20201909 Ver 1_CAMA Application_20201201

ROY COOPER
Governor
MIC14AEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
December 1, 2020
NORTH CAROLINA
Envlrotuaentat Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax:[phone] (Courier04-16-33)
y regg. bod n ar(rD ncden r. gov
SUBJECT: CAMA Application Review
Applicant: Dare County
Project Location: 50225 Water Association Road and Great Ridge Road in Dare County
Proposed Project: Expansion of the Dare County Water System
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by December 2Z 2020. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
LYpMSNO�{wiFmMM WMb�
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
252.264.3901

s
Tax Lot No.:
Verified by _
by
ExfiIBIT C
County on the
Book rase
1122 0828
FILED
DARE WJ14TY NC
07/09/97 10,50 Alt
DORRIS A. FRY
Resister Of Deeds
Docurient It
0000045
Identifier No.
_ day of , 19_
Mail after recording to
edotta. N 214 Q�. C....l.
This instrument was prepsrdd y Puker. Poe. Adana & Bernstein. L.L.P. BMMh
Brief Description For The Index:
Multiple Fee Simple Tracts and Easements
NORTH CAOLINA NON -WARRANTY DEED
THIS DEED made this 0* deyv.Af July, 1997, by and between
GRANTOR �� GRANTEE
CAPE HA9TERAS WATER ARE COUNTY, a political subdivision
ASSOCIATION, INC., a North CarolinakAttlon:
tate of North Carolina
non-profit corporation Office Box 1000
Post Office Box 578 , North Carolina 27954
Buxton, North Carolina 27948 County Attorney
Attentiont President
t
Enter In epereer4te block for uch PW.name, adome,end. aeooreonate, chweder of spay. e.g. c nwfion or ysn hip.
The designation Grantor and Grantee as used herein shall include a�l parties and their successors
and assigns, and shall include singular, plural, masculine, femtp a or neuter as required by
context. Q
WITNFSSETH, that Grantor, for a valuable consideration paid by Gre, the receipt of which
is hereby acknowledged, has and by these presents does grant, bargru sell and convey unto
Grantee in fee simple, all that certain lot or parcel of land situated I"are County, Noilh
Carolina and more particularly described as follows:
BEING all of the property more particularly described on Exltt
attached hereto and incorporated by this reference.
Received
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TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all p t5ileges and
appurtenances thereto belonging to Ore Grantee in fee simple. 0l�
Grantor makes no waimttty, express or implied, as to title to the property hereinabove dest�ed. •
IN WITNESS WHEREOF, die Grantor has caused this instrument to be signed in its corp�ot)te
name by its duly authorized officers and its seal to be hereunto affixed by authority of its Bb fen
of Directors, the day end.year first above written.
rrap.�, rov,..o

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STATE QONORTH CAROL NA
COUNTY OF DARE
This
Book PM
H22 0M
GRANTOR:
CAPE HATTERAS WATER ASSOCIATION,
INC., a North Carolina non-profit corporation
, Receind
Its: �President
Came
who, being by mti IY sworn, says that he/she Is President of CAPE HATTERAS WATER
ASSOCIATION, North Carolina non-profit corporation, and that the seal affixed to the foregoing
Instrument in writing Is_ thR corporate seal of said corporation, and that sold writing was signed and sealed by
him/her le behalf of�Se_ 1.corporation by Its authority duly given. And the President
acknowledged the said VI"
Ito be the act and dad of said corporation.
Witness my hand andlt n'tarial seal, this the _� day of J14AUil. 1997.
4, e•nYGa%,
' - Nat ublic
Mg oammissloh eApires: Vj
0
' :� i (N&ARY SLFALj•: .3
• 'fit,;;.;. ...��`t. ;> ��
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0
0
The fa.gokV mcet.l.ie, ' ,A-r ,l C • PbykS O- f4c)40't'i fw%bt `^
f ore Ci iv�w/ 0
Islets wrtlned to be correct. 7416 Irtjtrum.nt and d" eerdtlesla are duly register" at tha dote and time and In the Book snd
peg. grown aedu ilia page here".
REGISTER�� /��'�OF DEEDS FOR DARE CA NTV /
By YQ.yt f tiapelylAs.atmt • Fepeter of De"e
rr>a-atr»un.t
NO 2 - ?.-(
DC[A-EC

EXHIBIT A (I eta DOD
,,+, Book Parse
' LL OF GRANTOR'S RIGHT, TITLE, AND INTEREST IN ANIUM THE F9ROWING
SCRIBED PROPERTY:
�. (a) All real property, easements, rights -of -way and leasehold estates located in Dare
County, North Carolina, including, without limitation, all of Grantor's right, title,
and interest in and to the property, easements, rights -of -way, leasehold estates and
Other property rights described in the instruments listed as items one (1) through
sixty-eight (68) below (collectively, the "Land').
(b) ,&Il buildings, structures, additions, and improvements of every nature whatsoever
•
e�w or hereafter situated on or about the Land, including without limitation, all
hinery equipment, or other tangible personal property, which ere attached to the
or improvements located thereon which are deemed to be ftxtirres under North
' law.
(a) All a0s cuts, rights -of -way, strips and gores of land, vaults, streets, ways, alleys,
passage§&wer rights, waters, water courses, water rights and powers, minerals,
timber, and other emblements located on or otherwise appurtenant to the Land, or
under the same or any part or parcel thereof, and all estates rights, titles, interest,
privileges, liberties, tenements, hereditaments and appurtenances, reversion and
reversions, render and remainders, whatsoever, in any way belonging, relating
or appertaining property described herein or any part thereof, or which hereafter
shall in any way bang, relate or be appurtenant thereto.
\A'�
(a) All leases or sublessev^y, and all income, rent, and issues of any of the property
described herein and 41tile estate, right, title, Interest, property, possession, claim,
and demand whatsoever (law, as well as in equity, of the Grantor of, in and to the
same. ler�',
I. Deed dated May 6, 1967 from Maxi ?a Alderman and J.C. Alderman, her husband, to
Cape Hatteras Water Association, Inc. recerlled in Book 143, Page 277, Dare County Public
Registry.
2. Deed dated May 30, 1967 from Julian H. A�kjn, Sr. to Cape Hatteras Water Association,
•
Inc, recorded in Book 143, Page 279, Daze Cty Public Registry.
3. Deed dated May 10, 1967 from A.S. Austin, J�d Rudy M. Austin, his wife, to Cape
Hatteras Water Association, Inc. recorded in Bo J43, Page 281, Dam County Public
Registry. �`
4. Deed dated May 9, 1967 from Corlett W. Burus and Rebecca G. Burrus, his wife, to Cape
Hatteras Water Association, Inc. recorded in Book 143, P ge 284, Date County Public
Registry. C
S. Deed dated May 9, 1967 from D.R. Basnett and Once V. Bas Q his wife, to Cape Hatteras
Water Association, Inc. recorded in Book 143, Page 286, Dare li Witty Public Registry.
6. Deed dated September 4, 1967 from Mildred E. Poole, Guardian 6 Henry David Basnett,
Minor, and Mildred E. Poole, individually, to Cape Hatteras VQt Association, Inc.
recorded in Book 143, Page 288, Dare County Public Registry. 7,
7. Deed dated May 6, 1967 from P. D. Basnett and Emma Basnett, his wifeto Cape Hatteras
Water Association, Inc, recorded in Book 143, Page 291, Dare County Pubiic.Registry.
S. Deed dated July 10, 1967 from Leslie J. Braudwell and wife, Mary J. Braudd, to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 293, Dare Co Public
Registry. #t .
9. Deed dated May 6,1%7 from Elevy Bailance (widow) to Cape Hatteras Water Assoct;On,
Inc. recorded in Book 143, Page 295, Dare County Public Registry. ✓j�
C0484-62510.06119197 RecEillcd
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it. Deed dated May 6, 1967 from Betty F. Conner and Dorsey Conner, her husband, to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 300, Dare County Public
O Registry.
Deed dated May 6,1967 from Fart H. Fulclw and Wilma Flilcher, his wife, to Cape Hatteras
Oki
r1 Water Association, Inc. recorded in Book 143, Page 302, Dare County Public Registry.
13. �,�Deed dated June 13. 1967 from George R. Fuller, Jr. and Oereldine A. Fuller, his wife, and
Va M. Daniels and Millicent B. Daniel& his wife, to Cape Hatteras Water Association,
recorded in Book 143, Page 307, Dare County Public Registry.
t i as 050
10. Deed dated June 1, 1967 from Helen A. Block and John A. her hus, to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 7, Dare County Public
Registry.
14. Deed dated June 22, 1967 from Shenklin S. Fulcher and Madeline V. Fulicher, his wife, to
Capek9keras Water Association, Inc. recorded in Book 143, Page 310, Dare County Public
Reglsfty�
15. Deed date"y 6, 1967 from W.H. Gaskins and Sally Gaskins, his wife, to Cape Hatteras
Water Assw4iition, Inc. recorded in Book 143, Page 316, Dare County Public Registry.
16. Deed dated M;a(41%7from Roy Gaskins (unmarried) to Cape Hatteras Water Association,
Inc. recorded in "k 143, Page 318, Dare County Public Registry.
17. Deed dated May 147 from Henry W. Gondyke and Helen Gondyke, his wife, and W.E.
Casteel and Marilyn M. Ca,teel, his wife, to Cape Hatteras Water Association, Inc. recorded
in Book 143, Page 324;QAm County Public Registry.
O
• - 18. Deed dated May 6, 1967 frc�lina M. Jordan end Donald S. Jordan, her husband, to Cape
Hatteras Water Association recorded in Book 143, Page 327, Dare County Public
Registry.
19. Deed dated May 9,1967 from EW McKissick and Ellis McKissick, her husband, to Cape
Hatteras Water Association, Inc, horded in Book 143, Page 329, Dare County Public
Registry.
20. Deed dated June 20, 1967 from AnnabeA. Montgomery and W.H. Montgomery, her
husband, to Cape Hatteras Water Associ , Inc. recorded in Book 143, Page 334, Dare
County Public Registry. O
21. Deed dated June 30, 1967 from Irene B. Midg tk� d Loran Midget , her husband, to Cape
Hatteras Water Association, Inc. recorded in 143, Page 336, Dare County Public
Registry. O
22. Deed dated May 6, 1967 from Almy J. O'Neal anh�Aoris E. O'Neal, his wife, to Cape
Hatteras Water Association, Inc. recorded in Book age 338, Dare County Public
Registry. Y
23. Deed dated May 8, 1967 from Donald S. Oden and Paulin{. Oden, his wife, to Cape
Hatteras Water Association, Inc. recorded in Book 143, P 341, Dare County Public
Registry. l
• 24. Deed dated May 17,1967 from John H. Phipps, Executor of they le of John S. Phipps;
Howard Phipps, Executor of the estate of Amy Guest; Henry B. Man d wife, Jacqueline
A. Martin; Townsend B. Martin and wife, Rene R. Martin; and Al Martin and wife,
Edith P. Martin to Cape Hatteras Water Association, Inc. recorded in ok 143, Page 343,
Dare County Public Registry.
25. Deed dated May 30,1967 from Mildred E. Poole and Milton L. Poole, her husband, to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 351, Dare County Public
Registry.
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26. Deed dated May 6,1967 from Nacie Peele unmarried to Ca H r d8
y (unmarried) pa gl6gyps WetttpMcietion,
�O Inc. recorded in Book 143, Page 356, Due County Nblic RegistV22 0832
t Deed dated May 8. 1967 from W.L. Peele to Cape Hatteras Water Association, Inc. recorded
'fi in Book 143, Page 358, Dare County Public Registry.
28 S pad dated May 17, 1967 from Princeton University to Cape Hatteras Water Association,
`roc. recorded in Book 143, Page 360, Dare County Public Registry.
29. Need dated May 5,1967 from U.L. Rollinson and Lois Rollinson, his wife, to Cape Hatteras
WatVssociation, Inc. recorded in Book 143, Page 363, Dare County Public Registry. •
30. Deed
ad June 8, 1967 from John L. Rollinson and Pauline Rollinson, his wife, to Cape
Hatteater Association, Inc. recorded in Book 143, Page 365, Dare County Public
31. Deed dated 5, 1967 frpm A.Z. Scarborough (unmarried) to Cape Hatteras Water
Association, A4;ecorded in Book 143, Page 368, Dare County Public Registry.
32. Deed dated June 15, 1967 from Marietta P. Shelton (widow) to Cape Hatteras Water
Association, Inc. recordded,, in Book 143, Page 373, Dam County Public Registry.
33. Deed dated May 9, 1from Sylvia Wilson and Edward Wilson, her husband, to Cape
Hatteras Water Associ Inc. recorded in Book 143, Page 378, Dare County Public
Registry.
34. Deed dated September 4,1964 ftem Linda F. Whedbee, Guardian for Deloris A. Whedbec,
Minor, and Linda F. Whed 'ndividually, to Cape Hatteras Water Association, Inc.
recorded in Book 143, Page 390,�= County Public Registry.
35. Deed dated May 6, 1967 from E.F. QV}NIwo and Iola Williams, his wife, to Cape Hatteras
Water Association, Inc, recorded in is 143, Page 383, Dare County Public Registry.
36. Deed dated June 30, 1967 from R.S. b, Sr. and Myra E. Wahab, his wife, to Cape •
Hatteras Water Association, Inc. record ee I Book 143, Page 385, Dare County Public
Registry. Y
37. Deed dated May 10, 1967 from Maude M. and E.P. White, her husband, to Cape
Hatteras Water Association, Inc. recorded in Bad 143, Page 387, Dare County Public
Registry.
38. Deed to Cape Hatteras Water Association, Inc. recorded in Book 143, Page 390, Dare
County Public Registry.
39. Deed dated May 8, 1967 from Zach C. Whedbee (unmam' d and W.L. Whedbee to Cape
Hatteras Water Association, Inc. recorded in Book 143, POO 392, Dare County Public
Registry. vl�'
40. Deed dated May 30,1967 from Mrytle A. Willis and Earl T. Wilds;"her husband, to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 391z Dare County Public
Registry.
41. Deed dated August 31, 1967 from John Wasili and Odessa S. Wasilf,*I's wife, to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 397, Dare �unty Public
Registry.
O
42. Deed dated May 6, 1967 from Florin E. Wilcox and W.M. Wilcox, her husband to Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 400, Dare Cour Public •
Registry.
NOV 2 - 2C;0 CO484.62510rOd/19197
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43, Deed dated May 6,1967 from Rosa L. Wbedbee, (widow), Omha&'fhedbee, unmarried,
and John W. Whedbee, unmarried, to.Cepe Hatteras Water Appppiatlon, Ioll3rcorded in
Book 143, Page 402, Dare County Public Registry.
44. Deed dated May 6,1967 from Lloyd W. Basnett and Mae Basnett, his wife, to Cape Hatteras
Water Association, Inc. recorded In Book 145, Page 421, Dare County Public Registry.
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'<� 45. Deed dated July 31, 1967 from Olivia S. Wick and Peter Wick, her husband, to Cepe
dHatteras Water Association, Inc. recorded in Book 145, Page 509, Dare County Public
O Registry.
Deed dated July 31,1975 from Charles Williams, III and Bonita Williams to Cape Hatteras
Water Association, Inc. recorded in Book 225, Page 58, Dare County Public Registry.
47. O eed dated D*ember 20, 1985 from Carlos D. Oden and wife, Josephine A. Oden and
nald S. Oden and wife, Pauline Oden and Odens Fish & Oil Company, Inc. to Cape
atteras Water Association, Inc. recorded in Book 467, Page 232, Dare County Public
Registry.
48. Deed 7Halrm
20,1985 from F. Danford Burroughs and wife, Melissa H. Burroughs
and R and wife, Winona P. Gray and Herbert L. Thomas to Cape Hatteras
Water c. recorded in Book 467, Page 229, Dare County Public Registry.
49. Deed dated mber 3, 1994 from Farrow Family Cemetery and Salina Farrow to Cape
Hatteras Wa ssaciation, Inc. recorded in Book 981, Page 416, Dare County Public
Registy. 0
50. Deed dated Novetd� 3,1994 from Richard A. Austin and Rebecca Austin to Cape Hatteras
Water Association, recorded in Book 981, Page 418, Dare County Public Registry.
St. Deed dated November 0994 from Margaret S. Farrow, Lester B. Farrow, Jr., Joseph D.
Farrow end Frances Farm Cape Hatteras Water Association, Inc. recorded in Book 981,
Page 420, Dare County Pu t q Registry.
52. Deed dated August 12, 1996 m Cheryl D. Austin and husband, Tracy Austin to Cape
Hatteras Water Association, recorded in Book 1083, Page 742, Dam County Public
Registry.
53. Dad dated April 15,1997 from Elimlodd Gaskill to The Cape Hatteras Water Association,
Inc. recorded in Book I I1 I, Page 656, Dare County Public Registry.
54. Deed of Easement dated June 13, 1967 byq�d between George R. Fuller, Jr. and Gemldine
A. Fuller, his wife; and Orville M. Dante" Millicent B. Daniels, his wife, and Cape
Hatteras Water Association, Inc. recorded rQBook 143, Page 304, Dare County Public
Registry.
55. Deed of Easement dated May 19, 1967 by and bFiween Roy S. Gaskins, unmarred, and
Cape Hatteras Water Association, Inc. recorded in Book 143, Page 313, Dare County Public
Registry.
56. Deed of Easement dated May 17, 1967 by and betweep Henry W. Gondyke and Helen
Gondyke, his wife, and W.E. Casteel and Marilyn M. Cancel his wife, and Cape Hatteras
Water Association, Inc. recorded in Book 143, Paget 320, DWCounty Public Registry.
O
57. Deed of Easement dated June 20,1967 by and between Aruebell�Montgomery and W.H.
Montgomery, her husband, and Cape Hatteras Water Association, recorded in Book 143,
Page 331, Dare County Public Registry.
58. Deed of Easement dated June 13, 1967 by and between Nacie Peele, arried, and Cape
Hatteras Water Association, Inc. recorded in Book 143, Page 353, County Public
Registry.
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C0484-62SIOAV19197

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59. Deed of Easement by and between A.Z. Scarborough (unmardaftto Cape Plaftems Water
Association, Inc. recorded in Book 143, Page 371, Dare CountkMblic Re&W
060. Deed of Easement by and between Marietta P. Shelton (widow) to Cape Hatteras Water
X"I"� Association, Inc. recorded in Book 143, Page 375, Dare County Public Registry.
6Y� Deed of Easement dated September 14, 1994 by and between Anthony J. Scillia and wife,
Linda J. Scillia and Cape Hatteras Water Association, Inc. recorded in Book 981, Page 399,
lam County Public Registry.
62. )Heed of Easement dated January 12, 1995 by and between Hatteras By The Sea Limited .
Par,tyy�rship and Cape Hatteras Water Association, Inc. recorded in Book 981, Page 422,
Dafarjunty Public Registry.
63. Deed
CCJJ ment dated March 17, 1995 by and between Robert B. Armstrong and wife,
Alice A rag and Cape Hatteras Water Association, Inc. recorded in Book 981, Pagc
426, Dare ty Public Registry.
64. Deed of Easc`Nt dated March 21, 1995 by and between Tony McGowan, unmarried, and
Cape Hatteras Water Association, Inc. recorded in Book 981, Page 430, Dare County Public
Registry.
65. Deed of Easement�March 23, 1995 by and between William R. Macintyre, 111,
unmarried, and Cape Water Association, Inc. recorded In Book 991, Page 433, Dare
County Public Regi O
66. Deeds of Easement dated ¢ 22, 1995 by and between Donald Ray Belk and wife, Patty
W. Belk and Cape Hatteras )yMer Association, Inc. recorded in Book 981, Pages 437 and
441, Dare County Public Reg
67. Deed of Easement dated April 1 997 by and between Eliot Todd Gaskill and The Cape
Hatteras Water Association, Inc. ed in Book 1111, Page 658, Dare County Public
Registry.
68. Agreement dated April 15, 1997 by and en The Cape Hatteras Water Association, Inc. •
and Tod Gaskill recorded in Book I I I Iraagwlc661. Dare County Public Registry.
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C0484.61310: 06119/97
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MAJOR PERMIT FEE MATRIX
A licant: DARE COUNTY— Cane Hatteras Well Field Ex ansion
Selection
Development Type
DCM %
DWQ %
R$250
(14300 1601 435100093 1625 6253)
(24300 1602 435100q2341)
I. Private, non-commercial
development that does not
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100% ($400)
($0)
involve the filling or
F0%
:]
excavation of any wetlands
or open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4175 (See
attached can be applied:
III(B). Public or commercial
®
development, if General
100% ($400)
0% ($0)
Water Quality Certification
No. 4175 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
F$40O60% ($240)
40% ($160)
4175 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4175 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

PAMLICO
5OUND
146 NWY
125
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NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
Way DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
A55aRO lan°7r ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
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IVV IL: MO.) UWt,UMLI`II IJ r'ICL LIMInIARI — IYVI rum t.V1VJIRVI'lIV1V, ICLl4VICUAIIVIV,
SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY!
EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A _
CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY
ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY
INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES
OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. L_
EXI5TIN6 WELL PROPOSED
#13 SILT FENCE
40
W
FROJEC_
COPYRIGHT © 2020
QUIBLE & ASSOCIATES, P.C.
P19115
THIS DOCUMENT IS THE PROPERTY OF
QUIBLE & ASSOCIATES, P.C. ANY
DRAWN BY
ALTERATION OF THIS DOCUMENT IS
PROHIBITED.
JTM/OTH
IF THIS DOCUMENT IS NOT SIGNED AND
SEALED BY A LICENSED PROFESSIONAL
CH_CKED BY
THEN THIS DOCUMENT SHALL BE
CONSIDERED PRELIMINARY, NOT A
JTM
CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION,
DATE
RECORDATION, SALES OR LAND
10/28/20
CONVEYANCES, UNLESS OTHERWISE
NOTED.
5EGTION 404
k ETLAND LINE
12,074 LF
RAW WATER MAIN
R07
PROPOSED
PRINCIPAL AQUIFER
WELL
SHEET 2 OF 3 : PROPOSED WELL AREA 0
1 I
�B xArrnRAs wEri,�rn �Aivsrox Quible
DARE COUNTY WATER DEPARTMENT
HATTERAS TOWNSHIP DARE COUNTY
NORTH CAROLINA
0 40 80
GRAPHIC SCALE IN FEET 1 "=40'
NC License#: C-0208
SINCE 1959
& Associates, P.C.
ENGINEERING** * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING**
**ENG./SUR. NOT OFFERED AT BLACK MTN. OFFICE**
8466 Caratoke Hwy, Powells Point, NC 27966
Phone: [phone] Fax: [phone]
0 Church St., Ste. B, Black Mountain, NC 28711
Phone: [phone] Fax: [phone]
administratorCquible.com

0:\2019\1`1911b\Drawings\P1911b—CAMA EXHIBII.dwg 10/50/2020 10:26 AM I
"IYVIL: ima VVIrVML1Y1 IJ rRLLIMII`INICI — IYVI rum l'VIYJIRVVIIV IY� RL4VRVNIIVIY,
SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY!
EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A
CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY
ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. kw
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY
INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSS_
OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION.
PROPOSED
SILT FENCE
EXISITNG
EARTHEN ROAD _
TO BE REROUTED
AROUND NEW WELLS
5EGTION 404
WETLAND LINE
tI
EX15ITNO TELL
#4
a
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,yam
EN ROAp
12,074 LF
- RAW WATER MAIN
R05
PROPOSED DEEP
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WELL
R06
PROPOSED
PRINCIPAL AQUIFER
WELL
PROJECT
COPYRIGHT © 2020
SHEET 3 OF 3 : PROPOSED WELL AREA #2
NC License#: C-0208
P19115
QUIBLE & ASSOCIATES, P.C.
THIS DOCUMENT IS THE PROPERTY OF
Quible
SINCE 1959
WE HMEW ULLIEW EXPANSION
QUIBLE & ASSOCIATES, P.C. ANY
ALTERATION OF THIS DOCUMENT IS
DRAWN BY
JrM/orH
PROHIBITED.
DARB COUNTY WATER DEPARTMENT
& Associates P.C.
IF THIS DOCUMENT IS NOT SIGNED AND
SEALED BY A LICENSED PROFESSIONAL
THEN THIS DOCUMENT SHALL BE
ENGINEERING** * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING**
NECKED B'r
HATTERAS TOWNSHIP DARE COUNTY
JTM
CONSIDERED PRELIMINARY, NOT A
NORTH CAROLINA
**ENG./SUR. NOT OFFERED AT BLACK MTN. OFFICE**
CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION,
8466 Caratoke Hwy, Powells Point, NC 27966
Phone: [phone] Fax: [phone]
0 30 60
DATE
RECORDATION, SALES OR LAND
90 Church St., Ste. B, Black Mountain, NC 28711
10/28/20
CONVEYANCES, UNLESS OTHERWISE
"=30'
Phone: [phone] Fax: [phone]
NOTED.
GRAPHIC SCALE IN FEET 1
[e-mail]

CA"117TON MAIF (DARE COUNTY)
SCALE: 1 "=40,000'
T
PROJECT AREA
CAPE IATTERAS PROJECT
AREA
WELLFIELD EXPA-..N.-SION
WATEIRLINE
HATTERAS,
CONNECTION
DARE COUNTY, NC
EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL NOTES:
1. ALL EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL UTILITY LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED WITHIN 7 DAYS AFTER BACKFILL AND NO MORE THAN 500 FEET OF TRENCH CAN BE OPEN AT ONE
TIME.
3. TEMPORARY SEEDING WILL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER
THAN 30 DAYS. FOR TEMPORARY SEEDING USE 50% OF THE RECOMMENDED RATES OF FERTILIZER, LIME, AND FULL AMOUNTS OF SEED AND MULCH REQUIRED FOR REGULAR
SEEDING.
4. THE LIMITS OF DISTURBANCE ARE SHOWN ON THE PLANS AND/OR INDICATED AS NOTES ON EACH SHEET.
5. ALL CONSTRUCTION DISCHARGE WATER SHALL BE ADEQUATELY FILTERED TO REMOVE SEDIMENT PRIOR TO DISCHARGE INTO WATERWAYS OR WETLANDS.
6. MATERIALS USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
7. ALL WORK MUST BE IN COMPLIANCE WITH APPLICABLE SAFETY REGULATIONS.
8. ALL EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCH.
CONSTRUCTION SEQUENCE:
PRECONSTRUCTION:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF
CONSTRUCTION ACTIVITIES.
CONSTRUCTION:
4) INSTALL CONSTRUCTION ENTRANCE & SILT FENCING AT LOCATIONS SHOWN ON PLAN.
5) COMPLETE CLEARING AND GRUBBING PROCEDURES, AS NECESSARY.
6 BEGIN CONSTRUCTION OF PROPOSED WATERLINE. ONLY 500 LF OF TRENCH CAN BE DISTURBED AT A TIME. INSTALL SILT FENCING AS DESIGNATED ON PLANS AS
DISTURBANCE SHIFTS.
7) ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS AND MAINTENANCE WILL BE
MADE IMMEDIATELY. FURTHERMORE, IF ANY WIND OR STORMWATER RUNOFF EROSION DEVELOPS DURING THE CONSTRUCTION OF THE PROJECT, ADDITIONAL
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO ADDRESS THE PROBLEM AREA.
8) ONCE THE SITE CONSTRUCTION IS COMPLETE AND DENUDED SURFACES ARE FULLY STABILIZED; ALL STORMWATER CONVEYANCES, STRUCTURES, PIPING AND
BASINS SHALL BE CLEANED OF ALL SILT/DEBRIS WHICH MAY HAVE ACCUMULATED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY DESIGN GRADES OF ALL
STORMWATER CONVEYANCES INCLUDING THE BASIN AND RESTORE TO DESIGN SPECIFICATIONS AS NECESSARY
9) UPON THE REMOVAL OF ACCUMULATED SEDIMENTS AND SITE STABILIZATION, ALL REMAINING EROSION CONTROLS MAY BE REMOVED FROM THE DEVELOPMENT.
ALL DOWNSTREAM EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF ALL OTHER DEVELOPMENT CONSTRUCTION ACTIVITIES.
SOIL EROSION & SEDIMENTATION CONTROL NOTES:
AREA TO BE DISTURBED: +/-2.0 ACRES
1. PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT) ON ALL DENUDED DOWNSTREAM SURFACES FOLLOWING THE COMPLETION OF LAND DISTURBING
ACTIVITIES PER THE CRITERIA LISTED BELOW:
a. PERIMETER DIKES, BERMS, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED IN 7 DAYS.
b. HIGH QUALITY WATER (HOW) ZONES SHALL BE STABILIZED IN 7 DAYS.
C. DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS. IF SLOPES ARE 10' OR LESS AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED.
d. DOWNSTREAM SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH SHALL BE STABILIZED IN 14 DAYS. SLOPES 3:1 OR FLATTER EXCEEDING 50, IN LENGTH
SHALL BE STABILIZED IN 7 DAYS.
e. ALL OTHER DOWNSTREAM AREAS WITH SLOPES 4:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS.
3. IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS
SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED
ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING SPECIFICATIONS).
4. IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL EROSION
AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED IMMEDIATELY AS DIRECTED BY THE ENGINEER TO ADDRESS THE PROBLEM AREA AND PREVENT DAMAGE TO
ADJACENT PROPERTIES.
5. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
a. A RAIN GAUGE MUST MUST BE KEPT ON SITE.
b. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50 FEET FROM DRAINS OR STREAMS UNLESS
NO ALTERNATIVE IS FEASIBLE.
C. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
A HALF INCH (DURING A 24 HOUR PERIOD). IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE.
d. INSPECT ALL OUTLETS WHERE RUNOFF LEAVES SITE AND EVALUATE EFFECT ON NEARBY STREAMS. TAKE CORRECTIVE ACTION IF NECESSARY.
e. MAINTAIN RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS.
f. EARTHWORK NOTE: OFFSITE BORROW MATERIAL SHALL COME FROM AN NCDEQ LAND QUALITY SECTION APPROVED SITE. OFFSITE DISPOSAL OF EXCESS MATERIAL
SHALL BE TO AN NCDEQ LAND QUALITY SECTION APPROVED SITE.
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GENERAL NOTES:
1. PHYSICAL FEATURES AND TOPOGRAPHIC INFORMATION ARE BASED ON FIELD SURVEY PERFORMED BY QUIBLE & ASSOCIATES, P.C., IN MARCH 2O20.
BENCHMARK AND CONTROL POINT LOCATIONS ARE SHOWN ON THE DRAWINGS. VERTICAL DATUM IS BASED ON NAVD 88. RIGHT-OF-WAY AND PROPERTY
LINES SHOWN ARE APPROXIMATE AS PER DARE COUNTY GIS DATA.
2, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS, THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) ROADWAY STANDARD DRAWINGS AND SPECIFICATIONS, DARE COUNTY WATER STANDARD SPECIFICATIONS, RULES GOVERNING
PUBLIC WATER SYSTEMS (NCDENR PWSS), AND NCDENR DIVISION OF WATER QUALITY. ALL WORK IN PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN
ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION WORK AREA PROTECTION MANUAL. THE CONTRACTOR
SHALL MAINTAIN A COPY OF THE CONTRACT DRAWINGS, PROJECT MANUAL, AND THE LATEST EDITION OF THE SPECIFICATIONS AT THE PROJECT SITE AT
ALL TIMES DURING CONSTRUCTION.
3. THE LOCATION DIMENSIONS AND ELEVATION OF EXISTING STRUCTURES PIPING AND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE DATA AND ARE
APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION TO HIS OWN SATISFACTION. THE DIAMETERS OF
EXISTING PIPING ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO PERFORMING FINAL CONNECTIONS. THE CONTRACTOR SHALL PERFORM ANY TEST PIT
WORK OR PROVIDE LOCATION SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITIES. CONTACT NORTH CAROLINA ONE -CALL AT TELEPHONE
NO. 1-800-632-4949, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED.
4. CHANGES IN NEW PIPING OR STRUCTURES FROM THAT SHOWN ON THE DRAWINGS, IN ORDER TO AVOID CONFLICTS WITH EXISTING ELECTRICAL SYSTEMS,
MECHANICAL SYSTEMS, EQUIPMENT, STRUCTURES, OR EXISTING PIPING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER THE CONFLICTS ARE
SHOWN OR ARE DISCOVERED IN THE FIELD. LIKEWISE, ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS, MECHANICAL SYSTEMS, EQUIPMENT, OR EXISTING
PIPING IN ORDER TO ACCOMMODATE NEW PIPING, STRUCTURES AND EQUIPMENT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER. THE OWNER AND THE ENGINEER MUST APPROVE ALL SUCH CHANGES.
5. MAINTAIN AND PROTECT ALL OVERHEAD AND UNDERGROUND ELECTRICAL, TELEPHONE, CABLE TV, WATER, AND ALL OTHER UTILITIES DURING ENTIRE
CONSTRUCTION PERIOD. SEPTIC SYSTEM AND WATER SERVICE INTERRUPTIONS AND OTHER UTILITY OUTAGES WILL NOT BE ALLOWED.
6. ALL PROPOSED WATER LINE PIPING SHALL MAINTAIN A MINIMUM COVER OF 3.0 FEET. PROPOSED WATER LINE PIPING SHALL BE INSTALLED AS REQUIRED TO
ALLOW FOR MINIMUM 18" VERTICAL SEPARATION BETWEEN NEW PIPING AND EXISTING UTILITIES.
7. PROVIDE A MINIMUM OF 18 INCHES CLEARANCE BETWEEN PIPING AND FOOTINGS, STRUCTURES, AND OTHER PIPING UNLESS OTHERWISE INDICATED. A
POSITIVE GRADE SHALL BE MAINTAINED FOR THE VERTICAL ALIGNMENT OF ALL WATER PIPING TO ELIMINATE THE FORMATION OF AIR POCKETS.
8. GATE VALVES AND VALVE BOXES: PROVIDE AN EXTENDED VALVE STEM WHERE DEPTH TO TOP OF VALVE EXCEEDS 5 FEET.
9. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS REQUIRED TO MAINTAIN
WATERLINE ALIGNMENT SHOWN. THE CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR COMPLETE AND OPERABLE PIPE INSTALLATIONS.
10. CONTRACTOR SHALL PROVIDE ALL CONNECTING PIPES AND TRANSITION PIECES REQUIRED TO MAKE FINAL PIPING CONNECTIONS.
11. VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED FOR ALL DISTURBED AREAS IN
ACCORDANCE WITH ALL LOCAL REQUIREMENTS AND THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION AND BEFORE
EXCAVATION BEGINS. SILT FENCE, CULVERT INLET PROTECTION, INLET PROTECTION, AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED TO PREVENT THE MOVEMENT OF SEDIMENT DOWNSTREAM.
12. CONSTRUCTION LIMITS SHALL INCLUDE ALL DISTURBED AREAS. ALL GRASSED DISTURBED AREAS SHALL BE SEEDED AND PROVIDED WITH EROSION CONTROL
DURING AND AT THE END OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE NCDOT RIGHT OF WAY. WORK OUTSIDE OF THE RIGHT OF WAY
MAY REQUIRE TEMPORARY CONSTRUCTION EASEMENTS TO BE OBTAINED BY OTHERS.
13. UNLESS OTHERWISE NOTED, REMOVE AND DISPOSE OF ALL ITEMS INDICATED TO BE DEMOLISHED OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL
FEDERAL, STATE, AND LOCAL REGULATIONS.
14. THE CONTRACTOR SHALL BE FULLY LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL REPLACE ALL DISTURBED SURFACES IN KIND, INCLUDING PAVEMENT, STONE, DITCHES, MAILBOXES, STORM CULVERTS, DRIVEWAY
CULVERTS, ETC. CONTRACTOR SHALL REPLACE ROADSIDE SHOULDERS, DITCHES, FILL SLOPES/CUTS TO STABILIZED PRECONSTRUCTION CONDITIONS.
ROADSIDE LANDSCAPING SHALL BE PROTECTED AS MUCH AS POSSIBLE. CULVERTS SHALL BE BACKFILLED AND PROPERLY COMPACTED PER NCDOT
SPECIFICATION. CULVERT ENDS SHALL BE GRADED WITH POSITIVE DRAINAGE WITH SUFFICIENT EROSION AND SEDIMENT CONTROLS INSTALLED. PRIVATE
ENTRANCE CULVERTS SHALL BE MAINTAINED FOR POSITIVE ROADSIDE DRAINAGE. ANY IMPACTED PRIVATE ENTRANCE CONCRETE APRONS SHALL BE
REPLACED IN THEIR ENTIRETY.
15. THE CONTRACTOR SHALL PROTECT EXISTING PAVED SURFACES. ANY DAMAGED PAVEMENT SHALL BE REPAIRED TO MATCH EXISTING. TRACKED EQUIPMENT
WILL NOT BE ALLOWED ON PAVED SURFACES. ANY PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN KIND BY A PAVEMENT
MARKING CONTRACTOR FROM THE NCDOT PRE -QUALIFICATION LIST.
16. ALL PROPERTY PINS, AND RIGHT OF WAY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A LAND SURVEYOR LICENSED BY THE
STATE OF NORTH CAROLINA.
17. ALL CONSTRUCTION ACTIVITIES ASSOCIATED WITH WORKING IN OR CROSSING A LIVE STREAM SHALL BE UNDER THE JURISDICTIONAL AUTHORITY OF THE U.S.
ARMY CORPS OF ENGINEERS. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS IN THE APPLICABLE CORPS NATIONWIDE PERMITS, AS WELL AS ALL
APPLICABLE STATE AND LOCAL REGULATIONS.
18. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE
TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING
PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE
MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN SPEC. SECTION 02200 AT NO ADDITIONAL COST TO THE OWNER.
19. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY
BENCHING, SUMP PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION, USE FILTERS ON DEWATERING DEVICES
TO PREVENT REMOVAL OF FINES FROM SOIL, PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM
CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE.
20. CONSTRUCT EXCAVATION SUPPORT SYSTEMS AS REQUIRED BY OSHA AND U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENT MANUAL EM
385-1-1, SECTION 25 AS A THROUGH E TO ADEQUATELY SUPPORT EXISTING SOIL AND ADJACENT STRUCTURES DURING EXCAVATION ACTIVITIES.
21. MAINTAIN TRAFFIC TO ALL PROPERTIES AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. WHENEVER CONSTRUCTION IS IN OR ADJACENT TO NCDOT
STREETS THE CONTRACT SHALL PROVIDE SIGNS DRUMS AND TRAFFIC CONTROL DEVICES AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ALL SIGNS
AND TRAFFIC CONTROL SHALL CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AS
PUBLISHED BY THE U.S. DEPT. OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND THE WORK AREA PROTECTION MANUAL. CONTRACTOR
SHALL TEMPORARILY RELOCATE TRAFFIC RELATED SIGNAGE DURING CONSTRUCTION.
22. THIS PROPOSED WATERLINE ALIGNMENT IS A WATER SUPPLY LINE AND SHOULD NOT USED FOR WATER DISTRIBUTION TO RESIDENCES AND/OR BUSINESSES.
THE CONTRACTOR SHALL NOT CONNECT SERVICE LATERALS TO THE PROPOSED WATERLINE.
®Q©©m
PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
MWS
ISSUE DATE
1011120
SHEET NO.
C T- 20 SHEETS

N/F
PROPOSED SILT DARE G\lNT)"
EX. OVERHEAD POWER FENCE (185 LF) PROPOSED AREA FOR P.O. BOX �OOO
PRINCIPAL AQUIFER
WELL #24 TEST WELL. MANTEO NG 27g54
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MAINTAIN 12" OF SEPARATION
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WATER MAIN _ 14 AND EXISTING WATERLINE
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LAT: N035° 14'21.31'
LONG: H075'56'42.20" PROPOSED DISTURBANCE
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PROPOSED AREA FOR DEEP PROPOSED 6" SDR 21 PVC 22.5' BEND
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WATER MAIN ---------
I
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NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY,
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
/ PROPOSED 6" SDR - - - - ��-___- , _
21 PVC RAW
~
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WATER MAINLd
/ FIRM ZONE n\
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6" 11.25' BEND
B
PROPOSED 6"
/(1)
W THRUST BLOCKING
8
SDR 21 PVC RO
RAW WATERLINE
6
INSTALL:
6
(1) 6" 22.5' BEND
W/ THRUST BLOCKING
-ate GRAVEL DRIVE GRAVEL DRIVE
4
GRAVEL DRIVE
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4
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INSTALL: INSTALL:
2
2 - 45' BENDS FOR
1 - 6"x6" TEE FOR
CONNECTION TO
CONNECTION TO
PROPOSED WELL
PROPOSED WELL
-4
HOUSE
HOUSE
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10+00 10+50 11+00 11+50 12+00 12+50
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
13+00 0+50 14+00 14+50
S
15+00 6+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
Know what's below.
Call before you dig.
PROFILE OF RO Line
SCALE: 1"= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
�F 20 SHEETS

N/F
DARE GOUNT>'
P.O. BOX 1000
MANTEO NG 27g54
FIRM ZONE
AE (ELh)
MAINTAIN 12" OF SEPARATION MAINTAIN 12" OF SEPARATION
BETWEEN PROPOSED RO LINE BETWEEN PROPOSED RO LINE
AND EXISTING WATERLINE AND EXISTING WATERLINE
EX. WELL #b (TYP•) (TYP.)
PROPOSED
PUMP 22.5' BEND
HOU51N&
PROPOSED EX. GONG. / EX. 6"RAIN PROPOSED EX. {HELL #7 } m
11.25' BEND \ �, WATER MAIN PUMP EX. CONTROL o a o co " o a z
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FOR CAMA
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PROPOSED 6" SDR- - - - - --
— 21 PVC RAW 1 _ \ —-� --= _ — --»x »—, _ j �— - _ _ __ - - - - - - - - - - -
r
WATER MAIN -- - _-.`--_--- _ ---_ --- _-" /P*ft -- �-'- o
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NOT5URVEYED I rEsrweLL 7 \ PROPOSED 6" SDR /
/ LAT. N035'14'29.43" 21 PVC RAW
/ LON6: W075' 36' 20.42"
WATER MAIN Cf� a
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SHADED X (02Ri)
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INSTALL:
8 - (1) 6" 11.25' BEND
�W/ THRUST BLOCKING
GRAVEL DRIVE
&RAVEL DRIVE
2 I
I E-0
/4
/2
/O
INSTALL: INSTALL: INSTALL: INSTALL:
(1) 6" 11. 1 BEND (1) 6" 22.5' BEND (1) 6" 11.25' BEND (1) 6" 11.25' BEND 8
�W/ THRUST BLOCKING IW/ THRUST BLOCKING IW/ THRUST BLOCKING PROPOSED 6" IW/ THRUST BLOCKING
SDR 21 PVC RO
RAW WATERLINE
/ GRAVEL DRIVE 6
GRAVEL DRIVE &RAVEL DRIVE `�66=e �cc�--J \\ ----�_ ORAVELDRIVE3-- ------ — ----
- - - - - - - - - - - - - - - - -
- - - - - - - - - -
Z
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 2.5" 25+50 26+00 26+50 27+00 27+50 28-M 28+50 29+00 29+50 30+00 30+50 31+00
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
PROFILE OF RO Line
SCALE: 1 "= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F- -
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
31+50 32+00 32+50 33+00
Know what's below.
Call before you dig.
2
O
2
33+50 34+00 34+50 35+00 35+50 36+00
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
/4 =
/2 -
/O =
INSTALL:
8 - (1) 6" 11.25' BEND
�W/ THRUST BLOCKING
GRAVEL DRIVE
&RAVEL DRIVE
2 I
I E-0
/4
/2
/O
INSTALL: INSTALL: INSTALL: INSTALL:
(1) 6" 11. 1 BEND (1) 6" 22.5' BEND (1) 6" 11.25' BEND (1) 6" 11.25' BEND 8
�W/ THRUST BLOCKING IW/ THRUST BLOCKING IW/ THRUST BLOCKING PROPOSED 6" IW/ THRUST BLOCKING
SDR 21 PVC RO
RAW WATERLINE
/ GRAVEL DRIVE 6
GRAVEL DRIVE &RAVEL DRIVE `�66=e �cc�--J \\ ----�_ ORAVELDRIVE3-- ------ — ----
- - - - - - - - - - - - - - - - -
- - - - - - - - - -
Z
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 2.5" 25+50 26+00 26+50 27+00 27+50 28-M 28+50 29+00 29+50 30+00 30+50 31+00
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
PROFILE OF RO Line
SCALE: 1 "= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F- -
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
31+50 32+00 32+50 33+00
Know what's below.
Call before you dig.
2
O
2
33+50 34+00 34+50 35+00 35+50 36+00
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 2.5" 25+50 26+00 26+50 27+00 27+50 28-M 28+50 29+00 29+50 30+00 30+50 31+00
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
PROFILE OF RO Line
SCALE: 1 "= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F- -
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
31+50 32+00 32+50 33+00
Know what's below.
Call before you dig.
2
O
2
33+50 34+00 34+50 35+00 35+50 36+00
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
1�F 20 SHEETS

N/F
DARE COUNTY
P.O. BOX 1000
MANTEO NG 27g54
FIRM ZONE
AE ah)
FIRM ZONE
AE (EL. 6)
PROPOSED 8" SDR
21 PVC RAW
IWATER MAIN I EX. CONTR
PANEL
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HOU5/NG , �)� /L P EX. HELL ll1 / n
EX. OVERHEAD POKIER GRA►/ pR/ Q P PUMP - - ' � Q ww � J �
- _ VE �► -� \ — GONG_. /` HOUSING EX. OVERHEAD POKIER z �' o z z a w
= �P= - - - - - - - - - - - - - - - PROPOSED - - - - - - 'ii - P nzozwz
�P 4- _ _ EX GONG. 11.25' BEND iP� - - - - - - - - - - _ _ P�-� - EX. CONTROL Q/ - s j-� ow w-� o�_w��o�z�
- - - - - - - _ —P— - - EX.IHELL #/0 _ _ - - - - - - - - - - - - - 8- �x PANEL _ _ - �/ V a_ =rjoo zJ=wzwno 0
6 GIp4 ' PROPOSED / , ,=, -�� / o a w n a o z
PAAL-L- - - - - - $ — — 5- — ,4' `� _ i 22.5' BEND Q -; , / o = m } z w w o Q w
- EJE GONTRlIL ` L PUMP i P -7' _ _ / 4 AID O n o o z
��--y-------- 6- _ HOUSlN6 EX. GONG. P� .�'�' �---------- --�` / / =cn ���- zm o wn
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J
- -- EX.TRAN5/TION - -; - _-
FROM e' TO 6" _ `�
/ RAW WATER MAIN
EX. 8" RAW
PROPOSED 6' SDR WATER MAIN
/ z
21 PVC RAW
WATER MAIN
c�
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0 UN
w
U.S. GOVERNMENT , / w o
53252 BILLY MI TGHELL RD \ /
FRISGO, NG 27g36 \ / o Ld 0 0
U 0= O
\ Z J 2
FIRM ZOIE X w \ I oo o
FIRM ZONE \ / o w o w
1 SHADED X (02%) \ U) j D j
N w fN w
D N
— / N N N N
1 ,— ���(14 o
N M �
/4
/2
/O
INSTALL:
(1) 6" 11.25- BEND PROPOSED 6"
8 W/ THRUST BLOCKING SDR 21 PVC RO
RAW WATERLINE
��
s&RAVELDRIVE�„_,�--- --- �GRAVEL DRIVE
= ---
— — — — — — — — — — — — — — — — — — —
4 —
2
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2
-4
-6
-8
-/O
rr
Lr
i
z
M
- /4
= 12
- IO
INSTALL:
(1) 6" 22.5- BEND
/ \ �W/ THRUST BLOCKING
GRAVEL DRIVE '-----�--------------- 6
1i-
4
— 2
O
-2
-4
-6
-8
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4i
4i
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tr
36+00 36+50 37+00 37+50 38+00 38+50 39-" 39+50 40+00 40+50 41+00 41+50 42+00 42+50
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
43+00 43+50 44+00 44+30 45+00
PROFILE OF RO Line
SCALE: 1"= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00
F - -1
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
Know what's below.
Call before you dig.
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
�F 20 SHEETS

N/F-
5 ARE COUNTY
P.O. BOX 1000
MANTEO NG 27954
TEST WELL #6
LAT. N035° 14' 41.3G"
LONG: W075° 35' S2.g8"
PROPOSED SILT
FENCE (145 LF)
APPROX.
INETLAND5
\ MOT FIELD
50RVE1'ED)
EX. CONTROL
EX. WELL #13 EX. GONG. PANEL
PROPOSED SILT
PUMP
"
FENCE (210 LF)
HOU5/NO
hE7LAND5
6 —�
V.
EX. OVERHEAD POWER
EX. MONITORING WELL
k ET k25 %
-
EX. 8" RAW
WATER MAIN
EX. WELL #12
.,
J
, '9/ -
PROPOSED
11.25' BEND
RO RAW WATER MAIN
PUMPS [-EX GONG.
HOU5INO \ !
x - -
INSTALL:
- - (1) 6%8" REDUCER
EX. CONTROL
O PANEL Q
FIRM ZOAE L#JE
EX. GONG. / J i ! yl _� - NOT SURVEYED
N/F
U.S. 60V'ERNMENT
—_ _— — 53252 BILLY MI TGHELL RO
FRI560, NG 27q36
/4
/2
/O
PROPOSED 6"
8
SDR 21 PVC RO
RAW WATERLINE
INSTALL:
(1) 6" 11.25- BEND
W/ THRUST BLOCKING
6
-- ORAVELDRIVE
----- —
2
O
-2
-4
-6
-8
-/O
FIRM ZONE
SHADED X (O-n)
ROPOSED AREA
OR PRINCIPAL
QUIFER #25 TEST
'ELL. (POTENTIAL
JTURE R07 WELL)
PPROX. 144 SF APPROX. 4,112 SF PROPOSED
'ELL HOUSE. DISTURBANCE ASSOCIATED
WITH PROPOSED WELLS (0.09
ACRE)
PROPOSED 8" SDR
21 PVC RAW
K/-
FIRM ZONE
AE (EL. 6)
EX. OVERHEAD POWER 111.25' BEND I EX.
EX. HELL #15
�Yt
Rump
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PRELIMINARY
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\
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HATER MAIN
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11.25' BEND
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PROPOSED
22.5' BEND
/
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FIRM ZONE X
F
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FIRM ZONE X
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PROPOSED 8"
\ SDR 21 PVC RO
\ — RAW WATERLINE
INSTALL: INSTALL:
(1) 8" 11.25' BEND �� (1) 8" 11.25' BEND
�W/ THRUST BLOCKING / �W/ THRUST BLOCKING
INSTALL:
- 8"x6" TEE FOR
CONNECTION TO
PROPOSED WELL
\ i GRAVEL DRIVE
/4
/2
/O
INSTALL: INSTALL: \
(1) 8" 11.25- BEND (1) 8" 22.5' BEND 6
�W/ THRUST BLOCKING �W/ THRUST BLOCKING
4
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51+00 51+50 52+00 52+50 53+00 53+50 54+00
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
54+50 55+00 55+50 56+00 56+50 57+00 57+50
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50
PROFILE OF RO Line
SCALE: 1 "= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F - -1
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
Know what's below.
Call before you dig.
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
�F 20 SHEETS

FIRM ZONE
AE a. 0
EX.
N/F
LPARE COUNTY
P.O. BOX 1000
MANTEO N6 27g54
EX. WELL #15
PUMP
` HOUSING
` \ MAINTAIN 12" OF SEPARATION PROPOSED
BETWEEN PROPOSED RO LINE 11.25' BEND
$ AND EXISTING WATERLINE EX. OVERHEAD POWER
�-W` Z \ (TYP.) PROPOSED EX. GONG.
11.25' BEND EX. EX.
WELL #/7 CONTROL
- MAINTAIN 12" OF SEPARATION I PUMP � PANEL
BETWEEN PROPOSED RO LINE HOUSING
AND EXISTING WATERLINE PROPOSED ' ' s� o F - - - - _ _ PROPOSED 8" SDR
� � EX. WELL #l6 — r —
\ I (TYP.) / 111.205' BEND p 21 PVC RAW
HOUSING Q7� P \ WATER MAIN
PUW
PROPOSED SILT � � � �
` FENCE (248 LF) _
\ �! WETLANDS INFTLANDS
�` \ \ —�i ✓ ✓ _ CONTROL •5-
_ PANELL
\ _ _ W EX. OVERHEAD POWER
FIRM ZONE X IN,
MONITORING
_ -WELL
TEST HELL #q PROPOSED EX. 8" RAW MONITORING WELL
LAT: N035° 14' 44.[l" 11.25' BEND WATER MAIN
LON&: H075° 35' 39.77"
PROPOSED
22.5' BEND��-
EX. 8" RAW \� �GRA ✓
WATER MAIN
FIRM ZONE LINE
NOT .SURVEYED
/4
/2
/O
8
W
�—
— — — — — — GRAVELDRIVE
- - - - - - - - - _
4
z
Zo
—
�a�
2
Na
—
�N
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=
2
w
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_
�3
-6
-8
-/O
INSTALL:
(1) 8" 11.25' BEND
�W/ THRUST BLOCKING
(1) 8" 11.25' BEND (1) 8" 22.5' BEND (1) 8" 11.25' BEND ✓ ^ \ —
/ THRUST BLOCKING [VW/ THRUST BLOCKING W/ THRUST BLOCKING \
— G \ GRAVEL DRIVE —
\ - - - - - - - - --
I
i
INSTALL:
(1) 8" 11.25' BEND
W/ THRUST BLOCKING
MAINTAIN 12" OF SEPARATIOP
BETWEEN PROPOSED RO LINE
AND EXISTING WATERLINE
(TYP.)
N/F
_ U.S. 60VERNMENT
53252 BILL 7' MI TGHELL RP
FRI5G0, NC 27g36
\ \ FIRM ZONE X NIF
\ BOCK, 6HR15TOPHER J.
\ \ 50336 &REAT RIDE RP
\ FRI360, NG 27g36
INSTALL:
PROPOSED 8" (1) 8" 45' BEND
SDR 21 PVC RO �W/ THRUST BLOCKING
RAW WATERLINE
0
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50320 &REAT RIDE RD. � w :;zo
FRI560, N6 27g3C2 a N o 0
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66+50 67+00 67+30 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
74+00 74+50 75+00 75+50
PROFILE OF RO Line
SCALE: 1"= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00
F- - -1
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
Know what's below.
Call before you dig.
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
123
-0 SHEETS

FIRM ZOW
AE (EL. 6)
TE5T HELL #0
(ABANDONED NOT FIELD 5URVE)E5
LOCATION PROVIDED BY 0NA, INC.) —
LAT N035° 14' 50.10" EX.
LONG: w075° 35' 23.06" CONTROL
N/F
DARE COUNTY
P.O. BOX 1000
MANTEO NC 27g54
EX. OVERHEAD POWER
EX. CONTROL
PANEL
EX.
GONG.
i �
EX. AELUL �
USE CAUTION
WHEN WORKING
EX. CONTROL UNDER OVERHEAD
rPANEL - POWER LINES
EX GONG.
EX. WELL #2M J
PUMP \ Q
HOUSING
95+00 p\
—00
-
EX. OVERHEAD POPER / FIRMAZ L x \ �� NOUS/1dG ' — P — — P l — P — — __
EX hELL #l9 - - Q - _ _ _ PROPOSED 8" SDR + - - - - - - - -
/ i°lR+1P_ 21 PVC RAW .� - - - — T - - - - --
WATER MAIN EX. ' T - - - - - - - - - - - - - - - -
/
CONTROL TWB / n _ - - - - -
PANEL _ . ✓ - - - - -
P _ - B• - _ J// ; _ EX. 6" RAW
1—P ��_ _ /o. - - - -9- - _ _ _ - - - ^, a - - - WATER MAIN
P 1— _Ip EX. 4" PIPE EX. UNDERGROUND
TELEPHONE LINE
-/4- EX. 6" RAN
.6- NA TER MAIN
—b— — _ _ - _ - -� - MAINTAIN 12" OF SEPARATION
- - - " BETWEEN PROPOSED RO LINE_ _ =_
AND EXISTING WATERLINE FIRM ZONE X
N/F EX. UNDERGROUND (TYP.)
BA5NETT, 6EOR6E TELEPHONE LINE-
50334 6REA T RIDGE RD.
FRIS�rJ Nr, �)7q[:36 \
N/F
BASNETT, SANDRA GRAY
50320 6REA T RIDOE RD.
FRI360, NC 27g36
N/F MIF
NORTH CAROLINA 5TATE NORTH CAROLINA STATE \ /
C/O 5TATE PROPERTY OFFICE G/O STATE PROPERTY OFFICE PROPOSED \
1521 MAIL SERVICE CENTER 1521 MAIL SERVICE CENTER
RALE16H, NG 276gg RALE16H, NG 276gg / FIRM ZONE LINE \ —
NOT 5URVEYED
FIRM ZONE X \ /
/4
/2
INSTALL:
GRAVEL
W THRUST BLOC ING
6
/
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\ — — — —
GRAVEL DRIVE
—���-----_----
— — — —
z�
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PROPOSED 8"1 /2
SDR 21 PVC RO
RAW WATERLINE
8
-----'----J `—__-- ccc�� GRAVEL DRIVE
d= — _ — — _ — — — — — — — — — — — — — — —
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NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50
PROFILE OF RO Line
SCALE: 1"= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F- -
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
Know what's below.
Call before you dig.
2
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-2
96+00 96+50 97+00 97+50
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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DESIGNED BY
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CHECKED BY
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ISSUE DATE
11
1011120
SHEET I1
h 20 SHEETS

N/F
NORTH CAROLINA STATE
610 STATE PROPERTY OFFICE
1321 MAIL 5ERVICE CENTER
RALE16H, NC 276gg
/4
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/0 RAW WATERLINE
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NORTH CAROLINA STATE
610 STATE PROPERTY OFFICE
1321 MAIL SERVICE CENTER
RALE10H, NC 276gg
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I IRON., DARE COUNTY
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I MANTEO NC 27g54
1
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NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
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2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
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EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
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AS SHOWN.
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REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
OF THE SEWER MAIN AND SEWER LATERALS SHALL BE REPLACED IN
LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
PROFILE OF RO Line
SCALE: 1 "= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F - -1
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAIN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
108+50 109+00 109+50 n0+00 U0+50
Know what's below.
Call before you dig.
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
4
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DESIGNED BY
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DRAWN BY
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CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
15
�F 20 SHEETS

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N/F
NORTH CAROLINA STATE
6/0 STATE PROPERTY OFFICE
1321 MAIL 5ERVIGE CENTER
RALE16H, NC 276gg
EX.
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1321 MAIL 5ERVIGE CENTER
RALE16H, NC 276gg
1
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NORTH CAROLINA STATE
6/0 STATE PROPERTY OFFICE
1321 MAIL 5ERVI6E CENTER
RALE16H, NC 276gg
PROPOSED 10"
SDR 21 PVC RO
RAW WATER MAIN
—W—
INSTALL :
(1) 10" 45- BEND
W/ THRUST BLOCKING
PROPOSED
CONSTRUCTION
ENTRANCE
FIRM ZONE
AE (EL. 6)
N/F
DARE 6OUN7Y
P.O. BOX 1000
MANTEO NC 27g54
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1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
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2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
U4+00 U4+50 115+00 115+50 U6+00 U6+50 n7+00 U7+50 n8+00
5. ALL EXISTING SURFACE IMPROVEMENTS DAMAGED DURING INSTALLATION
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LIKE KIND.
6. CONTRACTOR SHALL TEST PIT ALL PROPOSED CROSSINGS 100' IN
ADVANCE OF WORK TO CONFIRM DEPTH AND MATERIAL.
7. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE
LENGTHS SHOWN ON THE DRAWINGS. DEFLECT PIPE JOINTS AS
REQUIRED TO MAINTAIN WATERLINE ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AS REQUIRED FOR
COMPLETE AND OPERABLE PIPE INSTALLATIONS.
Mi+50 119+00 119+50 120+00 120+50 121+00
PROFILE OF RO Line
SCALE: 1"= 50'
VERTICAL SCALE: 1 "= 5'
VERTICAL SCALE IS EXAGGERATED 10 TIMES
F - -1
EXISTING ASPHALT PAVEMENT O PROPOSED POST HYDRANT
L _ J
EXISTING CONTOUR —W— PROPOSED RAW WATERMAN
I• A PROPOSED BENDS & TEES
PROPOSED ASPHALT PAVEMENT N PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED CONCRETE PAD/WELLHOUSE PROPOSED LIMITS OF DISTURBANCE
—X— PROPOSED SILT FENCE
PROPOSED CULVERT INLET PROTECTION
121+50 122+00 122+50 123+00 123+50 124+00 U4+50
Know what's below.
Call before you dig.
14
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
N
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GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
1 inch = 50 ft.
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PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
M WS
ISSUE DATE
1011120
SHEET I1
16
�F 20 SHEETS

PROPOSED 10"
SDR 21 PVC RO
N/F
NORTH CAROLINA STATE
C/O STATE PROPERTY OFFICE
1321 MAIL SERVICE CENTER
RALE16H, NC 27699
PROPOSED
CONSTRUCTION
ENTRANCE
FIRM ZONE
AE (EL. 6)
- _ 1 +0
WATER A550CIA N ROAD
26q) - -
JIL - -
EX. /0"RAN
WATER MAIN
N/F
DARE COUNTY
P.O. BOX 1000
MANTEO NC 27954
N/F
DARE COUNTY
P.O. BOX 1000
MANTEO NC 27954
/4
/2
/O
6
6
4
2
O
-2
-4
-6
-6
-/O
NOTES:
1. LIMITS OF DISTURBANCE IN PAVEMENT IS DEFINED BY THE LIMITS OF
PAVEMENT MILLING AND OVERLAY.
2. LIMITS OF DISTURBANCE IN THE SHOULDER OR GRAVEL DRIVE IS
DEFINED BY THE LIMITS OF THE TRENCH (OUTSIDE DIAMETER OF THE
PIPE PLUS 24 INCHES). GRAVEL DRIVE SHALL BE RESTORED TO
EXISTING CONDITIONS AFTER UNDERGROUND INSTALLATION.
3. LIMITS OF DISTURBANCE AROUND PROPOSED WELL SITES IS DEFINED
AS SHOWN.
4. MILL ASPHALT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW OVERLAY AND EXISTING PAVEMENT. EDGE MILLING IS
REQUIRED FOR ALL STREETS WITH CURB AND GUTTER. FOR EDGE
MILLING, MILL OUTSIDE CURB LANES FROM 0.0" TAPERING TO 2"
MINIMUM DEPTH AT GUTTER.
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NOTE:
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AND DIMENSIONS OF THE EXISTING UTILITIES
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NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50' 0 25' 50' 100'
( IN FEET )
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PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
MWS
ISSUE DATE
1011120
SHEET N0.
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PROJECT NO.
P19115
DESIGNED BY
CMS
DRAWN BY
JMH CMS
CHECKED BY
MWS
ISSUE DATE
1011120
SHEET NO.
of 20 SHEETS

CAMA Narrative
Cape Hatteras RO Wellfield Expansion Project
Frisco, Dare County (Hatteras Island)
October 27, 2020, Updated November 11, 2020
General
The Dare County Water Department proposes to construct three new water supply wells and
associated 12,074 If, of raw water transmission line as an addition to the Dare County Water
System on Hatteras Island, Dare County, NC. Based on consultation with NC Division of
Coastal Management (NCDCM), it is understood that the subject property is within the Public
Water Supply Wellfield CAMA AEC per 15A NCAC 07H .0406. As described in the CAMA
regulations, the aquifer system below this AEC serves as the sole source of drinking water for
the communities of Avon, Buxton, Frisco, and Hatteras as well as the NPS National Seashore
Recreation Area. This is an existing public water supply wellfield that serves these areas of
Hatteras Island. Raw groundwater from the wellfield is pumped to the Cape Hatteras Reverse
Osmosis and Anion Exchange Water Plant for treatment prior to serving potable water to the
public. The existing wellfield consists of a series of wells, screened in the Surficial Aquifer (up
to100'), Principal Aquifer (145-200') and Yorktown Aquifer System (230-300').
All existing wells and water supply infrastructure located within this AEC has been permitted
through CAMA. Prior permits include:
■ CAMA Minor 89-125, Issued 1/8/1990
■ CAMA Major 152-91, Issued 12/18/1991; amended 1 /14/1992
■ CAMA Major 30-95. Issued 3/17/1995
There is an earthen road that runs the entire length of the wellfield. The wells are alongside of
the road and the existing water main is under the road. There are no wells or water lines in
wetland areas. As part of the environmental planning phase, Quible performed a Section 404
wetland delineation for prospective well locations along the wellfield/ earthen road. The purpose
of this was to site all wells in upland areas that do not require wetland impact permits from
USACE and NCDWR (a copy of the PJD is included). All existing wetland areas will be
protected and maintained in their natural state.
Other permits/approvals applied for include:
■ NCDOT Right -Of -Way Agreement — Submitted October 5 (anticipate response around
Nov. 5);
■ SESC — Permit Issued November 2, 2020 (DARE-2021-008)
■ Stormwater (Linear Development) — Submitted October 1 (anticipate response around
November, 1);
■ PWS — Submittal first week in November
■ DWR — Preliminary Site Approval received 10/12; Application for permanent wells
anticipated to be submitted next week first week in November

Proposed Project
The proposed 12,074 If raw water transmission line will extend from the three proposed future
water supply wells (RO5, RO6, RO7) to an existing raw water transmission main located
adjacent to the Hatteras RO Water Treatment Plant located at 50225 Water Association Rd.,
Frisco, NC 27936. The proposed raw water transmission line will convey raw water from the
future well sites to the system's water treatment plant once it is permitted, constructed, and
brought online. There is an existing transmission line and the new line will follow the general
alignment of the existing one with a 12" mandatory separation between the new and existing
waterlines.
Of the three proposed wells, two will draw water from the Principal Aquifer (RO6 and RO7), and
one will draw water from the Yorktown Aquifer (RO5). Each of the proposed well sites are
shown on the accompanying CAMA Permit Exhibits (aerial overlays) and full sized engineered
plans (See Sheets 9 and 12 for the well locations). On the engineered plan set, Sheet 1 is the
cover sheet, Sheets 9-17 are the proposed work plan and profile sheets and Sheet 18 is the
detail sheet with well details.
The overall project has a proposed built upon area (BUA) of 432 sq.ft. and is associated with
three well houses, each on concrete pads, approximately 8' x 18' each. There will be no
additional BUA associated with the raw water transmission line. The project will have an overall
land disturbance area of approx. 2.0 acres.
Stormwater and Erosion and Sedimentation Control
The proposed well and raw water transmission line will require a NCDEQ General Stormwater
Permit to Construct A Linear Utility Line and a NCDEQ. Proposed improvements will be low
density in nature and built upon areas will be limited to the production well infrastructure.
Stormwater draining from new built upon areas will sheet flow via land grading into adjacent
open areas where it will infiltrate into the in -situ sandy soils.
No work shall begin until all permit approvals have been granted. At least one week before
construction activities begin, a pre -construction meeting shall be held between the Contractor,
Owner, and Engineer. Limits of clearing, grading, and/or other land disturbing activities shall be
staked prior to the commencement of construction activities.
Open transmission line trench excavations lengths shall be closely related to the rate of pipe
laying and shall be backfilled as pipe installation progresses. Transmission line trenches shall
not remain open overnight. Any open transmission line trenches shall be backfilled at the end of
each working day. No more than 500 If of trench shall be open at any time.
The construction plans and specifications require that all erosion and sedimentation control
practices be inspected weekly and after heavy rainfall producing events with needed repairs
being made immediately. Furthermore, the plans require that if any erosion develops during the
construction of the project, additional erosion controls shall be installed to address the problem
area.
4

DCM MP-1
APPLICATION for
Major Development Permit -
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Dare County
Project Name (if applicable)
Cape Hatteras Wellfield Expansion
Applicant 1: First Name
Patrick
MI
Last Name
Irwin (Public Utilities Director)
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
1000
City
Manteo
State
NV
ZIP
27954
Country
USA
Phone No.
252 - 457 - 5800 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
pat.irwin @ dare.nc.com
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 491 - 8147
ext.
ext.
FAX No.
Contractor #
252 491 8146
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST .- www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Dare
50225 Water Association Rd. and Great Ridge Rd.
1269
Subdivision Name
City
State
Zip
None
Frisco
NC
27936 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 475 - 5603 ext.
1 lot and public r-o-w, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Equidistant to Pamlico Sound and Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Equidistant to Pamlico Sound and Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Dare County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
0
7,230,960 sf (166 ac)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6 ❑NHW or ®NWL
e.
Vegetation on tract
This is a low sand ridge within a maritime forest area. Vegetation includes, live oak, red oak, loblolly pine, wax myrtle, red
bay, yaupon, holly
f.
Man-made features and uses now on tract
earthen road, public water supply system, including water production wells, test wells, raw water main, overhead power
g.
Identify and describe the existing land uses adiacent to the proposed project site.
undeveloped uplands and wetlands, and residential
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
SED-1 (Special Environmental District)
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes [:]No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
Dare County Water Distribution System
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose is to expand the water distibution system's water supply due to demand. Raw water from the three new well
sites will be treated and incorporated into the public water supply.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Backhoe, rotary drill rig, compaction equipment, hand tools
The first construction activity to occur on site is to be the installation of silt fence, construction entrance, and other erosion
control facilities as shown on the construction plans. Once erosion control facilities are installed, the contractor shall
commence construction on the wells and raw water transmission line.
Open transmission line trench excavations lengths shall be closely related to the rate of pipe laying and shall be backfilled as
pipe installation progresses. Transmission line trenches shall not remain open overnight. Any open transmission line
trenches shall be backfilled at the end of each working day. No more than 500 If of trench shall be open at any time. Wells
wills be drilled with with a rotary rig.
d. List all development activities you propose.
The project proposes to construct three (3) new raw water supply wells and 12,074 If of 6"-10" raw water transmission line in
the Hatteras, Dare County.
e. Are the proposed activities maintenance of an existing project, new work, or both? new (water supply system expansion)
f. What is the approximate total disturbed land area resulting from the proposed project? 2.0 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name N/A Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major 152-91, 12/18/91; amended 1/14/92 CAMA Minor 89-125, 1/8/90
CAMA Major 30-95, 3/17/95
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date �1,1��� 2C7 Print Name �C�a^ 42,�b:,o ` N,_)eA tP-C-)
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
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Farm DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
3 wells with a 8' x 18' sf concrete pad and wellhouse for
each, 12,074 If of raw water main to be installed paralell to
the existing main
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: submitted 10/1 /2020
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
NA- no shoreline AEC present
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
<.01 %
j. Describe proposed method of sewage disposal.
None
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
no discharge to Waters of the State
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2 acres (SESCP land disturbance permit applied for)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete pad for 3 well houses 432 sf total
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: linear development
stormwater permit submitted on 10/1/2020
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
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Vorm DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public Water Supply Wells
o. When was the lot(s) platted and recorded?
1967
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Date
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Project Name
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Applicant Name ��=, oJx Kcxtol^ 0 r
A:5a,�V For D-,m Co -
Applicant Signature a"� f1 Ssa �'
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06