall be secured to reasonably insure against unauthorized access and
use. Each well shall be permanently labeled with a warning that it is for injection.purposes
and the entrance to each well must be secured with a locking cap.
6. Each injection well shall be afforded reasonable protection against damage during
construction and use.
7. Each geothermal injection well shall have permanently affixed an identification plate
according to 2C .0213(g).
8. A completed Well Construction Record (Form G W-1) must be submitted for each injection
well to:
Aquifer Protection Section =- UIC Staff
1636 Mail Service Center
Raleigh, NC 27699-1636
and
Aquifer Protection Section — Asheville Regional Office
2090 US Hwy 70
Swannunua, NC 28778
GW-ls must be submitted within 30 days of completion of well construction. Copies of
the GW-1 form(s) shall be retained on -site and available for inspection.
9, Well construction records must also be submitted for any existing water supply wells on -
site as well as a site map showing any water supply wells on adjacent properties as
specified in NCAC .0211(d)(1)(D).
Permit No. W10100061 Page 3

PART II - WELL CONSTRUCTION SPECIAL CONDITIONS
Prior to constructing the injection well system, the Permittee or his agent shall test the pH of
the soil at a depth of three feet at the planned well location. If the resulting soil pH is less
than 6 standard units or greater than 11 standard units, the well system shall be equipped with
a compatible cathodic protection system. All testing results shall he kept on site available
for inspection.
2. At least forty-eight (48) hours prior to constructing system, the Permittee shall notify the
Aquifer Protection Section's Underground Injection Control (UJQ Program Central Office
staff, telephone number [phone] and the Asheville Regional Off cc Aquifer
Protection Section Staff, telephone number [phone].
3. All underground tubing shall be refrigeration grade copper tubing.
4. Prior to installation, all tubing to be placed in boreholes ("loops") shall be checked for leaks
by pressurizing the loop to a gage pressure of at least 350 pounds per square inch (psig),
immersing the loop in water and examining it for leaks. Loops with leaks shall not be
installed.
5. Prior to installation, each loop shall be visually inspected for damage such as kinks, dents,
and scrapes. Each loop shall be checked to verify that the nitrogen charge applied to the loop
by the manufacturer before shipping is still present at a pressure of at least 300 psig, The
loop manufacturer shall be notified in the event of damage or pressure loss, and the
manufacturer's instructions shall then be followed. The nitrogen charge may be released
only when the loop is installed and ready to be connected to the manifold.
6. Boreholes shall be large enough to allow insertion of the loop plus a tremie pipe for grouting.
7. After insertion of the tubing into the boreholes, an approved grout (as defined in Title 15A
North Carolina Administrative Code 2C .0100) shall be pumped via tremie pipe into the
annular space of each borehole so as to completely Fill it from bottom to top.
8. All tubing junctions shall be brazed using lead-free brazing material. The brazing material
shall have a galvanic potential as close as practicable to that of the tubing material,
9. Dry nitrogen shall be circulated through the tubing during brazing to prevent oxidation.
10. After installation and prior to operation of the system, a mechanical integrity test shall he
conducted by pressurizing the injection well system to 400 psig with dry nitrogen and
monitoring for leaks using an ultrasonic or other leak detector of equal sensitivity and
monitoring pressure in the system for at least 2 hours. Alternatively, an equivalent vacuum
test is acceptable. Any pressure fluctuation other than that due to thermal expansion and
contraction of the testing medium shall be considered a failed mechanical integrity test. Any
leaks shall be located and repaired prior to charging the system with refrigerant. This testing
data shall be recorded ou the attached Mechanical Integrity Test Record Form and
Permit No. WIOI00061 Page 4

submitted to the Aquifer Protection Section at least 24 (tweaty-four) hours prior to the
initiation of the operation of the facility for injection. A copy of this form shall also be
retained on -site for inspection.
11. The location of each of the system manifolds shall be recorded by triangulation from two
permanent features on the site (e.g., building foundation corners). The Permittee shall retain a
copy of the triangulation records. The Permittee shall also suhmit a copy of the
triangulation records to the Aquifer Protection Section within 30 days of completion of
well construction.
12. The written documentation required in Part 11. ara--ra hs 10 and 11 sball be submitted to:
Aquifer Protection Section-L]IC Staff
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART 1111 - OPERATION AND USE GENERAL CONDITIONS
This permit is effective only with respect to the nature, volume of materials and rate of
injection, as described in the application and other supporting data.
2. This permit is not transferable without prior notice to, and approval by, the Director of the
Division of Water Quality (Director). in the event there is a desire for the facility to
change ownership, or there is a name change of the Permittee, a formal permit amendment
request must be submitted to the Director, including any supporting materials as may be
appropriate, at least 30 days prior to the date of the change.
3. The issuance of this permit shall not relieve the Permittee of the responsibility of
complying with any and all statutes, rules, regulations, or ordinances, which may be
imposed by other local, state, and federal agencies, which have jurisdiction. Furthermore,
the issuance of this permit does not imply that all regulatory requirements have been met.
PART IV - PERFORMANCE STANDARDS
l . The injection facility shall be effectively maintained and operated at all times so that there
is no contamination of groundwater, which will render it unsatisfactory for normal use. In
the event that the facility fails to perform satisfactorily, including the creation of nuisance
conditions or failure of the injection zone to adequately assimilate the injected fluid, the
Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality such as the repair, modification, or abandonment
of the injection facility.
2. The Permittee shall be required to comply with the terms and conditions of this permit
even if compliance requires a reduction or elimination of the permitted. activity.
Permit No. WIOI00061 Page 5

3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwater resulting from the operation of this facility.
PART V - OPERATION AND MAINTENANCE REQUIREMENTS
1. The injection facility shall be properly maintained and operated at all times.
2. The Permittee must notify the Division and receive prior written approval from the
Director of any planned physical alterations or additions in the permitted facility or activity
not specifically authorized by the permit.
3 _ At least forty-eight (48) hours prior to the initiation of the operation of the facility for
injection, the Permittee must notify by telephone the Aquifer Protection Section -
Underground Injection Control (UIC), Central Office staff, telephone number (919) 715-
6166 and the Asheville Regional Office. telephone number [phone]. Notification
is required so that Division staff can inspect or otherwise review the injection facility and
determine if it is in compliance with permit conditions.
PART %1 - INSPECTIONS
Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises, or place
on or related to the injection facility at any reasonable time for the purpose of determining
compliance with this permit, may inspect or copy any records that must be maintained
under the terms and conditions of this permit, and may obtain samples of groundwater.
surface water, or injection fluids.
2. Department representatives shall have reasonable access for purposes of inspection,
observation, and sampling associated with injection and any related facilities as provided
for in N.C.G.S. 87-96.
3. Provisions shall be made for collecting any necessary and appropriate samples associated
with the infection facility activities.
PART V11- MONITORING AND REPORTING REQUIREMENTS
i . Any monitoring (including groundwater, surface water, or soil sampling) deemed
necessary by the Division of Water Quality to insure surface and ground water protection.
will be established and an acceptable sampling reporting schedule shall be followed.
?. The Permittee shall report by telephone, within 48 hours of the occurrence or first
knowledge of the occurrence, to the Asheville Regional Office. telephone number (828 )
296-4500, any of the following:
Permit No. W 10 100061 Page 6

(A) Any occurrence at the injection facility that results in any unusual operating
circumstances;
(B) Any failure due to known or unknown reasons that renders the facility incapable of
proper injection operations, such as mechanical or electrical failures;
(C) Any loss of refrigerant in the system, regardless of the origin of the loss;
(D) Any recharging of the refrigerant system.
3. Where the Permittee becomes aware of an omission of any relevant facts in a permit
application, or of any incorrect information submitted in said application or in any report to
the Director, the relevant and correct facts or information shall be promptly submitted to
the Director by the Permittee.
4. In the event that the permitted facility fails to perform satisfactorily, the Permittee shall
take such immediate action as may be required by the Director.
PART VIQ - PERNUT RENEWAL
The Pen ittee shall, at least 90 days prior to the expiration of this permit, request an
extension.
PART M - CHANGE OF WELL STATUS
The Permittee shall provide written notification within 15 days of any change of status of
an injection well. Such a change would include the discontinued use of a well for
injection. if a well is taken completely out of service temporarily, the Permittee must
install a sanitary seal. If a well is not to be used for any purpose that well must be
permanently abandoned according to 15A NGAC 2C .0213(h)(1), Well Construction
Standards.
2. When operations have ceased at the facility and a well will no longer be used for any
purpose, the Permittee shall abandon that injection well in accordance with the procedures
specified in 15A NGAC 2C .0214, including but not limited to the following:
(A) All casing and materials may be removed prior to initiation of
abandonment procedures if the Director finds such removal will not be
responsible for, or contribute to, the contamination of an underground
source of drinking water.
(B) The entire depth of each well shall be sounded before it is sealed to insure
freedom from obstructions that may interfere with sealing operations.
Permit No. WIo100061 Page 7

(C) Each well shall be thoroughly disinfected, prior to sealing, if the Director
determines that failure to do so could lead to the contamination of an
underground source of drinking water.
(D) Each well shall be completely filled with cement grout, which shall be
introduced into the well through a pipe, which extends to the bottom of the
well and is raised as the well is (filled.
(E) In the case of gravel -packed wells in which the casing and screens have
not been removed, the casing shall be perforated opposite the gravel pack,
at intervals not exceeding 10 feet, and grout injected through the
perforations.
(F) In those cases when, as a result of the injection operations, a subsurface
cavity has been created., each well shall be abandoned in such a manner
that will prevent the movement of fluids into or between underground
sources of drinking water and in accordance with the terms and conditions
of the permit.
(G) The Permittee shall submit a Well Abandonment Record (Form GW-30)
as specified in 15A NCAC 2C .Q213(h)(1) within 30 days of completion
of abandonment.
3. The written documentation required in Part IX (1) and (2) (G) shall be submitted to:
Aquifer Protection Section-UIC Staff
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Permit No. W 10100061 Page 8

Mechanical Integrity Test Record.
(For 5QM Geothermal Heat Pump Injection Well System)
Owner/Permittee Name: Permit Number: W1
Facility Address:
Home Phone: Call Phone;
Heat Pump Contractor Name:
Office Phone: Cell Phone:
Tester Name: Signature:
Date of Test:
Loop
Initial Pressure (psi) Final Pressure (psi)
Duration Pass (Yes or No) .
(minutes)
l �
2
I
3
4 k
5
6
1
s
9
10
11
12
13
14
j
15
Any additional loop testing add to back of this form
Comments:
Other Test Methods and Results:
This form must be filled out and signed by the tester. The record must be received by Aquifer Protection Section 24
hours prior to the initiation of the operation of the facility. You can send the form by mail: UIC Program, Mail
Service Center 1636, Raleigh, NC 27699 or by fox: 919-715-0588.
Permit No. W10100061 Page 9

Loop Initial Pressure(psi) Final Pressure(psi) Duration (minutes) Pass es or No)
Permit No. WI0100061 Page 10

RE: Roberts Permit
Subject: RE: Roberts Permit
From: "Anna Jeffreys" <[e-mail]>
Date: Mon, 15 Dec 2008 14:41:36 -0500
To: "'Michael Rogers"' <[e-mail]>
Michael,
Yes, we are the Heat Pump contractor.
Thanks,
Anna
Anna Jeffreys
Home Energy Inc.
Administrative Assistant
WEB Site www.TheHomeEnergyComl2any.com
Email - annaf(t-)TheHomeEnergyCompany.com
Office 919-366-0261
Fax [phone]
EFAX 305-768-6280
-----Original Message -----
From: Michael Rogers[mailto:Michael.Ro�ers(u)ncmail.net]
Sent: Monday, December 15, 2008 1:50 PM
To: Anna Jeffreys
Subject: Roberts Permit
Anna -
You left blank the heat pump contractor on the App for the above. 1
assume Home Energy is the contractor, but for the record I need for you
to confirm via this email.
Thanks
1 of 2 12/15/2008 2:54 PM

RE: Roberts Permit
-Michael Rogers
DWQ
2 of 2 12/15/2008 2;54 PM

[Fwd. 5QM permit application in Haywood County]
Subject: [Fwd: 5QM permit application in Haywood Counryl
From: Mike Rogers <[e-mail]>
Date: Mon, 15 Dec 2008 10:06:51 -0500
To: [e-mail]
------- Original Message--------
Subject:5QM permit application in Haywood County
Date:Thu, 11 Dec 2008 10,50:10 -0500
From:Julie Vann CJulie.Vannmu ricmail.net>
To: Mike Rogers <Mike.Rogers(rrncrnail.net>, landon.davidsonwncrnail.net, Julie Vann
<Julie. V annru,ncmail. nett
Hi, Mike;
1 was planning on meeting the geothermal contractor from Home Energy on site at 575 Trail Barn Road
tomorrow for a site inspection. However, Home Energy called me this morning (or yesterday...cant
remember) to postpone the site visit and since I will be leaving for several weeks on Monday I told him to
go ahead without me. I am sorry I did not notify either of you about this, it only happened very recently.
The summary is .... I will not be able to do the inspection in a timely manner so please proceed with issuing
the permit. My prime reason for requesting the inspection was to check out the setbacks, but that is
another matter...it was more about the water well than the geothermal, and meeting the contractor, as
opposed to any red flags presented by the application.
BTW, the name on the application is James Roberts Jr. and Marjone Roberts. No mention of Howell or
Utah Mountain, which is why I drew a blank on your email.
Julie
Mike Rogers
NC DENR Winston-Salem Regional. Office
Division of Waste Management, UST Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
1 of 1 12/15/2008 1.15 PM

Permit W10100051
Subject: Permit W10100061
From: Julie Vann <[e-mail]>
Date: Wed, 19 Nov 2008 10:27:47 -0500
To: Michael Rogers <[e-mail]>
Mike;
Upon reviewing the 5QM permit application for proposed permit WI0100061, I
intend to conduct a site investigation and fill out the associated field staff report.
Thanks
Julie
Julie Vann <Julie.Vann�uincmail.net>
NC DENR - Asheville Regional Office
Division of Water Quality - Aquifer Protection Section
1 of 1 11/19/2008 11:07 AM

Michael F, Easley, Governor
Wlliiam G. Ross Jr., Seerstary
North Carolina Depsrlment of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
November 17, 2008
James H. Roberts, Jr.
Marjorie H. Roberts
575 Timber Barn Trail, CEP 880-1911
Waynesville, NC 28785
Subject: Acknowledgement of Application No. WIO 100061
James H. Roberts Jr. SFR
Injection Mixed Fluid GSHP Well System (5QM)
Haywood
Dear Mr. and Mrs. Roberts:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit
application and supporting materials on November 7, 2008. This application package has been assigped the number
listed above and will be reviewed by Michael Rogers.
The reviewer will perform a detailed review and contact you with a request fur additional information if necessary,
To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in
providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, crust provide recommendations prior to final
action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days
after receipt of a complete application,
If you have any questions, please contact Michael Rogers at 919-715-61666166, or via e-mail at
michael.rogers@ncmail,net, If the reviewer is unavailable, you may leave a message, and they will respond
promptly. Also note that the Division has reorganized. To review our new organizational chart, go to
hq+:/ o.enr.state.nc.us/documents/dwc3 crgchart.Rdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
aDebra
f
ts
Supervisor
cc: Asheville Regional Office, Aquifer Protection Section
Home Energy Inc, (David Boyd, P.O. Box 238. Wendell, NC 27591)
Permit Application File W10100061
Aquifer protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www,ncwater❑u ft .oro Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opporlunity Affirmallve Action Employer- 50% Recyciedl10% Post Consumer Paper
tell, Csn 'na
ratur�y
Telephone: [phone]
Fax 1; [phone]
Fax 2: [phone]
Customer Service: (877) 62M748

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NORTH CAROL.INA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES {NCDM�W
APPLICATION FOR PER14Il'g` TO CONSTRUCT ANDIOR USE A WELL(S) FOR
INJECTION WPI`H A GEOTH$RdlfAL BEAT PUMP SYSTRM FOX -
TYPE 20K WELL
New Permit Application OR Renewal (check one)
DATE: / V n V. _ 1� , 20-Ar
PERMIT NO. (leave blank if NEW pe mit application)
A. PROPERTY OWPiLWVAPPLICANT(S)
List agh Property Owner listed on prop aty deed (if owned by a
cnaty and a reprwetdsti► a alsuthority for signature).
a .0—d �O
(1)
or gornmrnent agency, sum name of
Mailing Address: _ 575' 7Lt1bez�r _&w l E' a-d
City: i Smte: &e--zp Code: 7 Count;
HomclOSice Take No,,: t- gulp _-_/ 41PA! _ W No.: nw r
EMAIL Address: h J' Q A3 & eaeokblnkod. com
(2) Pbysical Address of Site (if diffamm than above):
City: State:: Zap Code: Casmty:
NomeKXrxe TeleNa: Cell Na:
EMAIL Address:
AUTHORIZED AGENT OF OWNER, IF ANY (if flee Permit Applicant d. cuss not own the subject property,
attach a letter &nm the property owner authorizing Aprit to iusrall and operate UIC well)
Company Name:
Contact Pe s= EMAIL Address,
Address:
City: Slate: Zip Codes C'auaaty:
Ofce Tele No.: Celt No.:
Websine AAdams of Company, if any
C. STATUS OF APPLICANT
Private: Fcdaal: Comnwrcial:
5't3te; Muniapal: Native American Lands:
REGEIVEO 1 DEAR 1 DWO
AQU1FFR,PRnTFr.; xnu SFMON
npUnJtc 4QM WcH Pamn Ap UnUm (Rrriied MOOS) NOV 0 7 2008 �{ t

6289261934 p,2
D. WELL DRMLER INFORMATION
Company Name:±i mc- ' f
Well DrOling Contracrar's Narzre:
hrC Conftacw Ceraf3cstioFn No - "'+-� ,r f
F.
Contact Person ty hve, t1
Address: 3oz_� '� r r —� - �►�
City: �� � _ Zin Code: �J County:
Office Trle No.: �Le ' .C•� _ Cell No.: '
HEAT PUMP CON —I FAC T CAR INFORMATION (if different thaa drifter)
r ill l
CompanyNarne:__ _ _ - -
Contact Pc sm-. EMAIL Address _
City: Zip co*_. County.
Cf is ct Tele N o.: Calf No.:
INJECTION PROCEDURE (briefly describe how the injection well(s) will be used)
G. WELL. CONSTRUCTION DATA Side to SQcqgn H d SK6 ft a Permit RENE►' A_L
(1) Proposed date to be constrt.tcted: � � �d � nb Number ofberings: or � o 15f+)
Approximate depth of each boring
(2) Chan osl additives to be used in closed -loop systern (mly Own chemicals indicated have been approved):
��_--pxvpyicrte glycol ethanol other (other additives wilil
need prior approvui by NCDENR before use)
(3) Type of tubing to be used (copper, PVC, etc):
,01"Yad casing. Is the well(s) coed? (check either (a.) Yl S or (b.) NU below)
(a) YES if yes, then provide casing information such as tM (steel.= PVC, plastic, etc.), ?isameter
drpt!!� and extent of casing appearing above ground:
(b) NO
(5) Grout (material surrounding well casing andlor piping) -
(a) Grout type: Cement Bentouitey Other (specify)
(b) Grout depth of tubing (refemnoe to land surface): fmm 6*w to ^ (fret)
If wall bag casing indicate grout depth: Cram `fin (Saei)
H. INJECTION -RELATED EQi.fI1pA'IENT
Minch a (gram sbcwing the engineering byed or proposed modifiealiorn of the injection equipment and eattertor
piping/Mbing associated with the injection operation. The manu&crt►rer's brochwe may provide supplementary
Edon.
OPUIUIC SQM well Permit Applk;uina (Revised 7R008) ft 2

1VVV VU ua ua."p na1 rcooerta
828W61 GrJ4 p.1
L LOCATION OF WELusi
AUMh two Coors of xrtapa showing the fdlowving information:
(1) inch a Bite tap (can be drawn) show law buadirw% property tines, worfnae water bodies, powntial =noes
of gtuttndwetw eat ilmdan and the a&-zdab m of wW distaaces betvr= the proposed •veil(s) and sax
exlsdng welka) or ►haste dtspaaal facilities such as septic tads or fain fields locsaed within I Ooo rver of the
podi t'rrirI tfat pump well system. Label all feahzes clearly and includehriclude a aq arrow
(2) Include a topograpWc: map of the ww extem&ng one mile fxcRn the property bmmdarirs and
indicate The facility's location and the map m me.
J. POTABLE WATER WS)
Are there any potable wader well(s) on the abject pmparty or adjacent propels? _YES NO
If Yes, than irA6CRtc location aD attached =p(s).
K. CERTMCA71014
Note: This Perm* Appl[caden mast lbc signed by gpAc Person appeati ft on the recorded [egg property deed.
"I hereby certify, u Wkx penahy of law, that I lure p -1 By examined sod am f5miliar with the infarmtiun
submitted in this documan and all attachments thereto and tip based on my inquiry of those individuals
inmu distely regxwsble far obtaining said iaformatiaq I believe that the inforimtion is trite, acauate and compicte.
I am swan that there are dg"cant penalties, including the potability of fines and imgrLwmnent, for submitting
false informatiom I agree to qua; operates tmiIaaik repair, and if applicable, abandon tbo injection wmU and
all related appudan ux= in wconbnrc with the ap2axU4 spccifkadans ark conditions of ft emit"
or
4
Sigmture of Autb mize d Agent, if any
Print or Type Full Name
Please return two copics oftbe completd Application package. to:
North GroMna DE-1 R--DWQ
Aquifer Protection Section
U rC Program RECEIVED � DENR / DWO
1636 bM Service Cuter AQU1FFR pRoTFrnnN fiFMIION
Rakigh,14C 27699-1636 NOV 4 7 ?0lR
Tekpbone (919) n 5-6935
GPUM C5QU Weft AQmis Annotation (Renevd TRDOV) Page 3

Map of 575 Timberbam Tr1 Waynesville, NC by MapQtYest
Page I of 2
MAPOUEST
A: 575 Timberbarn Tri, Waynesville, NC 28785-8805
it Call 1-800-FREE411 (1-840-373-3411) and get MapQuest- Directions ►►ia-text message.
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http:llwww.mapquest.comlmaps?city=Waynesville&state=NC&address=575+Timber+Bar. , . 11/5/2008

I40 Connector, Clyde, NC 28721 to 575 Timberbarn Trail, Waynesville, NC 28785 -Goo... Page 1 of 2
Directions to 575
Timberb rn Trail,
:
Waynesville, ND 28785
12.0 mi — about 19 mins
Save trees. Go green! ./
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http://maps.google.comlmaps?f=d&saddr=I40+Connector,+Clyde,+Haywood,+North+Ca... 12/15/2008

140 Connector, Clyde, NC 28721 to 575 Timberbarn Trail, Waynesville, NC 28785 - Goo... Page 2 of 2
140 Connector, Clyde, NC 28721
74 1. Head southwest on U5-74 W 4 go 3.3 mi
About 3 mitts total 3.3 mi
19 2.
Take exit 103 to merge onto U5-19 toward
go 3.7 mi
Cherokee
total 7.0 mi
About 6 mins
3.
Slight right toward Jonathan Creek Rd/U5-276'
go 0.1 mi
total 7.2 mi
�7s 4.
Slight right at Jonathan Greek RdtU5-276
go 2.0 m�i
About 2 mitts
total 9.1 m1
rO 5.
Turn right at NG-1311/Utah Mountain Rd
go 2.3 mi
Continue to follow Utah Mountain Rd
total 11.4 mi
About 6 mins
G.
Slight right at Timberbarn Trail
go 0.6 mi
Destination will be on the lei :
total 12.4 mi
About 2 mins
575 Timberbarn Trail, Waynesville, NC 28785
1 hese directions are tar planning purposes only. You may find that construction
projects, traffic, weather, or other events may cause conditions to differ from the
map results, and you should plan your route accordingly. You must obey all signs
or notices regarding your route.
Map data @2008 , Tele Atlas
http: //maps. google.comlmaps?lyd&saddr140+Connector,+Clyde,+Haywood,+North+Ca... 12/ 15/2008

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GENERAL, NOTES
CONSTRUCTION E S QUENCE
1 -ALL S fTEWpRK SHALL BEIN ACCO WITH ALL 'LOCA STATE AN
D ND
NA
NATIONAL REGULATORY STAND
STANDARDS AND A
ALL REQUIREMENTS
5 1N THE
10. THE CO NTRACTOR SHALL VERIFYALL DIM IN TH'" t
F F ELD BEFORE
CONSTRUCTION.
C ON. THE CONTRACTOR SHALL FOR
THIS !S A 29,30t ACRE
E PROJECT WIT
H TH APPRO XIMATELY 1 6.70 ACRES OR LESS 70 BE DE STUBBED.
PROJECT TECHNICAL SPECIFICATIONS DATED MARCH, 2008.
FIELD T]fMENS14NS, IF THE PLANS DIFFER FROM ACTUAL FIELD
O ACTUAL FIELD
THE PROJECT IS. LOCATED AT 161 CLARKS CHAPEL ROAD; MACON COUNTY NORTH CAR OLINA-
2. THE CONTRACTOR SHALL PROVIDE DURING CONSTRUCTION, AND ANY
CONDITIONS, IT f5 THE CONTRACTOR'S RESPONSIBILITY 1-0 NOTIFY THE:
OWNER AND ENGINEER- IMMEDIATELY PRIOR TO PROCEEDING WITH
CONSTRUCTION SHOULD BEGIN ON JULY 2D08 AND BE COMPLETED BY"AUGLIST 2009.
THE CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS:
SUBSEQUENT-
NT MAINTENANCE, PROPER SIGNS SIGNAL LIGHTS, FLAGMEN
OTHER WARNING DEVICES FOR THE PROTECTION OF TRAFFIC IN
CQNs7Rucnp .
1 . CON
TRACTOR TO OBTAIN ALL NECESSARY PERMITS.AND
CONFORMANCE WflH THE LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS INCLUDING ANY
-
1 1 IT IS THE CO S RESPONSIBILITY PROTECT NY-DA AND
2 IN STALL ALL
L SILT FENCE S, CONSTRUCTION ENTRANCES AND OTHER MEASURES
SLIBSE QUENT A MENDME NT5 OR P 5U PL EMENTS. THE CONTRACTOR
PRIVATE 7 I A E PROPERTIES
R ES THROUGHOUT
tIT CON
CONSTRUCTION. A DAIuLA NY GE TO
T
A S SHOWN O T
N HE PLANS.
SHALL GIVE NOTICE TO THE NCDOT DISTRICT ENGINEER PRIOR TO
STARTING ANY CONSTRUCTION ACTIVITY WITHIN NCDOT RIGHT-OF-WAY.
?iSBLSC OR PRYJATE PROPERTIES THAT 1S A RESULT 07=
CONSTRUCTION, SHALL BE PROPERLY REPAIRED BY THE CONTRACTOR
3. ALL EROSION CONTROL MEASURES INCLUDING TEMPORARY CONSTRUCTION
AT THE CONTRACTOR'S EXPENSE.
ENTRANCE, SEDIMENT BASINS, SILT FENCE AND TEMPORARY.DITCH CHECKS
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SITEWORK
CONSTRUCTION AND SCHEDULING AS REQUIRED TO PERMIT THE
12. THE CONTRACTOR IS TO COORDINATE ALL TIE-IN WORK VV0I THE
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH`CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN. MANUAL..
INSTALLATION OR CONSTRUCTION OF OTHER TRADES IN A LOGICAL
UTILITY OWNER AND THE ENGINEER. ANY DISRUPTION IW E
SEQUENCE; ,(IE: BUILDING .CONTRACTORS, ELECTRICAL CONTRACTOR, ETC.).
SERVICE OF EXISTING UTILITIES WILL REQUIRE THE PERMISSION OF
THE, UTILITY OWNER.
4. IMMEDIATELY AFTER THE PROPOSED STORM DRAINAGE IS INSTALLED, THE INLET / OUTLET
4. THESE PLANS SHOULD NOT BE USED IN ANY WAY FOR THE
13. ALL CUT AND FILL SLOPES SHALL"BE 2 (HORIZONTAL) TO-1 '
PROTECTION DEVICES SHOULD BE INSTALLED AROUND PROPOSED STRUCTURES AND
THE END OF PIPES.
SALE OR CONVEYANCE OF LAND AND/OR RIGHT-OF-WAYS.
(VERTICAL) OR FLATTER UNLESS OTHERWISE NOTED.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN
14• ANY RIGHT-OF-WAYS, EASEMENTS AND PROPERTY DESCRIPTIONS OR
5. CONTRACTOR SHALL CONTINUOUSLY: MAINTAIN EROSION CONTROL DEVICES AS
NEEDED OR AS REQUIRED BY THE ENGINEER OR INSPECTOR THROUGHOUT THE
ADEQUATE EROSION CONTROL DEVICES (SILT FENCE, SEDIMENT TRAPS AND
ACQUISITIONS WHICH MAY BE REQUIRED FOR THIS PROJI_CTARETO
COURSE OF THE PROJECT.
BASINS, DITCH CHECKS, INLET PROTECTION, CONSTRUCTION ENTRANCES ETC.)
BE PROVIDED BY OTHERS.
AS REQUIRED TO PREVENT ANY OFFSITE SEDIMENTATION, SILTATION OF CREEKS
OR TRACKING OF MUD OR DEBRIS ONTO.PUBLIC ROADS. ALL EROSION CONTROL
15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADES IN ACCORDANCE
MEASURES SHALL BE IN ACCORDANCE WITH THE NC SEDIMENTATION CONTROL
COORDINATE ALL SITE VISITS BY THE. ENGINEER. THE CONTRACTOR
WITH SEEDING AND PLANTING SPECIFICATIONS FOR THE PROJECT.
COMMISSION, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
AND THE APPROVEDDESIGN PLANS AND SPECIFICATIONS.
SHALL NOTIFY THE ENGINEER AT LEAST THREE DAYS IN ADVANCE OF
UTILITY INSTALLATION.' IT IS THE CONTRACTOMS RESPONSIBILITY TO
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
KEEP OPEN UTILITY TRENCHES SAr - r�IJD c . VLIRE. NO TRENCHES
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES
PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. THE LOCATION
SHALL BE LEFT OPEN WHEN WORK CREWS ARE NOT ONSITE..
ONCE THE ENGINEER'S SITE VISIT HAS BEEN CONDUCTgD; IT IS THE
8. ADDITIONAL EROSION CONTROL MEASURES MAY BE NEEDED -AS SITE CONDITIONS
OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED.
CONTRACTOR'S RESPONSIBILITY TO PROPERLY BACKF L THE OPEN
WARRANT OR AS PER THE EROSION CONTROL INSPECTOR.
ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT
TRENCHES ON THE SAME WORKING DAY.
IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION
16.
PRIOR CONSTRUCTION. ANY DAMAGE TO UTILITIES INCURRED DURING
THE EXISTING PROPERTY LINES, LOCATION AND TOPOGRAPHIC
.l£
9. TEMPORARILY SEED, MULCH STABILIZE DENUDED AREAS THAT WILL NOT BE
.
OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY
INFORMATION WERE PREPARED BY OTHERS, AND DO`S NOT REPRESENT
R
BROUGHT TO FINAL GRADE FOR PERIOD OF MORE THAN 15 CALENDAR DAYS.
OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S
THE WORK OF CIVIL DESIGN CONCEPTS, PA.
EXPENSE. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIESAT
LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.
17. REMOVEDDLL STRUCTURES AND UTILITIES TO BE DEMOLISHED AND
10."ONCE THE SITE HAS BEEN STABILIZED AND APPROVED BY THE INSPECTOR,THE
TEMPORARY EROSION CONTROL MEASURES.MAY BE REMOVED.
ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT
F
REMOVED THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN.
1-800-632-4949, 48 HOURS BEFORE CONSTRUCTION BEGINS.
ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES EN :OUNTERED
DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER
11. SLOPES THAT HAVE PROBLEMS ESTABLISHING A VEGETATIVE COVER WILL
7. 'IT IS THE CONTRACTOR'S SOLE :RESPONSIBILITY TO MAINTAIN'
SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF
OFF -SITE ATTHE CONTRACTORS EXPENSE. IN ACCORDANCE WITH
REQUIRE "JUTE MATTING" OR ANOTHER EQUIVALENT MATERIAL TO AID IN
THE ESTABLISHMENT OF A FULL COVER ON ALL SLOPES.
ADEQUATE JOB SAFETY AND SECURITY THROUGHOUT THE DURATION
OF PROJECT CONSTRUCTION.
APPLICABLE LOCAL, STATE&:FEDERAL.REGULATIONS. CONTRACTOR
IS RESPONSIBLE FOR OBTAINING ANY. REQUIRED PERMITS.
12. PROVIDE GROUND COVER SUFFICIENT TO RETAIN EROSION FOR ANY
8. .ALL PROPOSED FINISH ELEVATIONS ARE THE FINAL ELEVATIONS
INDICATED FOR ASPHALT, CONCRETE OR GROUND. SEE APPROPRIATE
18. IT IS RECOMMENDED THAT THE OWNER OBTAIN A SOIL SAMPLE THE AREA
DISTURBED AREA WITHIN 15 WORKING DAYS OR 60 CALENDER DAYS FOLLOWING
COMPLETION OF CONSTRUCTION, WHICHEVER IS SHORTER.
DETAILS TO. DETERMINE SUBGRADE ELEVATIONS.
TO BE DISTURBED AND HAVE THE SAMPLE EVALUATED PRIOR TO SEEDING IN
ORDER TO PROVIDE MORE DIRECTION IN LIME AND FERTtUZE:APPLICATION
13. CONTRACTOR SHALL PROVIDE ALL NECESSARY ALLOWANCES TO ANTICIPATE
-
9. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES,
RATES.
A FULL TEMPORARY SEEDING OF THE SITE PER THE SPECIFICATION IN THE
FALL OF 2008 FOLLOWED IN THE SPRING OF 2009 WITH A COMPLETE PERMANENT
PROPERTY LINES AND BUILDING LINES UNLESS OTHERWISE NOTED. ALL
DIMENSIONS ARE HORIZONTAL UNLESS OTHERWISE
19. CONTRACTOR SHALL PROVIDE ALL NECESSARY ALLOWANCES TO ANTICIPATE
SEEDING OF THE ENTIRE SITE, PER THE SPECIFICATIONS. ANY REQUIRED
NOTED.
A FULL TEMPORARY SEEDING OF THE SITE PER THE SPECIFICATION IN THE
MAfNTENANCE/REMOVAL OF THE TEMPORARY GROUND COVER PRIOR TO APPLYING
FALL OF2008 FOLLOWED IN THE SPRING OF 2009 WITH A 0OMPLETE PERMANENT
THE PERMANENT SEEDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
SEEDING OF THE ENTIRE -SITE, PER THE SPECIFICATION-,. ANY REQUIRED ' --
MAINTENANCE/REMOVAL OF THE TEMPORARY GROUfIlC "LWC-R PRInIz Tr) aepl vrnlr..--
K
COORDINATE
INFORMATION TABLE
NOTE: '
SEE SHEET C-2 FOR COORDINATE LOCATIONS
START PROPOSED C/L
72 1
P.C. PROPOSED CIL
7
P.T. PROPOSED CIL
4❑
PROPOSED C/L
1
(c� EDGE OF EXIST ROAD
N.= 10031.41
N.= 1009.6.50 `
INTERSECTION
N.= 10383.12
E.= 10660.71
E:= 10610.80
N.= 10383.12
E.= 10654.70
E. = 10654.70
J
•
5❑
P.C. PROPOSED C/L
6�
P.T. PROPOSED C/L
7❑
P.C. PROPOSED C/L
0
P.T. PROPOSED C/L
etcS
SEEDING SCHEDULE
SCHEDULES
N.= 10469.05
E.= 10666.04
N.- 10604.32
E.=
N.- 10698.00
N.- 10730.37
10665A5
E.- 10652.24
E.w 10619.58
PERMANENT SEEDING SCHEDULE MIXTURE #1 M
__
PROPOSED C/L
10
PROPOSED C/L
11
PROP. CR ASPHALT
[121
PROP. CR ASPHALT
INTERSECTION
INTERSECTION
N.= 10426.75
N.= 10685.50
Seeding Mixture
Soil amendments-
N.= 10407.59
N.w 10398.95
E= 10568.70
E.- 10602.87
Species Rate (lb/acre)
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
E.= 10469.34
E.- 10534.77
agricultural limestone and 1,000 lb/acre 5-10-10 fertilizer.
H
Tall fescue 100
Sericea lespedeza 20
- -
13
PROP. `CR ASPHALT
14
PROP. CR ASPHALT
15
PROP. CR ASPHALT
16
PROP. CR ASPHALT
Korean lespedeza 10
Mulch
N.= 10710.35
-N.= 10720.95 '',
N.= 10698.93
N:= 10446.40
Redtop 5
Apply 4,000-5,000 lb/acre grain straw over ail disturbed' areas immediately
E.= 10581.43
E.=10501.13
E.10477.514
E.= 10444.20
- Kentucky bluegrass 5
after seeding. Anchor mulch by tacidng with asphalt roving or netting.
Seeding note
Netting is the preferred anchoring method on steep slopes.
After Aug. 1, use unscarified seed for Sericea lespedeza.
MalntenanCe
17
PROP. CR ASPHALT
Fla
PROPOSED
19
PROPOSED C/L
20
START PROPOSED C/L
N.= 10631.61
EDGE ASPHALT
INTERSECTION
@ EDGE OF EXIST ROAD
Nurse plants
Mow as required to maintain a typical lawn stand of grass. Refertilize each
E.- 10415.20
Nr 10733.39
N.= 10832.13
N.= 10930.24
Between May 1 and Aug. 15 add 10 lb/acre German millet or 15 lb/acre
spring until project is complete. Reseed, fertilize and mulch damaged areas
E.- 10428.63
E.= 10442.45
E.= 10489.95
Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain). It
immediately.
may be beneficial to plant the grasses in late summer and overseed the
lespedezas in March.
21
PROPOSED
PROPOSED
23
PROPOSED
24
PROPOSED
G
EDGE ASPHALT
EDGE ASPHALT
EDGE ASPHALT
EDGE ASPHALT
Seeding dates
N.- 10795.07
N.= 10770.06
N.= 10793.36
N,= 10758.94
Best Possible
E.= 10411.18
E.= 10364.78
E.= 10188.35
E= 10143.46
Below 2500 ft: Aug. 15-Sept. 1 July .25-Sept::15
Mar. 1=Apr. 1 Mar. 1-May 10
25
PROPOSED
26
PROPOSED
O
27
PROPOSED
28
PROPOSED
Above 2500 ft: July 25-Aug. 15 July 15-Aug. 30
EDGE ASPHALT
EDGE ASPHALT
EDGE ASPHALT
EDGE ASPHALT
Mar. 20-Apr. 20 Mar. 5-May 15
Iti t u
•= 5Z•G•�?;
N .= 10531.77
N.=.10471.01
N= 1D460.81
E.= 10114.04
E.= 10108.43
E.= 10087.29.
E:= 10102.78
Complete seeding earlier in the fall, and start later in spring on north and
east facing slopes.
29
PROPOSED
30
PROPOSED
31
PROPOSED
32
PROPOSED.
EDGE ASPHALT
EDGE ASPHALT
EDG-F ASPHAI T
EDGE ASPHALT
N.= 10446.62
N.- 10464.47
N - 10488.26
Nr 10645.04
F.
TEMPORARY SEEDING -LATE WINTER/EARLY"SPRING
E= 10134.50
F 10130.88
E.- 10140,00
E.- 10160,70
Seeding Mixture
Soil amendments
33
PROPOSED
34
P.C. PROPOSED C/L
35
PROPOSED C/L
Species Rate (lb/acre)
Follow recommendations of soil tests or apply 2,000 lb/acre..'EDGE
ASPHALT
N.= 10744.86
INTERSECTION
-.
R
ground agricultural limestone and 751) lb/acre 10-10-10 fertilizer.
N ■ 100 132,26
E.= 10509.84
N.= 10383.90
15
16
17 18
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DRAINAGE STRUCTURE. TABLE
STRUCTURE #
TYPE
REFERENCE
ELEVATION
INVERT
STRUCTURE
NCDOT STD.
GRATE
NCDOT STD.
S-1
DROP INLET
GRATE = 2041.40
2039.80
840.14
840.16
S-2
DROP INLET
GRATE = 2042.87
2040.87
840.14
840.16
S-3
DROP INLET
GRATE = 2042.57
2D40.15
840.14
840.16
S4
DROP -INLET
GRATE = 2039.33
2036.50
840.14
840.16
S-4
DROP INLET
GRATE=2039.33'
2036.50
840.14
840.16
S-5
FLARED END SECT.
N/A
2033.00
N/A
N/A
S-6
DROP INLET
GRATE = 2040.50
2037.50
840.14
840.16
S=7
DROP INLET
GRATE - 2040.30
2036.37
840.14
840.16
S-8
DROP INLET
GRATE - 2042.00
2035.56
840.14
840.08
S-9
FLARED END.SEM:.
N/A
2027.00'
N/A
N/A
S-10
DROP INLET
GRATE = 2041.20'
2037.37 -
840.14
840.16
S-11
DROP INLET
GRATE=2042.55
2039A5 _
846.14
840.16
S-12
DROP INLET
GRATE - 2041.70 :
2038.70
840.14
840.16
840.16
S-13
DROP INLET
GRATE a 2041.00
2038.00
840.14
S-14
DROP INLET
GRATE ■ 2039.40
2035.07
840.14 .
840.16 .
S-16
FLARED END SEgF.
N/A
2014.50 .
N/A
N/A
S-16
DROP INLET
GRATE = 2039.80
2035.30
840.14
840.16
S-17
DROP INLET
GRATE = 2041.00
2037.00
840.14
840.16
S-18
DROP INLET
GRATE = 2037.80
2034.00
840.14
840.16
S-19
DROP INLET
GRATE = 2035.80
2025.71
940.14
840.16
S-20
FLARED -END SECT.
N/A
2012.00
N/A
N/A
S-21
CONC. ENDWALL
PER STD. 83BAO
2014.78
MATCH EXISTING
838.40
N/A
S-22
CATCH BASIN -
HOOD = 2025.80
2021.80
840.02
840.03
S-23
CATCH BASIN
HOOD = 2025.80
2021-00
-840.02
840.03
S-24
CONC. ENDWALL
PER STD. 838.40
2013.62
(MATCH EXISTING)
838.40
N/A
S-25
FLARED END SECT.
N/A
2026.50
N/A
NIA
S-26
DROP INLET
GRATE=2631.50
2028.50
840.14
840.16
S-27
DROP INLET
GRATE = 2031.90
2029.00
840.14
840.16
S-28
DROP INLET -•
GRATE - 2035.00
2032.00
840.14
640A6
S-29
FLARED END SEc:i.
NIA: `
2031.00 -
N/A _ -
N/A
S-30
FLARED END SECT.
WA
2026.50
NIA
N/A
S-31
DROP INLET
GRATE ■ 2043.30
-
2039.30
2038.81
2037.07
840.14
840.14
840A4
840.18
840.16
S-32
DROP INLET
(IRATE ■ 2043.10
S-33
DROP INLET
ORATE ■ 2040.50
GRATE - 2043.50
GRATE = 2D42.70
840.16
-8.34
DROP INLET
2039.50.
2039.70
840.14
SEE NOTE #2
840.16
PEDESTRIAN SAFE
8- 5
DRAIN BASIN
8.36
DROP INLET
GRATE = 2019.00
2015.00
840.14
840.16 -
_
S-37
FLARED END SECT.
N/A
2013.00
NIA
NtA
ye (9raln) 120 - - -- - - -
Annual'lespedaza (Kobe in Piedmont 50 Mulch E,� 10163.15 E.= losaa.7s
and Coastal Plain, Korean in Mountains) DRAINAGE NOTES:
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A Fisk with blades set nearly
Omannual lespedeza when duration of temporary cover is not to i 1. ALL PIPES SPECIFIED AS HDPE SHALL BE DOUBLE WALL, SMOOTH INTERIOR PIPE
Straight can be used as a mulch anchoring tool
extendbeyondJune.
Maintenance MEETING AASHTO '0252 AND M294 SPECIFICATIONS ADS N ANCOR SURE LOK OR
ME ( -12 H
OTHER EQUAL Pk )DUCT APPROVED BY THE ENGINEER
Seeding dates ).
Refertilize if growth is not fully adeq Reseed, refertilize and
i :' Mountains -Above 2500 ft: Feb. 15-May 15
Below 2500 ft: Feb. 1-May 1 mulch immediately following erosion other damage. 2. ALL INLINE DRAW: DRAIN BASINS AND FLARED END SECTIONS SHALL BE SUPPLIED
OR OTHER EQUAL PRODUCT APPROVED BY THE ENGINEER.
Piedmont -Jan. 1-May 1 BY ADS, HANCOf�
Coastal Plain - Dec.1-Apr. 15 .3. ALL INLINE DRAINS AND DRAIN BASINS SHALL BE EQUIPPED WITH CAST IRON,
PEDESTRIAN SAF` GRATES.
TEMPORARY SEEDING SCHEDULE - SUMMER
Seeding mixture
Soil amendments
Species Rate (lb/acre)
Follow recommendations of soil tests or apply 2,000 lb/acre
ground agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
German millet 40
®
In the Piedmont and Mountains., a small -stemmed Sudangrass may be
Mulch
substituted at a rate of 50 Ib/acre.
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
Seeding dates
straight can be used as an anchoring tool.
Mountains = May 15-Aug. 15
Piedmont - May 1-Aug. 15
Maintenance
Coastal.Piain -Apr. 15-Aug: 15
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - FALL
Seeding -mixture
Mulch
G
Species Rate (lb/acre)
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A isk.with blades set nearly
Rye (grain) 120
straight can be used as a mulch ancloring tool.
Seeding dates
Mountains Aug.15-Dec.15
Maintenance
Coastal.Plain: and Piedmont - Aug. 15-Dec. 30
Repair and refertil"Ize damaged area's immediately. Topdress with
SOIL amendments
50 lb/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb/acre Kobe
Follow soil tests or apply 2,000 lb/acre ground agricultural lime-
(Piedmont and Coastal Plain) or Koriian (Mountains) lespedeza in
stone and 1,000 Iblacre 10-10-10 fertilizer:
late February or early March.
.B
A
1(
1 2 3 4 5 6 7 8 9 10 11 12 13 14
INDEX OF PLAN
SHEET NO.
DESCRIPTION
C- i
GENERAL NOTES, TABLES
C 2
SITE LAYOUT PLAN
C ?
GRADING AND DRAINAGE PLAN
C t
STORM DRAIN' -LAYOUT PLAN
C
EROSION CONTROL PLAN
C B
UTILITY PLAN
C 7
SANITARY SEWER PROFILES
IC -8
BUILDING GRADING AND DRAINAGE PLAN
C9
SITE DETAILS
C-110
EROSION CONTROL DETAILS
C-h i
f
UTILITY DETAILS
15
16 17
18
Q
0�: 4 _
rC: t B?,pCS����
KKaI '7/
PREPARED BY:
C G
CIVIL DESIGN CONCEPTS, PA
200 SWANNANOA RIVER ROAD 1210 S. MAIN STREET
ASHEVILLE, NC 28805 WAYNESVILI E, NC 28786.
PHONE [phone] PHONE (828)4 ID
FAX [phone] FAX [phone]
www.civildesignconcepts.com
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CONSTRUCTION EX1 ST. PAVED _ _ I � _ `a i _ ,
— , I
ENTRANCE, SEE DETAIL ROADWAY,TYP. - _ '}' ; ' �_�_ �— '--�, TOTAL DCST�JRBED PF�EA = 16.01- A�CfES
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ARNING TAPE SHALL BE INSTALLED
WITHIN 18° OF FINISHED GRADE ABOVE
L GRADE HORIZONTAL PIPING TRENCH
GRADE
p o ! I=1 11=f 1 El 11=1 11=I 11=1 I f
+f
EARTH BACKFILL —1 R=! I-=III=I I =� I I=III % 48° MIN. i
60 AT FOOTERS
LEGEND
GSS # GROUND SOURCE SUPPLY
60 MIN. ROCK FREE 6` GS'R GROUND SOURCE RETURN r
SAND BACKFILL
a $ TYPICAL z
GEOTHERMAL
i WATER PIPING
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■� ENTIRE WELL BORE TO BE GROUTED �' -' = L
WITH THERMALLY ENHANCED GROUT
PER SPECIFICATIONS }a
rp -' 111flf'
IJl11o`
MAGNETIC PIPE LOCATOR TAPE PER 6" BORE HOLE
SPECIFICATIONS (HORIZONTAL PIPING)DIAMEI EIS (APPROX.) 3"
J IRON SURVEYOR'S ROD WITH LABELED W 0 `
CAP. OVER TOP OF EACH WELL 1' BELOW GRADE. p Q z
6„ INSTALL WITH CARE. REFER TO SPECS.. 17 Q
�I GRADE a o
1I2 z�
MIN. I BURY /��; // 3"
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AS SPECIFIED
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1-1/4 LINE INTO AND
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TYPICAL GRANITE OR S 2" (TYPICAL)
OTHER GEOLOGICAL FORMATION ; �_
AQUIFER ��` AQUIFER mg
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TO SPECIFICATIONS 3" < Q
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NOTES: �
W H-
1
1. REFER TO GEOTHERMAL WELL SPECIFICATIONS AND LOCAL WELL 01 __J Z W
STANDARDS FOR MORE INFORMATION PRIOR TO BIDDING/I.NSTALLATION, e'f__3 GEOTHERMAL LINES Ld 0
MiN. 2. WELLS TO BE SPACED 20' O.C. TO MECHANICAL ROOM � E
(MIN.) OR VAULT, !
3. WELL DEPTHS TO BE 450 FEET. 3: Q
B
4. 'GEOTHERMAL LOOP HEAT PUMP/EXCHANGER PIPING MUST BE PRESSURE
TESTED PRIOR TO INSTALLATION IN WELL. REFER TO SPECIFICATION FOR Z
REQUIREMENTS.
Y C
5. GEOLOGICAL FORMATIONS LISTED ABOVE ARE APPROXIMATIONS. SITE VERIFY Q .3
EXACT CONDITIONS DURING TEST WELL DRILLING. NOTE: APPROX. 6-7.5 GPM PER WELL (TYP.)
6. PRESSURE TEST PIPING PER NORTH CAROLINA MECHANICAL CODE AND SPECIFICATIONS Or•o,ring No.
PRIOR TO BACKFILLING HORIZONTAL PIPING. 3
7. CONTRACTOR TO FURNISH ONE TEST WELL PER SPECIFICATIONS. 2 �W`ELL FIELD PIPING DETAIL ���� o SUPPLY AND RETURN HEADER DETAIL �iG�.o
G' .0 NO SCALE G1.0 NO SCALE
TYPICAL GEOTHERMAL WELL BORING DETAIL �g
j so
G1.0 NO SCALE
� of z
1 2 3 4 5 6 7 1 8 1 9 1 10 11 12 13 14 15 16 1 17 18