WQ0045172_Application_20240227

MEN
Effis
«.►l
TO: NCDEQ Regional Office
3800 Barrett Drive
Raleigh, NC 27609
TEL:
ATTN. Tanvir Pasha
RE: HealthPark M0132 Easement Plat Mylars for Signature
Description
Pump and Haul Cover Letter
Pump and Haul Plan
Pump and Haul Application
Receiving FacilityLetter
Hauler Letter
Tank Storage Calculations
Application Fee Check
Y Yu-v_ c I Marc muP
JOB CODE: TPSOS
DATE: February 9th
J Attached:
Under separate cover:
Please see the attached pump and haul application submittal. The client anticipates moving in by the end of February, so
a quick review process would be greatly appreciated. If any questions come up during the review process, please contact
Samuel Nye at 919-996-9136 ([e-mail]).
VIA FAX _PAGES including this Cover
OVERNIGHT
MAIL
HAND CARRY
TO BE PICKED UP
COPIES TO.
The Site Group, PLLC
1111 Oberlin Road
Raleigh North Carolina 27605-1136
FOR YOUR REVIEW
FOR YOUR APPROVAL
FOR YOUR USE
AS REQUESTED
RETURN _ COPY EACH
SIGNED:
Samuel Nye
Phone [phone]
Fax [phone]
www thesdegroup net
Please notify us immediately if enclosures are not as noted

■■. sTIE
■a��
■► GROUP
CIVIL ENGINEERS • LANDSCAPE ARCHITECTS TPSOS
25 January 2024
Rev: 08 February 2024
Rev: 20 February 2024
NCDWR - Raleigh Regional Office
C/O: Tanvar Pasha
3800 Barrett Drive
Raleigh, NC 27609
RE: 1650 Colon Road (PIN: 9654-26-9735)
Sanford, NC 27608
Dear Tanvar:
The purpose of this letter is to narrate the need for a Temporary Pump and Haul Permit for the 1650 Colon Road
project in Sanford North Carolina. Supply and delivery of the materials for the pumping station components is delayed
beyond the planned operation date of the project.
The property is located at the intersection of Colon Road and Brickyard Road in Sanford, North Carolina. The permit
associated with this request is Permit No. WQ0044666. The permit was approved for the project on October 17,
2023. The contractor requested the Pump Station be procured by their sub -contractor Water and Waste on
November 10, 2023. Lead times were quoted back on November 20, 2023. 4 months for the Generator, 3 months for
the Precast, 2 months for the Pumps and 3 months for the controls. Submittals were delivered for review on
December 71" including all components except the pre -cast. Submittals for the pre -cast were delivered for review on
December 191" for the pre -cast. During the procurement process some of the lead times for materials have
increased. The propane generator is now quoted at 8 months, but we plan to change the type of generator to diesel
to speed that up. The pre -cast will be delivered and installed by the end of February, but we will not be able to install
the pumps and controls for approximately two months.
We need to start the pump and haul on February 26, 2024 and end on or before May 31, 2024. The duration is
roughly 70 working days or 98 calendar days.
The amount of wastewater to be pumped and hauled is 3,625 GPD. This is the total permitted flow for the pump
station. We anticipate this will be a significant overestimate of the actual flow during the pump and haul period. One
of the three buildings to be served is not completed and will not have sanitary flows until after the pump and haul time
period.
We will schedule the septic hauling service to pump and haul the wastewater once per day, Monday through Friday
We anticipate little to no flow on the weekends. Should the flow require a higher service interval the developer is
willing to adjust as necessary to ensure overflow discharges do not happen.
The Storage Tank Capacity for Tank #1 and the upstream piping is 4,480 gallons. The Storage Tank Capacity for
Tank #2 is 4,625 gallons. The total storage capacity for the overall system is 9,105 gallons.
We oversized the pre -cast collection manhole and wet sell such that they can be built and used as the temporary
tanks in series until the controls and pumps are delivered.
Thank you for all of your help during this process.
Sincerely,
Samuel R. Nye - Principal
The Site Group, PLLC
919-996-9136 (Mobile)
[e-mail]
The SITE Group
1111 Oberlin Road 919-835-4787 (o)
Raleigh NC 27605 1/1 919-839-2255 (f)

I. PRESUBMITTAL INFORMATION:
1. Contacted representative from regional office (Pre -submittal)?: ® Yes ❑ No
2. Contact name (For Regional Office): 7av\v�r Pa5V%0.-
II. APPLICANT INFORMATION:
Samuel R. Nye (consultant) confirmed
1. Applicant's name (Municipality, Individual, Corporation, etc): Colbrick LLC applicants name on 02.27.2024 via email
2. Applicant type: ❑ Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County Q Other: frl-t& 'e Pro�er�"y owntr'S A 5S0c7' av�
3. Origin of Wastewater:
❑ Residential Subdivision ❑ Retail (Stores, Shopping Centers) Domestic: too
❑ Apartments/Condominiums ❑ Institution Commercial:
❑ Mobile Home Park ❑ Hospital Industrial:
❑ School ❑ Church Other:
❑ Restaurant ❑ Nursing Home
❑ Office © Other (specify) M&y1t14drvy'" 5
4. Signature authority's name: per 15A N�^CAC 02T .0106(b)
Title: `naAay4- t'yC5a-n so-,ck--2
5. Applicant's mailing address: 5 � a 5 p�9L 12oac� , Sit 1"
Matt Baker
City: tivAn.aan State: N C~ Zip: 2T7o3- Director of Construction Management & General Contracting
will respond on behalf of 'Greg Sanchez, SIOR
6. Applicant's contact information: CEO' for communication was confirmed via email
Phone number: (91J)aol -1519 Email: w�, b 0, GC,� +f.F (OF.
OP" Co vN
III. CONTACT/CONSULTANT INFORMATION:
5OLII.ek � • N � � PIE:1. Contact name: y
/ �GSic�yl Cp NsV` K
Title/Affiliation: Prvr\c- � �`^� "%Ar,er- {{ (C11
2. Contact's information:
Phone number:
IV. RECEIVING FACILITY INFORMATION:
Email:
If more than 1 facility has agreed to accept the wastewater, please list all the owners, facility names, and permit
numbers as a separate attachment)
1. Owner: �i-y .+
2. Facility name:(��,�)o
3. Facility permit number: NCO o a Lk Ili_7
4. WWTF permit number: W a o0'tLt (.Gto
S. WWTF contact name: 5 ce;_tt S' I GT 2-
Title/Affiliation: W a- C_41 R''e_�A-a--�4Q'^
6. WWTF contact information: l
Phone number: (�)11T H� 1 Email: Sco `I l 61 1+2-
APPLICATION P&H 11-23 Page 3 of 5

V. PROJECT INFORMATION:
1' Project Name: 8CxS 1 & U MANUFACTURING
l Project Location: 165QColon Rd. Sanford, NC
3. Duration of Pump and Haul Request (not to exceed 6 months): +/-3Months
4. Has aprior permit been issued?
N New 7 Prior Pump & Haul Permit
Permit No.: !
S.p����y��d����rD��o|: �� � �4n/
~
6. Date Permanent Disposal will beavailable: 5/31/2024
7. Have permits /approva|sfor permanent disposal been obtained?
a. FX-1Yes F� No Permit Number: #VVQ0O448SG
D. |sthere aPretreatment Program ineffect? F� Yes 0No
9.Describe enypetreatment prior topumping and hauling:___
DlVolume ofWastewater Generated: 3^625 Gallons per Day
ll. Explain how the wastewater flow was determined: FX� 15A NCAC 02T.0114 orFlRepresentative Data -
-
ifrepnesentetivedata,deochbe: nr7S8pd/bedomon,|fapplicable (House Bill 600 Section 151
12. Describe Tank / Container wastewaterwill be pumped from (attach description if necessary):
7'diameter precast concrete manhole.
13. Is Tank / Container in place or will it be installed (attach description if necessary):
b, , The manhole is not in place. It is currently being fabricated and will be installed once delivered.
14.What type ofhigh water alarm does the container have:
2. 0 Audible and Visual RTelemetry (Auto Dialer/ SCADA)
VI. CERTIFICATION:
Applicant's Certification: (Signature of Signing Official and Project Name)
1, 6[ o rm SCtvxAC-L attest that this application for j4) 0"Ll�cLe-+L& W-1 rJ I,— has been reviewed byrneand is
accurat� aA complete to the best of my knowledge, I understand that if all required par& of this application are not completed
and that ifall required supporting documentation and attachments are not included, this application package issubject to
being returned ayincomplete. I understand that issuance of a permit Will require pump and haul facilities or activities to be
inspected at least daily by me or a designated representative. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.613, any person who knowingly makes any false statement, rrpmsemat|on, or certification in any
°pp//"aoo"shall b=���v�+ao°=°z,"�ae",=�""�°*�h",ayma"a°"fine not *, exceed �1�oona"wen=��/pe""'�es
oytn$2��OOoper`�xa��6�
D�n�gra�-�l ____ __ __ Date
ENGINEERING DOCUMENTS MUST gECOMPLETED PRIOR T0SUBMITTAL.
ACTWITMS SHALL 22 INSPECTED AT LEAST DAILY ktV THE PERMITTEr OR IT'S REPRESENTATIVE PER TSA MCAC 02T -02041611-
APPLICATION P&Bll-23 Page 4of5

THE ENGINEER'S CERTFICATION IS REQUIRED FOR ACTIVITIES THAT RESULT IN THE PRACTICE OF ENGINEERING PER G.S. 89C-3.
ENGINEERING DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL. IF CERTIFICATION BY AND ENGINEER IS REQUIRED,
THIS PAGE IS NOT NECESSARY.
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
I, 4:5o,YK✓L1 R. �Je attest that this application for U—C has been reviewed by me and is
accurate, complete a d consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been
prepared in accordance with all the applicable regulations. Although other professionals may have developed certain portions
of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material
and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
2a. Samuel R. Nye
Professional Engineer Name II (I l�///J
CAR p`
2b. The Site Group
���pQ: •LESS/o • /'1%,'%
Engineering Firm v �.�o yp• o
SEAL F✓ _
!2c. 1111 Oberlin Rd. = • >s`` 3498
' Mailing Address
�,e •. NGiN��c • ���
12d. Raleigh 2e. NC 2f. 27605 f,, S,� un
? City State Zip 7�4,_1 Ily y
12g. 919-835-4787 2h. 0% A, 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal, Signature & Date
APPLICATION P&H 11-23 Page 5 of 5

NII,I` GROUP
r.�
CIVIL INGINEFRS • LA",D`}t APE ARCHI i f is TS
NCDWR _ Raleigh Regional Office
C/O: Tanvar Pasha
3800 Barrett Drive
Raleigh, NC 27609
RE- 1650 Colon Road (PIN. 9654-26-9735)
Sanford, NC 27608
Dear Tanvar:
TPSOS
25 January 2024
Rev: 08 February 2024
The purpose of this letter is to narrate the need for a Temporary Pump and Haul Permit for the 1650 Colon Road
project in Sanford North Carolina. Supply and delivery of the materials for the pumping station components is delayed
beyond the planned operation date of the project.
The property is located at the intersection of Colon Road and Brickyard Road in Sanford, North Carolina. The permit
associated with this request is Permit No. WO0044666. The permit was approved for the project on October 17,
2023. The contractor requested the Pump Station be procured by their sub -contractor Water and Waste on
November 10, 2023. Lead times were quoted back on November 20, 2023.4 months for the Generator, 3 months for
the Precast, 2 months for the Pumps and 3 months for the controls. Submittals were delivered for review on
December r including all components except the pre -cast. Submittals for the pre -cast were delivered for review on
December 191' for the pre -cast. During the procurement process some of the lead times for materials have
increased. The propane generator is now quoted at 8 months, but we plan to change the type of generator to diesel
to speed that up. The pre -cast will be delivered and installed by the end of February, but we will not be able to install
the pumps and controls for approximately two months.
We need to start the pump and haul on February26, 2024 and end on or before May 31, 2024. The duration is
roughly 70 working days or 98 calendar days.
The amount of wastewater to be pumped and hauled is 3,625 GPD. This is the total permitted flow for the pump
station. We anticipate this will be a significant overestimate of the actual flow during the pump and haul period. One
of the three buildings to be served is not completed and will not have sanitary flows until after the pump and haul time
period.
We will schedule the septic hauling service to pump and haul the wastewater twice, Monday through Friday.
We anticipate little to no flow on the weekends. Should the flow require a higher service interval the developer is
willing to adjust as necessary to ensure overflow discharges do not happen.
The Storage Tank Capacity for the temporary tank is 3, 004 gallons. The tank will be a (7) seven -foot diameter
sanitary manhole that is 12.083 feet deep. We oversized the pre -cast collection manhole such that it can be built and
used as the temporary tank until the controls and pumps are delivered. The wet well has also been oversized and
could be used as a secondary tank in the event it is needed. Ideally, we would set the wet well and install
components as they arrive such that the pump and haul time is minimized.
Please let me know what additional information is required by the State to approve this temporary Pump and Haul
request.
Sincerely,
Samuel R. Nye - Principal
The Site Group, PLLC
919-996-9136 (Mobile)
[e-mail]
The SITE Group
1111 Oberlin Road
Raleigh NC 27605
1/ 1
919-835-4787 (o)
919-839-2255 (f)

PO Box 3729..0
Sanford, NC 27331-3729
City Of Sanford
Big Buffalo Creek Water Reclamation Facility
January 71h, 2024
Dear Mr. Nye:
Phone [phone]
I have reviewed your request to receive Domestic Septage from a pumping station located at 1650 Colon Road
in Sanford NC. Per your pump and haul plan submitted to the NCDEQ the Sanford Water Reclamation Facility
will accept a maximum of 3,625 GPD. The septage will be delivered by Nunnery's Pumping Service, NCS#
01007, Monday through Friday during the hours between 7:00 AM - 7:00 PM. This agreement shall be
effective February 26, 2024 through May 31, 2024. If any changes of and extension is needed please submit a
written request.
Sincerely,
Scott A. Siletzky
City of Sanford
Water Reclamation Facility Administrator

Nunnery's Pumping sere
91 Durgin springs road
1-919-498-5665
[e-mail]
TO
TriProperties Inc
Matt Baker
j [phone]
DESCRIPTION
Pump and haul for TriProperties @ 1650 colon road
Nunnery's Pumping sery... Would pump and maintin the tank @ 1650 colon
road...we would haul the sewage to the WWTP (01007) is my permit
number..we have multiple vacuum trucks to handle the pumping ... i can get
you a copy of my Genral Liability Insurance if needed.... we would also be
available 24/7.... and we are located 2 miles from the jobsite....
ESTIMATE
EST0009
DATE
02/06/2024
TOTAL
USD $300.00
RATE QTY AMOUNT
$300.00 1 $300.00
TOTAL USD $300.00

Go,:-gle Maps
M
Kilo ftgrao Ad
ChIdcate
Sanford, North Carolina 27330 to Big Buffalo Drive 5.7 miles, 10 min
Wastewater Treatment Plant, 5327 Iron Furnace Rd, Sanford, NC 27330
Big Buffalo wastewater
Treatment Plant l:ara?xlrrr; ai i:te
Buffalo Lake
ical� a'�
fans
T.e ra;m un t�fi� j'ij t]min Bharat €orge
_ n anl
214. Aluminum USA .
Tom-
Sotd. NC 27330
kiaiwrr+'.aI ds r©oo•t r,m
r �� ay�,r
i
till
Map data 02024 2000 ft,
Sanford A This route has restricted usage or private roads.
North
Carolina
27330
Follow Amos Bridges Rd to Hawkins Ave in Sanford
3 min (2.0 mi)
T 1. Head west toward Colon Rd
*1 2. Turn left onto Colon Rd
f4 3. Turn right onto Amos Bridges Rd
210 ft
0.1 mi
1.8 mi
Take US-15 BUS N and US-15 N/US-501 N to Beechtree Dr
1 min (0.4 mi)
r+ 4. Turn right onto Hawkins Ave
243 ft
5. At the traffic circle, take the 2nd exit onto US-15
BUS N/US-501 BUS N
Continue to follow US-15 BUS N
0.2 mi

C' 6. At the traffic circle, take the 1 st exit onto US-15
N/US-501 N
0.2 mi
Take Cotten Rd to your destination in Sanford
6 min (3.4 mi)
4-1 7. Turn left onto Beechtree Dr
0.4 mi
r+ 8. Turn right onto Cotten Rd
f+ 9. Turn right onto Iron Furnace Rd
2.3 mi
0.5 mi
# 1 10. Turn left
A Restricted usage road
184 ft
r+ 11. Turn right
A Restricted usage road
427 ft
*1 12. Turn left
A Restricted usage road
0 Destination will be on the right
O'l MI
Big Buffalo Wastewater Treatment Plant

71 Q fArntTeR mAN Ha LE rgpAGITY
DAMP fLI:V. = 309.79
TOP o f S-rR U G'r u rz t= 31 10 . Q 5
iGTAL H&I(AHT IN WANHOLL = 19.17'
VOLUmt = TTrah = IT ( 3.5'3aC la.i71)
V= 4(o8.4 CF
7.`fl gallons/ I GF
468.4 CF x 7.4j gal f GF = 3, 50(F UAL IN MANHOLE
UPJTP—LAM PIPE. CAPAGIty
4(o 3 LF 6 " PVC,
V= lira x 1
V= TT x CD.as')ax 4103' = q0.q CI:
90.9 CF x 7.4 a(/GF IPSO 901-
4 2. 7 Lf- Pvc.
v = rr ( o.as')' x H 8.7' = q. 6 cr-
9.4 C4-' x 7.99 Pl/GF = 71.5 gal.
15a .8 L1 6 " PVc, Ar 01401 INU,4(pES PJF-W Rule OF Pvc. [ONVEV I NO oFFs ire F1.dw
V=Trr'`x I
V= TT (0.a5)a X Clsa-830.0 CF
3o.a CF x 7.48 OQ'fCr- = aa4.�+ gal.
TCMA1 CAPAUTy FP -OM uPSTI2&AM PIP& :
(PSO OAL. + 71, 5 CnAL. -f aa4.4 Cn4L. = 97to CnAL.
TOTAL COm61N&b CAPAGITY:
3,5o4 07AL + 017ry (n AL = ILiIL4RO UAL. , 3, 6a5 67 P V P-F-Q'Io _

7 l Di rv'57 I
n FC E .2—
-leII gz.
iC
p Z 5
-I-/-L H ti t O f-4T
<)C�rnrh� I1 Y"'2 1 = 1T (3,5 6
7, C-
6 z, c1= 7 At-1 �}, G y � L��A s
We will only consider the capacity of the manhole and wet well which
is (3,504 gal + 4,645 gal)= 8,149 gal > 7,687.5 gal
Storage tank is sufficient is 10ad,&
Both DHHS and DEQ have set rules to maintain the minimum storage capacity, 15A NCAC 18A .1952,
where the volume of storage is calculated as follows,
V= (0.75Q + 1,125) for each tank when using two tanks in series
V= 1.5Q + 2,250 for single tank design
where,
V= volume of tank in gallons
Q= daily flow in gallons (ranged between 1500 - 4500)
For This request, V=7,687.5 gallons total minimum requirement.

2
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PIN: 8664-26-20611-00 / ZONING: HI
RINING: III - OVERALL SCALE: 1"=250'
GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
Cltt OF SANFORD, LEE COUNTY, NCDOT, AND THE STATE OF NORTH CAROLINA
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFUCTS PRIOR TO BEGINNING CONSTRUCTION.
3. BOUNDARY, TOPOGRAPHY AND UTILITY INFORMATION IS TAKEN FROM A SURVEY BY
WITHERS RAVENAL, DATED APRIL 24, 2020 AND AN ADDITIONAL SURVEY BY TRIANGLE
SURVEYORS DATED SEPTEMBER, 03, 2021, FURTHER PROPERTY INFORMATION IS TAKEN
FROM LEE COUNTY GIS AND HAS NOT BEEN FIELD VERIFIED.
4. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
UTILITY NOTES
1. ALL MATERAS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CITY OF SANFORD. LEE COUNTY, NCDOT, AND THE STATE OF NORTH CAROLINA STANDARDS
AND SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
CONSTRUCTION.
4. BOUNDARY, TOPOGRAPHY AND UTILITY INFORMATION IS TAKEN FROM A SURVEY BY WITHERS
RAVENAL, DATED APRIL 24, 2020 AND AN ADDITIONAL SURVEY BY TRIANGLE SURVEYORS
DATED SEPTEMBER. 03, 2021. FURTHER PROPERTY INFORMATION IS TAKEN FROM LEE
COUNTY GIS AND HAS NOT BEEN FIELD VERIFIED.
5. ALL CONSTRUCTION SHALL CONFORM TO ADA STANDARDS.
6. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE ELECTRIC, GAS AND TELEPHONE
SERVICE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE CONDORS AS REQUIRED FOR THESE UTILITIES UNDER PAVED
AREAS.
7. THE EXACT LOCATION OF THE FORCE MAIN & GRAVITY SEWER WITHIN RECORDED
EASEMENT IS UNKNOWN. CONTRACTOR SHALL CONFIRM LOCATIONS AT TIE-IN POINT PRIOR
TO BEGINNING CONSTRUCTION.
8. THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF UTILITIES
UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHAM COORDINATE THE ACTUAL
AND PROPOSED LOCATION OF UTILITIES TO AVOID CONFLICTS.
9. AN NCDOT PERMIT IS REQUIRED PRIOR TO STARTING ANY WORKING IN THE NCDOT
RIGHT OF WAY.
I
I 3 .
6` SCH PVC N.
SERVICE
CE FROM
S M VC DIN
I : 120 VAC FROM BLDG.
I HIGH WATER ALARMPOST u /
MOUNTED TO 4"14" POST y Q
48.7 LF 6" PVC
3 C.O. 71.5 GAL STORAGE
STATION (TO BE NS PERMIT)
/ \J
PER APPROVED PERMIT))
COLLECTION MANHOLE & WET WELL TO / /C.O. \ 680
BE USED AS TEMPORARY TANKS IN 880 GAL STORAGE a
SERIES DURING PUMP AND HAU CIO
4 D
6
w w I f w
NEW FORCE MAN r / 152.8 1 6" PVC
2" SDR-21 PVC, ttP. / 224.4 GAL STORAGE \ /
1/ \ \
NEW 6" SCH. 40 PVC 5y� PR / {' \\
SANSERVICE /4
(MI . N 2. SLOPE)
M a / C.O. /
ffi C.O. --I ___4/ C.O.
y
.INTERCEPT EX 6" IS
SERVICEWITH NEW CLEANO £ j
CLEANOUT
I �
C.O.
w Ik
w _
- - - - - - - -
w ar fd
I W� /
I I
ty
SITE DATA SUMMARY
PROJECT NAME:
SITE ADDRESS:
JURISDICTION:
PIN:
OWNER:
EXISTING & PROPOSED USE:
BUILDING 1 SQUARE FOOTAGE. -
USAGE BREAKDOWN:
BUILDING 2 SQUARE FOOTAGE
SOS I & II MANUFACTURING
0 COLON ROAD
CITY OF SANFORD
9554-26-9735-00, 9654-27-3323-00
COLBRICK LLC & LITTLE COLBRICK LLC
VACANT/MANUFACTURING
151,250 SF. TOTAL
71500 SF, OFFICE/ 143,750 SF. WAREHOUSE
100.000 SF.
ELECTRICAL NOTES
1. ELECTRICAL MATERIAL, EQUIPMENT, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE NATIONAL ELECTRIC CODE (NEC).
2. ABOVE GROUND CONDUIT SHALL BE HEAVY WALL, RIGID GALVANIZED STEEL
3. UNDERGROUND CONDUIT SHALL BE PVC BURIED 30" DEEP.
PUMP & HAUL NOTES
1. THE CITY OF SANFORD HAS APPROVED PUMP AND HAUL FOR A MAXIMUM OF 3,625 GPD
TO THE SANFORD WATER RECLAMATION FACILITY.
2. NUNNERY'S PUMPING SERVICE, NCS#01007 WILL DELIVERY WASTE MONDAY-FRIDAY
BETWEEN 7:00 AM AND 7:00 PM.
3. PUMPING SERVICE AGREEMENT WITH THE CITY OF SANFORD IS EFFECTIVE 2/26/2024
THROUGH 5/31/2024. CONTACT SCOTT SILETZKY WITH THE CITY OF SANFORD IF AN
EXTENSION OR CHANGES ARE NEEDED.
4. CONTACT RICKY WITH NUNNERYS PUMPING SERVICE (919)-498-5665 SHOULD PROBLEMS
ARISE DURING PUMP AND HAUL PERIOD. NUNNERY'S PUMPING SERVICE HAS MULTIPLE
VACUUM TRUCKS AND ARE AVAILABLE 24/7.
WET WELL
TEMP. PUMP & HAUL
TANK #2
TANK #2 VOLUME
4.645 GALLONS
TEMPORARY STORAGE TANK SIZING CALCULATIONS
V(REQUIRED) = (0.75.0+1,125) FOR EACH TANK
WHEN USING TWO TANKS IN SERIES
V(REOUIRED) _ (0.75-3,625+1,125) = 3,84.4
GALLONS
V(PROVIDED) TANK #1 = 4,480 GALLONS
V(PROVIDED) TANK #2 = 4.645 GALLONS
HIGH-WATER LEVEL ALARM
MOUNTED TO 4"X4" POST
COLLECTION MANHOLE
TEMP. PUMP & HAUL
TANK #1
a 1a"r5r m'=
I
L_4_
I
I
8" DI
INV OUT 305.59
F-4- --------
8" DIP =
INV IN 305.54
`-10 LF OF 8" DIP ® 0.50%
TANK/1 VOLUME 3,504
SUMP GALLONS + UPSTREAM PIPING
ELEV. 301.42 VOLUME 976 GALLONS =
4,480 GALLONS
NORTH
AO
NC ENGINEERING
LICENSE NO. P-0803
fwE ap.
VICINITY MAP
(NOT TO SCALE)
`u
l.
II
II
� II
IJ
--HIGH-WATER LEVEL ALARM
J HIGH WATER ALARM ACTIVATION LEVEL
l ELEV. 314.06
I
I
24-HIT CALCULATED
HIGH WATER MARK
3 625 GAL
(. .1
24-HR CALCULATED HIGH WATER MARK
Drawn
By NLB
Checked
By SRN
1 ELEV. 307.66
DATE:
08 FEB 2024
SUMP
REVISED:
ELEV. 304.70
1Q20 FEB 2024
' SCH. 40 PVC
INV IN 305.76
2) 6" SCH. 40 PVC
INV IN 305.76
� CONSTRUCTION
e DOCUMENTS
PUMP &HAUL
PLAN
PUMP & HAUL PLAN s ob
de TPsos
SCALE: 1" = 30' (CAWING SG T FOR 24.36 INCH PI-) € Dwg NO.
0 30 60 90 120 fil P&H
100

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This alarm system mop tors liquid levels in lift pump chambers, sump pump basins, holding tanks,
sewage agriwittral, and other water applaatons
The Tank Alert'° XT indoor/outdoor alarm can serve as a high or low level alarm depending on the float
switch model used.
The alarm here sounds and the red beacon illuminates when a potentially threatening liquid level
condition occurs. The hom can be silenced, bull the alarm light remains on until the condition is
remedied. Once the condition is cleared, the alarm will automatically reset.
A "power on" light an the switch indicates powerto the alarm panel.
AV Enclosure meals Type 3R water -tight standard.
Ar Aulomatie alarm reset, horn silence switch, and alarm test switch_
AF Alarm hem sounds at 85 decibels at 10 feet 3 meters . ( 7
AF Alarm system (when installed on separate circuit) operates even #
pump circuit fails.
AF Complete package includes standard SJE SignalMasters control
switch with 15 feel (4.57 meters) of cable (other lengths available)
and mounting clamp.
AF UL Listed for indoor or outdoor use.
Ar CSA Certified.
Ar Five- ar limbed warranty. mnty. ® 0.
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When ordered with the alarm, the system Is available with
All alternate float switch models for high or low liquid level waning
AF auxiliary dry normally open contacts for easy attachment of remote
devices.
All premounted term nal block so enclosure cen also be used as is
junction box far splicing pump, pump miter, and pump power. Meets
NEC standard for junction boxes.
6 foot C.8 meter) power cord and liquid -light connectors.
SEE BACKSIDE FOR ORDERING INFORMATION.
SEE PRICE BOOK FOR LIST PRICE.
VOLTAGE: 120 VAC, 50/60 Hz
ALARM ENCLOSURE: 6.5 x 4.5. 3.0
Inch (16.51 x 11.43 x 7,62 am), indoor -
outdoor. weatherproof, thermoplastic
meets Type 3R water -tight standard
ALARM HORN: 85 decibels at 10 feet
(3 meters), .meets Type 3R water -tight
standard as metalled by factory
ALARM BEACON: UL Listed, Type 4x
beacon assembly
TEST,SILENCE SWITCH: certified to IP66
and IP68 standards
AUXILIARY ALARM CONTACTS
(OPTIONAL): 120 VAC, 5 amps max.,
51V60 Hz
PRE -MOUNTED TERMINAL BLOCK
(OPTIONAL): 20 amps, 120/230 VAC
POWER CORD (OPTIONAL): 6 toot
(1.8 meter) Bond with 12D VAC plug
FLOAT SWITCH: SJE SlgnalMasterR control
switch with mounting clamp
Cable: 15 feet (4.57 meters), flexible 18
ge, gau2 conducta (UL) SLOW, water-
resistant CPE
F oat: 2.74 inch diameter x 4.83 Inch long
(11 am
x 12.3 cm), high impact,corrosion
sistel polypropylene housng for -
in
swage and non -potable water up to
140-F (601
S
Rh us
ox 1708, Detroit Lakes, MN 56502
1-888-DIAL-SJE • 1-2181317
1-218-8474617 Fax
am I: cuslomerservice@sjemombus. coin
WWw-sjerhombUS.COM D.11
T'z as sM1 ystem monitors UPS,' ems tl ale ma Ce systemetl'alarme solve tle
qu d level n I"ft pump to dos n,,lest de des n'veaux de III daps
than be rs, s rep pump IIqulJo enela czm.w de bombes des chambers de pompage
hies nz hold g k ,sewage, de rlevac'pn , bombes de d'Elevat on, des bass ns de
agr cultu r ird other water m,- en t..... a agues pompes de pu lard, septques,
applrato ez tluale, agrcelaz y ofra g" lesetautres
The Tank Aler°xT Indoor/ ,plc es de pP11 ns dale
.utdppr alarn can serve as La alarms n Iarme ntereur/exterleur
a high or low level SWIn TANK ALERT'' % d ANK ALERT' AT pout all,
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light on then 16 ind cotes alto a topote. s'.I�e r. naSartedu
power to the alarm panel '1 Iq d Jr. loin ere
The standard Tank Alert % o n'I c rupleur a allume a
indoor/outdoor alarm wstem maim quc nay apmentaclon 11 - c Y,11--inn veo le
has automat alarm r d l J
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CONTROL SWITCH
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alarm system comes
standard with a 15
foot SEE Slgnallias-
th control switch
with mounting camp.
Other float switches
1009923 TAXT-01F (120 VAC w/l5SEE SghSIMaster'"- High Leval)
3.001bs.
1010251 TART- 01 L (120 VAC w/15' SJE Sign.IMasler% Low Level)
3.001bs.
1004442 TAXT-01 F 1121 VAC w11 ER SJE Sensor Float"' High Level)
3.. lbs,
100514.
TAXT-01L(120 VAC w/15'.SJ E Sensor Final Low Level)
3.00lbs.
1005141
TAXT-01X (120 VAC no float)
I W as.
I
S6411IR4
re available. See
Part#
DescrIDNOR
Illekabi
control switch section
of the catalog.
1012416
TAX --GI HAUXTB (120 VAG w/15' SJE Sig no Moamr-
3.50 Ite.
B)To
High Level Auxilia Cartel1, TES)
determine the
Price of alarm with an
Iternate float, add
the price of the part
numbe price of the er with "no float"
to thfloat
switch.
1022241
TAX--01 HTB 120 VAC w/' 5' SJE Si nalMasil High Level TB
2000 lbs.
1005481
TAX--01 HTB It 20 VAC w/' 5' Sensor Float® High Level TB
3.50 Its.
VAC Floor L cote, ITB
1005836
TAXI-0iXT6 120 VACvno111 TB
2.
1009214
TAX_-01 HAUXTB 120 VAC w/15' Sensor Float- Hi h Level
( 9
3.601bs.
Auxiliary Contacts TB
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1006850
FAUX (120 VAC Ml 5' Sensor Float- High Level & Aux Con)
3.501bs.
1006690
TART-01HPC 120 VAC w/15' Sensor Float"' High Power Cob
( 9 )
3.501bs.
H - High Level L - Low Level X - Na Float TB -Includes Terminal Block PC = Power Card
AUX- Auxiliary Contacts MASTER CARTON holds 12 boxed units.
SEE PRICE BOOK FOR LIST PRICE.
VOLTAGE: 120 VAC. 5W60 Hz
Opt10Fl Ol50rIDD011
ALARM ENCLOSURE: 6.5 x 4.5 x 3 Inches (16.51 x 11.43 x 7.62 ce Indoor
routdgor, weatherproof, thermoplastc meets Type 3R water-Oght standard
AUX
Auxi liaryAlarm Contacts
ALARM HORN: 85 den bles at 10 feel (3 neters), meets Type 3R water -tight
(factory installed)
Stands nd as installed Oy feclary
PC
6 foot power cord with two
ALARM BEACON: UL Listed, Type 4X beacon assembly
RCC8 1/2 inch liquid -tight
TEST/SILENCE SWITCH: certified to REIS and IP68 standards
canneclare
AUXILIARY ALARM CONTACTS (OPTIC fill 120 VAC, 5 amps max., 50/60 HZ
PRE -MOUNTED TERMINAL BLOCK (OPTIONAL): 20 amps, 1201230 VAC
POWER CORD: (optional) 6 foot (1.8 metere) cord with 120 VAC plug
FLOAT SWITCH: SJE SlgnalMaster-a control switch with mounting clamp
water resistant CP1, flexible 18 gauge, 2 conductor (UL) SJOW,
CABLE: 15 feet (4 57 t (CP EE)
FLOAT 274inch dameter 1483 inch I g(7 cm x 123cm), hgh impact,
resistant polypproppyylene ITousing for use in sewage and non-
pou ble water up to 140'F (60°C)
IMUM WATER
ELECTRICAL: CAL:5 amps 112255 VACY250 VAC, 50160 Ha
Rh&bus
Call OF fax your order! x-ww.sjeFhombus.com
cusiom(,[e-mail]
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Egli CAK)UP
CIVIL ENGINEERS • LAN!D5CAI-E ARC1hTECTS TPSOS
25 January2024
Be,: 08 February 2024
Rev: 20 February 2024
NCDWR- Raleigh Regional 0I
C/O: Tanvar Pasha
3800 Barrett Drive
Ralegh, NO 27609
RE: 1650 Colon Roe d (PIN: 9651
Sanford, NC 27608
Dear Tans.,
The purpose of this letter Is to narrate the need for ATemporary Pump and Hau Permit in, the 1650 Colon Road
project Ir Sanford North Carolina. Supply and delivery of the materials for Me curl -I components is delayed
beyord tle planned operation date of the project.
The property a located at the mtemectior of Colon Read and 13,aky col Ron, in Sanford, North Carolina. The permit
ciated with this request Is Permit Be. W00044666. The pem It was approved for the Ireland on October 17,
2023. The conimcor requested the Pump Station be pro m, by in,,, sub --Baca' Wafer and Waste on
November' 0, 2023. Lead times were gEoted back an November 20, 2023.4 months forthe Generator, 3 months for
the Precast 2 months for the Purr ps and 3 months for the acm,dis. SUbrettals were delivered for review on
pecember T^ including all campanems except the pre -cast. Submittals `or the pre -cast were delivered for review on
Oecember'9'^forthe -cast. ❑Un, the moot r eof the lead tines for materials have
pre g procure p owls lam
speed
t The , Th. a generatorb now que a at 8 months, but we plan to cruary, the type of of be ble t diesel
to speed that up. The precast will be delivered and installed by the end of February, but we will not be able to install
the pumps and controls for approximately two months.
We need to start the pump and haul on February 26. 20242024 and end on or before May 31.E_20242024. The duration is
roughly 70 working it., or 98 calendar days.
The amount of wastewater to be pumped and hauled is 3,625 GPD. This is the total permitted flow for the pump
station. We anticipate this will be a significant overestimate of the actual flaw during the pump and haul period. One
of the three buildings to be served is not completed and will not have sanitary flows until after the pump and haul lime
period.
We will schedule the septic hauling service to pump and haul the wastewater once nor dav, Monday through Friday.
We antdpate little to re, flow on it a weekends. Should the flaw require a higher service interval the developer is
willing to adjust as necessary to ensure overflow discharges do not happen.
The Storage Tank Capacity for Tank #1 and the upstream piping is 4�80 gallons. The Storage Tank Capacity, for
Tank #2 is 4 625 gallons. The total storage capacity for the overall system is 9.105 gallons.
We oversized the precast collection manhole and we' sell such that they can be built and used as the temporary
tanks in acres until the controls and pumps are delivered.
Thank you for all of your help during this process.
smaerey,
Samuel R. Nye - Principal
The Site Group, PLLC
919-996-9136 (Mobile)
[e-mail]
The SITE Group
1111 Oberlin Road 919-835-4787 (a)
Raleigh NC 27605 1/1 919-839-2255 (f)
GRD Ad
w,EcT a t
h 3 A
s CERT. Nit. o n
353
cgrH �,
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NC ENGINEERING
LICENSE Nit. P...
03
V
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eycon NLB
Checked
By
SRN
v
DATE:
08 FEB 2024
REVISED:
z�,20 FEB 2O24
CONSTRUCTION
DOCUMENTS
` PUMP & HAUL
Job
SPECIFICATIONS
E Code TPSOS
_ Cod
Dwg No.
P&H
ED
101

RE: [External] RE: SOS I & II Manufacturing -Pump & Haul -Additional Information Request
Sam Nye <[e-mail]>
Tue 2/27/2024 9:00 AM
To:Pasha, Tanvir <[e-mail]>
Cc"Matt Baker' <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu baron the
Home tab.
Good morning Tanvir,
Please accept this email as confirmation that:
a. Colbrick LLC is the correct entity
b. Matt Baker, Director of Construction Management & General Contracting will respond on behalf of Greg Sanchez, SIOR CEO. Matt's mobile telephone number is
919-201-9378 and his email is mbaker(@TRIPROP.COM. He has agreed to provide 24 hour response should he
I have copied Matt Baker on this email and pasted his email signature below.
MATT BAKER
Director of Construction
Direct: 919-281-2324
Mobile: [phone]
Tri Properties
5425 Page Road, Suite 100, Durham NC 27703
triprop.com
Thank you for all of your help with this project.
Best, Sam
Samuel R. Nye, PE I Principal
srn (a)thesitegroup. net
THE SITE GROUP
Civil Engineers • Landscape Architects
1111 Oberlin Road t: 919.83S.4787
Raleigh, NC 2760S c: 919.996.9136
From: Pasha, Tanvir <[e-mail]>
Sent: Tuesday, February 27, 2024 6:00 AM
To: Sam Nye <[e-mail]>
Subject: Re: [External] RE: SOS I & II Manufacturing_Pump & Haul_Additional Information Request
Hi Sam,
We will be issuing your permit shortly after the confirmation of concerns mentioned below.
1. Section 11:
a. Applicant name needs to be confirmed as, "Colbrick LLC"
b. Gregory Sanchez's email needs to be verified and accurate. Please confirm that "Matt Baker, Director of Construction Management & General Contracting
will respond on behalf of'Greg Sanchez, SIOR CEO' for communication via email. Or else, provide Gregory Sanchez's email. In addition, (919) 201 - 9378 is
the correct phone number to reach out Gregory Sanchez.
-Tanvir
A B M 'Tanvir" Pasha (helhim)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
tanvir.pasha deq.nc.gov
Noam CAROL NAD E Q��
oepanmentmemo-onmen�ai nueri /�

From: Sam Nye <[e-mail]>
Sent: Monday, February 26, 2024 9:17 AM
To: Pasha, Tanvir < nvi .pasha@.�.q.nc.gQu>
Subject: RE: [External] RE: SOS I & II Manufacturing_Pump & Haul_Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu baron the
Home tab.
My mobile number is 919-996-9136 if you need to discuss anything. Otherwise, I'll look for the email and respond as soon as I can.
Thanks, Sam
From: Pasha, Tanvir <tanvir.pasha deq.nc.gov>
Sent: Monday, February 26, 2024 9:12 AM
To: Sam Nye <srn thesitegroup.net>
Subject: Re: [External] RE: SOS I & II Manufacturing_Pump & Haul_Additional Information Request
Hey Sam,
got it reviewed from my colleagues. There are some minor issues but we can walk through that together and get an email confirmation to update them. I
am hoping to get it ready by tomorrow.
Thanks
Tanvir
A B M "Tanvir" Pasha (helhim)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
tanvir pashana deq n"c gov
Noam cnaou D_E Q��
Deep entof EnWronn,e—Ouali�
From: Sam Nye <srnPthesitegroup.net>
Sent: Monday, February 26, 2024 9:08 AM
To: Pasha, Tanvir <tanvir.pashapdea.nc.ggv>
Subject: RE: [External] RE: SOS I & II Manufacturing Pump & Haul_Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the
Home tab.
Good morning Tanvir,
Are there any issues with the latest version of the Pump and Haul plans and application?
When do you anticipate the permit will be ready?
Thank you, Sam
From: Sam Nye <[e-mail]>
Sent: Tuesday, February 20, 2024 3:31 PM
To: 'Pasha, Tanvir' < [e-mail]>; [e-mail]
Cc: [e-mail];'Hall, Michael' < [e-mail]>
Subject: RE: [External] RE: SOS I & II Manufacturing_Pump & Haul_Additional Information Request
Hi Tanvir,
Thank you for the clarification. We were able to revise the plans and narrative to show installed of the Wet Well as a second tank. I have attached the revised plans,
narrative and tank volume calculations.
Please let me know if there are any questions or concerns or if there is anything else that needs to be adjusted.

Thanks again, Sam
Samuel R. Nye, PE I Principal
srn thesitegraup.net
THE SITE GROUP
Civil Engineers • Landscape Architects
1111 Oberlin Road t: 919.835.4787
Raleigh, NC 27605 c: 919.996.9136
From: Pasha, Tanvir <tanvir.pasha deq.nc.gov>
Sent: Monday, February 19, 2024 11:27 AM
To: Sam Nye <srn thesitegroup.net>; mbakergtripro%corn
Cc: rgriffin triprop.com; Hall, Michael <michael.hall(�de%nc.gov>
Subject: Re: [External] RE: SOS I & II Manufacturing_Pump & Haul_Additional Information Request
Hi Sam,
understand your situation, and our office receives a limited number of applications for Pump and Haul every year. I've tried to discuss and gather as
much information as possible from the department.
According to 15A NCAC 02T .0204 (c), Pump and Haul facilities shall include, at a minimum, 24 hours of storage equipped with high-water alarms.
Although your frequency is twice per day, and I understand that not all phases will start immediately, you cannot alter the daily permitted flow mentioned
in WQ0044666. Adjusting the flow will require modifications to the current permit, which is unnecessary at this stage.
Both DHHS and DEQ have set rules to maintain the minimum storage capacity, 15A NCAC 18A .1952, where the volume of storage is calculated as
follows,
V= (0.75Q + 1,125) for each tank when using two tanks in series
V= 1.5Q + 2,250 for single tank design
where,
V= volume of tank in gallons
Q= daily flow in gallons (ranged between 1500 - 4500)
Disregard my previous requested volume and follow the above formula. Your previous tank design will surely work if you can able to put another tank in
series.
Let me know if you have further question. Will be looking forward to it.
Thanks
Tanvir
A B M "Tanvir" Pasha (heihim)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
tanvir.pashana deq.nc.gov
NOA ICARQLND_E Q��
ocwroMoo or enmmnme_ o"lity
From: Sam Nye <[e-mail]>
Sent: Sunday, February 18, 2024 8:12 AM
To: Pasha, Tanvir < nvir.oash -@-dggngov>; m k r rig_rQn.com <m k r@ riorQo.com>
Cc: rgrifLn_@. riprop.com <[e-mail]>; Hall, Michael <[e-mail].
Subject: RE: [External] RE: SOS I & II Manufacturing_Pump & Haul_Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the
Home tab.

Good morning Tanvirl
I'm sorry, this is my first pump and haul permit. I was looking at the NC GS requiring 1.0 times average daily flow and didn't know about the 2.5.
We are planning and showing pumping twice daily. Does that mean we can go down to 1.25 times AVF or we must be at 2.5?
Also, can we adjust the Daily Wastewater flow down any since 1 of the 2 new buildings won't be in operation during the pump and haul period?
Thank you, Sam
Samuel R. Nye, PE I Principal
srn(o)thesitegrou p.net
THE SITE GROUP
Civil Engineers • Landscape Architects
1111 Oberlin Road t: 919.835.4787
Raleigh, NC 27605 c: 919.996.9136
From: Pasha, Tanvir <tanvir.pasha2deq.nc.gov>
Sent: Sunday, February 18, 2024 8:00 AM
To: Sam Nye <smPthesitegroup.net>; mbaker( triprop.corn
Cc: rgriffin triprop.com; Hall, Michael <michael.hall Mdegsgov>
Subject: Re: [External] RE: SOS I & II Manufacturing -Pump & Haul -Additional Information Request
Good Morning Sam,
While reviewing the design of the storage tank, I found a few issues that require immediate attention before issuing the permit.
For all pump and haul applications, the department has a requirement to maintain 2.5 times the storage capacity of the permitted daily wastewater
flow (24-hr). This storage capacity should not include the volume of wastewater inside the piping. As your permitted daily flow is 3,625 gallons, you
should have storage tanks >9,062.5 gallons. Please submit an updated storage tank design electronically.
Thanks
Tanvir
A B M "Tanvir" Pasha (helhim)
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250, Cell: 984-202-3390
[e-mail]

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oepemmen� m envronmen�ai o.ary
From: Sam Nye <srn(o)thesitearoup.net>
Sent: Tuesday, February 13, 2024 2:04 PM
To: Pasha, Tanvir <tanvir.aashandeq.nc aov>; mbakerPtri prop, cum <mbakerPtri rrop com>
Cc: rgriffin(b)triprop.com <[e-mail]>; Hall, Michael <michael.hall(o)deq.nc.gov>
Subject: [External] RE: SOS I & II Manufacturing -Pump & Haul -Additional Information Request
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Good afternoon Tanvir,
We have revised the application with corrections to the items listed below. Thank you for your assistance and let me know if you need any additional
information.
Best, Sam
Samuel R. Nye, PE I Principal
srn@thesiteorou p.net
THE SITE GROUP
Civil Engineers • Landscape Architects
1111 Oberlin Road t: 919.835.4787
Raleigh, NC 27605 c: 919.996.9136
From: Pasha, Tanvir <[e-mail]>
Sent: Tuesday, February 13, 2024 11:S8 AM
To: Sam Nye <srn@thesite roup.net>; [e-mail]
Cc: [e-mail]; Hall, Michael <[e-mail]>
Subject: SOS I & II Manufacturing -Pump & Haul -Additional Information Request
Hello Greg and Sam,
After reviewing the Pump and Haul Application for SOS I & II Manufacturing, additional information is required in order to further process the
application. Please provide the following information by March 14, 2024 and note that the requested information must be submitted within 30 days
of this request, or the applicant will be required to submit a new application and application fee in accordance with 1 SA NCAC 02T .0200.
1. Page 3 of the application form P&H 11-23 needs resubmission addressing following comments:
a. According to permit WQ0044666 (which covers the generated wastewater requiring P&H), the consultant's project narrative,
contract hauler letter, and receiving facility letter all characterize the wastewater as 100% domestic wastewater. However, your
P&H application form 11-23, section 11.3, indicates 100% industrial wastewater. Please accurately specify the origin of the
wastewater.
b. According to permit WQ0044666 (under which the generated wastewater requires P&H), Gregory Sanchez's phone and email
address differ from what you entered in application section 11.6. Please correctly specify the contact information for the applicant.
c. Section 111.1 of the application form is missing information on the affiliation of the consultant.

d. Section IV.5 and IV6 of the application form are missing information on the WWTF contact's title, affiliation, and email.
2. Page 4 of the application form P&H 11-23 needs resubmission addressing following comments:
a. Please ensure that the name of the treatment plant in Section V5 matches the one specified in permit WQ0044666.
b. Section VIA requires the inclusion of the applicant's name and project name.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying
supporting information may be modified to make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned
application shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for wastewater pump and haul is only applicable for domestic wastewater. The application fees have increased to
$7, 760.00 for flows a 70,000 GPD and $1,760.00 for flows> 70,000 GPD as of November, 2023.
Sincerely,
A B M "Tanvir" Pasha (helhim)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
tanvir.pasha deq.nc.gov
NORTH CAROLINA
Department of Environmental Quall

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