WI0100246_Regional Office Physical File Scan Up To 9/23/2022

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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RECEIVE®
MAR 1 1 2013
DWQ/Surface Water Protection Section
__. -__i r%Mre
Print Clearly or Type Information. Illegible Submittals Will Be Returned As Incomplete.
DATE: January 29 , 201&t PERMIT . NO. (to be v
completed by DWQ) -
B.
A. TYPE OF GEOTHERMAL CLOSED -LOOP WELL TO BE CONSTRUCTED
(1) Aqueous (as per 15A NCAC 02C .0222): x Number of
wells: 28
(2) Direct Expansion (as per 15A NCAC 02C .0223) Number of
wells:
B.
C. B. STATUS OF WELL OWNER (choose one)
(1) Single Family Residence _ Submit this form two (2) business days prior to construction.
(2) Business/Organization Submit this form 30 days prior to construction.
(3) Government: State Municipal x County Federal Submit
this form 30 days
prior to construction.
C. WELL OWNER — For single family residences list the property owner(s). For all others, list
name of the business, organization, or government agency and person delegated signature
authority:
Housing Authority of the City of Asheville
Samantha Bowers Proiect Manager
Mailing Address: 165 South French Broad Avenue
1

City: Asheville State: NC
County: Buncombe
Day Tele No.: 828-258-1222
Zip Code: 28801
Cell No.:
EMAIL Address: sbowers(a7,haca.orE Fax No.: 828-254-2276
D. PHYSICAL LOCATION OF WELL SITE
(1) Parcel Identification Number (PIN) of well site:
County: Buncombe
(2) Physical Address (if different than mailing address): W. C. Reid. Center. 133
Livinpton Street
City: Asheville
E. MAPS, PLANS, AND SPECIFICATIONS
State: NC Zip Code: 28801
(1) Maps must be scaled or otherwise accurately indicate distances and orientations of
features located within 250 feet of the injection well(s). Label all features clearly
include a north arrow. Attach a site -specific map showing the locations of the
following:
• Proposed injection well locations
• Buildings
• Property boundaries
• Surface water bodies
• Water supply wells
• Septic systems and associated spray irrigation sites, drain fields, or repair areas
• Existing or potential sources of groundwater contamination
(2) Plans and specifications of the surface and subsurface construction details of the well
system.
2

F. TYPES AND CONCENTRATIONS OF ADDITIVES — List any- additives that will be
used and their concentrations. Only additives that the Department of Health and Human
Services' Division of Public Health determines do not adversely affect human health shall be
used. A list of approved additives can be found online at
httpJ/portal.ncdenr.or web/wq/aps/gwpro. All other additives require approval prior to use.
G. WELL DRILLER INFORMATION (if known)
Well Drilling Contractor's Name: MidSouth-Geothermal
NC Well Drilling Contractor Certification No.: CIVCWC
Company Name: r-Midsouth Geothermal- Contact Person: Karen Bisso
City: Memphis State: TN Zip Code: 38119
County: Shelby
rDay--Tel`No.: ��901=748=9095�a Cell No.:
CEMAIL Address: klii�idsouiheeothermal:com--7 Fax No.: 901-748-9097 .
H. HEAT PUMP CONTRACTOR INFORMATION
Company Name: R&W Inc.
Contact Person: Ralph Kiser EMAIL Address: hvac@rw-
mechanical.com
3

Address: 90 London Road
City: Asheville Zip Code: 28803 State: NC County:
Buncombe
Office Tele No.: 828-2744305 Cell No.:. Fax No.:
828-274-4307
4

I. PROTECTION — Provide a brief description of how (1) water supply wells; (2) surface
water bodies; and (3) septic systems and associated spray irrigation sites, drain fields, or
repair areas within 250 feet of the proposed injection wells will be protected during
construction of the wells:
None located within 250' of wellfield
J. VARIANCE — Pursuant to 15A NCAC 02C .0241 the Director of the Division of Water
Quality may grant a variance from applicable well construction or operation standards
provided that:
(1) use of the well(s) will not endanger human health and welfare or the
groundwater; and
(2) that construction or operation in accordance with the standards is not technically
feasible or the proposed construction provides equal or better protection of the
groundwater.
Any variance request should accompany submittal of this notification to expedite evaluation
Of the request. The variance request form' can be accessed online at
bAp:L/portal.ncdenr.org/webMWg/aps/gw,pro/Hermit applications -
K. SIGNATURES The following section is to be completed as required below or by that
person's authorized agent. 15A NCAC 02C .0211(e) requires signatures as follows:
(a) for a corporation: by a responsible corporate officer;
(b) for a partnership or sole proprietorship: by a general partner or the
proprietor, respectively;
(c) for a municipality or a state, federal, or other public agency: by either a
principal executive officer or ranking publicly elected official;
(d) for all others: by the well owner;
(e) for any other person authorized to act on behalf of the applicant:
documentation shall be submitted.with the notification that clearly identifies
the person, grants them signature authority, and is signed and dated by the
applicant.
"I hereby certify, under penalty of law, that I have personally examined and am familiar with
the information submitted in this document and all attachments thereto and that, based on niy
inquiry of those individuals immediately responsible for obtaining said information, I believe
that the information is true, accurate and complete. I am aware that there are significant
penalties, including the possibility of fines and imprisonment, for submitting false
a

information. I agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well and all related appurtenances in accordance with the 15.4 NCAC 02C 0200
Rules. "
Signature of Property Owner/Applicant
Print ur Type Full Name
Signature of Authorized Agent, if any
Print or Type Full Name
Fit

L. SUBMITTAL INSTRUCTIONS — Submit one copy of the completed notification package
to the each of the following:
(1) The Division of Water Quality Regional Office serving the area in which the
injection well facility will be located:
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Telephone: [phone]
Fax: [phone]
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Telephone: [phone]
Fax: [phone]
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville; NC 28115
Telephone: [phone]
Fax: [phone]
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Telephone: [phone]
Fax:.[phone]
Washington Regional Office
7

943 Washington Square Mall
Washington, NC 27889
Telephone: [phone]
Fax: [phone]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Telephone: [phone]
Fax: [phone]
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107-2241
Phone: [phone]
Fax: [phone]
(2) County Health Department in which the injection well facility will be located. A list
of county health departments can be found online at
hLtp://www.ncalhd.oria/couqty.htm
N.

Gast

From: James Hinte [mailto:[e-mail]
Sent: Wednesday, April 10, 2013 2:54 PM
To: Davidson, Landon
Subject: RE: WC Reid Geothermal project
I will and I will pursue the sewer option.
James B Hinte, PE
"Ut Prosim"
From: Davidson, Landon [maiIto: [[e-mail]]
Sent: Wednesday, April 10, 2013 1:38 PM
To: James Hinte
Subject: RE: WC Reid Geothermal project
Ok, thanks James. You may at least wish to consider direct discharge, I think they have a 6" line that terminates at the facility on running down
Gaston St. Also, I think the costs to discharge may be somewhat flexible but MSD (sewer authority) would have final say on that topic but
possibly worth pursuing. Thanks, keep me posted please.
Lando
From: James Hinte [mailto:jhinte midsouthoeothermal.coml
Sent: Wednesday, April 10, 2013 2:27 PM
To: Davidson, Landon
Subject: RE: WC Reid Geothermal project
We will incorporate polymers if necessary. Until we can determine the amount of water and composition of the water I can finalize our
treatment plan.
James B Hinte, PE
Vice President, Engineering
MidSouth Geothermal, LLC
8275 Tournament Dr., Suite 185
Memphis, Ph 901.748.9095
Fx 901.748.9097
From: Davidson, Landon [mailto:landon.davidson@ncdenr.00vl
Sent: Wednesday, April 10, 2013 1:18 PM
To: James Hinte
Cc: Wiggs, Linda
Subject: RE: WC Reid Geothermal project
James -
Thanks for the site plan. Based on the previously submitted plans and comments therein, I understand you will be treating the groundwater
produced from drilling to an acceptable level prior to discharge to the storm sewer. The plan you submitted simply states 'sump pump' and has

no further information regarding the treatment of water produced during drilling prior to discharge. Without additional information, it is
difficult to determine if you have sufficient plans and structures in place to treat water to an acceptable level. One option you may wish to
pursue, which would simplify your efforts, is to determine if you can discharge to sanitary sewer in the area. This option has been pursued by
other geothermal contractors in our area. To discuss this option, please contact Linda Wiggs at 828-296-4500. She can then discuss the option,
should you choose to pursue it, with the local sewer authority. If you have further information about how water will be treated, please forward
that information to me.
Sincerely,
Landon
by statute or
other regulation
From: James Hinte[mailto:ihinte(&midsouthgeothermal.com]
Sent: Wednesday, April 10, 2013 1:21 PM
To: Davidson, Landon
Cc: 'Karen Bisso'
Subject: WC Reid Geothermal project
Good afternoon Landon. Attached is our run off containment plan. We are installing our own temporary sediment basin to capture our runoff
and will install a sump pit in the well field area for the water to do to first. We will pump from there to the sediment basin. Please call me if
you have any questions.
On March 11, 2013, we received your notification of installation of a closed loop geothermal system to be installed at 133 Livingstone Street in
Asheville, NC. Please provide the following supplemental information:
1. The construction plan states that the contractor is responsible for management of groundwater produced during well construction.
Please provide additional information on how Midsouth will manage groundwater during construction of the wells. If you wish to have a
meeting with me to discuss your plans, please let me know;
2. The plans indicate that the storm drain inlet will be located in the area designated for a sediment basin; please provide information as
to how the drain inlet will be protected from receiving sediment laden groundwater produced during drilling; and, The site contractor has
undercut the parking lot and has installed protection around the inlet.
3. Please verify that efforts and devices used to 'treat' groundwater produced during drilling are separate from erosion control devices
used onsite and designed (ie., sized) for onsite erosion control only (i.e., not designed to receive and treat high volumes of groundwater).
Thanks. Please find attached general guidance on managing groundwater produced during well construction.
Landon
James B Hinte, PE

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PLUMBING
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NOTE THAT AFTER GEOTHERMAL
WORK THIS WILL BECOME A
RAIN GARDEN. SEE L-SERIES
ORAWINGS
ELECTRICAL
SITE PLAN - MECHANICAL - NEW WORN
'Too) SCALE: 1'- 2C'
0 20'
44'
GENERAL GROUNDWATER MANAGEMENT NOTES:
GROUNDWATER MAN
< CONSTRUCT TEMPORARY WATERWAY TO I
1. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS TO PRODUCE SATISFACTORY MANAGEMENT OF
GEOTHERMAL FIELD.
GROUNDWATER PRODUCED DURING DRILLING TO THE POINT WHERE IT IS SUITABLE FOR DISCHARGE TO STORM
SEWER. ACCEPTABLE MEANS AND METHODS INVOLVE SEDIMENT BASINS, SETTLING PONDS, SILT SACKS,
O PROVIDE TEMPORARY PIPING (MAY BE ON
HAULING AWAY FOR SUITABLE DISPOSAL ELSEWHERE, ETC. THEY ARE THE RESPONSBIUTY OF THE
CONTRACTOR. BIDDERS WILL BE PROVIDED WITH TEST BORE DATA CONTRACTOR WILL BE RESPONSBLE FOR
TO TEMPORARY SEDIMENT BASIN.
MANAGING AN AVERAGE FLOW UP TO 150% OF THAT SHOWN FOR TEST BORE IF AVERAGE FLOWS IN EXCESS
OF 150% OF FLOW FROM TEST BORE ARE ENCOUNTERED AND THEY REQUIRE ADDITIONAL MEASURES, CONSULT
WATH ENGINEER. ADDITIONAL MEASURES REQUIRED WILL BE BY OTHERS OR A CHANGE ORDER TO CONTRACT.
2. PIPING MATERIAL AND SIZES FOR TEMPORARY GROUNDWATER MANAGEMENT ARE MEANS AND METHODS AT
THE DISCRETION OF THE CONTRACTOR AND NEED NOT COMPLY WITH PROJECT SPECIFICATIONS FOR
PERMANENT WORK.
3. SITE SAFETY REQUIREMENTS, INCLUDING THOSE ASSOCIATED WITH TEMPORARY GROUNDWATER MANAGEMENT
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4. SEDIMENT MAY BE DRIED ON SITE, BUT MUST BE REMOVED FROM SITE ON A REGULAR BASIS. PROPER
DISPOSAL OF SEDIMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL TEMPORARY GROUNDWATER MANAGEMENT FACILITIES AND ACTIVITIES ARE INTENDED TO OCCUR WITHIN
THE PROJECT EROSION CONTROL PERIMETER SHOWN ON L-SERIES DRAWINGS.

GENERAL NOTES: A
.
A Le a rton
1.LOCATE ALL UTIUTIES PRIOR TO BEGINNING WORK. UTIUTIES INCLUDING A NATURAL GAS UNE TRAVERSE
TIEAREa:'- _
A R C H I T E C.T U R E A
_
2. EACH GEOTHERMAL WELLSHALL BE 500 FT DEEPNORTH
LIBERTY 57ABEr1'.. -ASAHVB3.E,NC 28801
3._ ALL -UN PIPING'SHALL BE POLYETHYLENE FUSION WELDED. SDR-11 FOR HORIZONTAL'ANO "` "'
'>BONE: (82g)251-9125 - '" FAX: (828)281-I287
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4, ALL UNDERGROUND PIPING SHALL SE'PRESSURE-TESTED TO'100 PSG (AT TOP) FOR A PERIOD OF NOT
_
-LESS THAN 4 HOURS- ALL HORIZONTAL PIPE -IS TO BE.VISUALLY INSPECTED UNDER PRESSURE BEFORE-
(,`BEINGCONCEALED
INSPECTION SMALL BE SCHEDULED AT _A TIME WHEN LEAKS WOULDBE VISIBLY
_
_EVIDENT.`_
COORDINATE GEOTHERMAL FIELD WITH GENERAL. CONTRACTOR:-' ' _ -
-
-- -
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6: PROVIDE TRACER WIRE FOR UNDERGROUND. NON METALUC PIPING. SIZE FOR A -MINIMUM OF 12 AWG-
APPLICATIONS. DO'NOT WRAP WIRE-
-
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SOLID COPPER, PLASTIC JACKET,SUITABLEFOR DIRECT BURY
- AROUND THE PIPE, BUT ATTACH -TRACER WIRE ;TO THE'TOP OF THE PIPE LONGITUDINALLY WITH �A_
WRAP;' PLASTIC -WIRE TIE 2 FEET.WIRE SHALL BE _ •
TOUNT
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PIECE. PROVIDETALIC E
D THEE WARE 0 METALNWC'
OF COILED WIRE AT THE END OF THE RUN ANY
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IN .THE UTILITY BOX, LABEL.THE LUG TO IDENTIFY -THE SERVICE- WHERE PIPES ARE LOCATED TOGETHER IN
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A"TRENCH, PROVIDE TRACER WIRE ON INSIDES CUTSDE PIPE, BUT NOT ON CENTER PIPES.-
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7. IN ADDITION TO THE TRACER VANE ABOVE, MAGNETIC TRACER TAPE NEAR THE SURFACE FOR
a s E A L r
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MARKING PURPOSES FOR ALL UNDERGROUND PIPING OUTSIDE THE BUILDING FOOTPRINT.
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8. ALL HORIZCNTAL UNDERGROUND PIPING SHALL BE HAND FILLED WITH SAND (SEE SPECIFICATIONS) FROM
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f fNON
OF PIPE TO B-INES OVE TOP OF PIPE.
6-INCH BOW
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9. DRILLER MAY ADJUST0 WELL LO LOCATIONS TO�SUTFIELD CONDITIONS. WITH A MINIMUM 15FT SPACING AND A
W%%IIIIID1
2OFT AVERAGE SPACING.
10. MAINTAIN 48' MINIMUM SEPARATION BETWEEN HORIZONTAL SUPPLY AND RETURN PIPING.
CONSULTANTS:
1
2' POLYETHYLENE TUBING
-
TO WELL FIELD
-. Bt.SEMENT WALL
.
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2' BALL VALVE
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STEEL PIPING
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DESIGNED JRB DRAWN JRB
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3/4' SERVICE PORT
CHECKED .II28 DATE 5 02 12
WITH HOSE 7HREADS
PROJECT No. 7387
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PROJECT NAME
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POLYETHYLENE TUBING-
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RENOVATION OP ,THE
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_SCALE NTS
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EXCHANGER IN_TAII ATION-
1.'DRILL EACH BORE HOLE ACCORDING TO THE PLAN AND IMMEDIATELY INSTALL THE
¢ _
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F'
PREFILIJ71 AND.CAPPED U-TUBE HEAT EXCHANGERS_ INTO THE BORE HOLES.
L�LI�INTGNS"I
ASHEVILLEM NG
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2 SEAL AND INSERT THE HEAT EXCHANGER UAL BY C BORE HOLE AND IMMEDIATELY -
TREMI-GROUT FROM BOTTOM TO TOP. SEAL BY CRIMPINGR AND
'
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COMP OF THE.: _
MAINTAIN THE PRESSURE FOR. ONE ADDITIONAL HOUR AFTER COMPONON OF THE
TREMI-GROUTING. ATTACH A 10 FOOT PIECE OF ONE INCH DIA REINFORCING BAR TO-
�p .ry
E�JNGOMBE COUNTY
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THE U-BEND END.
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3. TRENCH ALONGSIDE VERTICAL BORE HOLES TO ACCOMMODATE THE SEPARATED CAPPED - _-
'
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CIRCUIT SUPPLIES AND RETURNS.
PROJECT NUMBER:
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4. FUSON-JOIN THE CIRCUIT SUPPLIES AND RETURNS TO THE CIRCUIT HEADERS
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5, FILL WITH WATER AND PRESSURE -TEST THE RUNOUTS AND CIRCUIT HEADERS PRIOR TO
--
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BACK FIWNC THE TRENCHES EACH CIRCUIT IN A VERTICAL HEAT EXCHANGER -
INSTALLATION SMALL BE FILLED WITH WATER AND PRESSURE TESTED FOR LEAKS AND
PROJECT PHASE: --
'
,'BELOW
a5 ' . `I -
Zur
INTEGRITY AT A PRESSURE CF 50 PS (AT TOP) FOR A PERIOD OF 4 HOURS.'-'
OF WATER AND SEDIMENT MAV
CON5TRUCTION DOCUMENTS
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6. DURING BORE HOLE DEVELOPMENT, LARGE QUANTITIES
BE PRODUCED. SEE GROUNDWATER MANAGEMENT NOTES THIS SHEET.
L.
MAY BE
7. UTILIZE 6—INCH I.D. CASING AFTER ROCK B NOSENCOUNTERED.B LARGER . EXCEPT
USED BEFORE ROCK IS ENCOUNTERED. CASINGS ARE.TO BE REMOVED, EXCEPT THAT
I -I
OWNERS:
THEY MAY BE LEFT IN AT CONTRACTOR'S DISCRETION PRIOR TO ENCOUNTERING ROCK..
B. PROVIDE DRILLER'S_LOGS AND AS -BUILT SURVEY OF BOREHOLE AND PIPING LOCATIONS.
HOUSING AUTHORITY OF
f,I
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,.2FT X 2FT 'X' OF REBAR,
THE CITY OF ASHEVII I E
'-CENTERED ON BOREHOLE,
AND 31FT BELOW GRADE] .1
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MAGNEII(('' TRACER TAPE F ) 12L 1 12' . .MAGNETIC -:TAPE
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)
ABOVE `AfLPIPI)♦C. (TYP.) - 1. _-
ABOVE ALLPIPING'(TYP.) --_
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-
DATE:.
TRACER N1RE ATTACHED
_•
TRACER WIRE ATTACITEO -
TOTOP PIPE-
TO TOP OF PIPE
.R..LELEA✓E
" NOV, 2012 HVAC PRCING
HEADER - TRENCH
,2
2
REVISIONS:
-
INSTALL SDR-11 POLYEMYL NE.
FUSION WED BETWEEN
:.:
PIPE• IN A SMOOTH BOTTOM
HORIZONTAL AND
_
NO. R34ARK5 DATE
-- -- - - -
TRENCH HAND HAND FILL FOR 6' WITH _ � -... -' ..:. -
ROCK'FREE LOOSE SOIL'-
� .VERTICAL PIPE
_
_
MENT NOTES:
ALL PIPE IN BOREHOLE SHALL
-
-
BE 1' POLYETHYLENE SDR-9
_
-
-
GROUNDWATER FROM SITE OF ACTIVE DRIWNG TO EDGE OF - -
. UPPER LIMIT OF SATURATION 500 FT
-
.. -
-
- STATIC WATER LEVEL
-
E) TO CONDUCT GROUNDWATER FROM GEOTHERMAL FIELD
- _ -__ THERMALLY
-
--
-
-
ENHANCED GROUT
- - -' BACK FILL - .
-
__
GOPyR16HT © 6/20I2 BY LESERTON -
-
-
ARGHITEGNRE, PA -THIS DOCUt•�NT IS TFE -
_
PfiOPERTY OF LE6ERTON ARGHITEGTURE, PR
-
IT 15 TO BE USED ONLY FOR THI5 SPECIFIC
PRO:EGT IDENTIFIED"AND IS NOT TO BE
USED FOR OTFLR PROJECTS, IN WHOLE OR IN
' ...
- -.
BORE HOLE, WALL _ -
PART, EXCEPT BY WRITTEFI AGREEMENT WITH '
LE6ERTON ARCHITECTURE, PA
(POLYETHYLENE)
_
SWEET NUMBER
-
- - ..U-BEND ASSEMBLY - --
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I .0 Cool.
2 GEOTHERMAL BOREHOLE DETAIL
M700 SCALE NIS
5ITE PLAN - MECHANICAL -
NEW NORK
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