SW8950215_Approved Plans_19980629

5TATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, $ ^rA a v RGE.5S REVIEW OFFICER OF NEW HANOVER COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH TH15 CERTIFICATION 15 AFFIXED MEET5 ALL
REQUIREMENT5 FOR RECORDING.
• I • oil,
DATE REVIEW FICER
NE'" ` � :� NAY NORTH i CAROLINA
TH15 FLAT 15 OF A SURVEY THAT CREATES A 5UBDIVI510N OF
LAND WTHING THE AREA OF A COUNTY ` T'1"!AT HA5 AN ORDINANCE
THAT nGULATF5 PARCEL5 OF LAND.
' 08 JUL 31 PCB 2 50
CERTIFICATE OF APPROVA !--,, n p n r�. #1;
NEW HANOVER COUNTY PLANNING DEPARTM,�NT v
J. tic
DATE PI ANNI G DIR CTOR`
MOWN A. ;AT "E HIDCi TI VALLEY ROAD
S70'01'29
__. (PUBLIC)
r
•
CERTIFICATE OF OWNER5HIP, DECICATION AND JUR15DICTION: U
I (WE) HEREBY CERTIFY THAT I (WE) ARE THE OWNERS OF THE PROPERTY SHOWN AND J 0
DE5CRI5ED HEREON AND THAT I (WE) HEREBY /,,.DOPT TH15 PLAN OF 5U5DIVI51ON WITH MY 0 SS,
(OUR) FREE CON5ENT E5TABL15H THE MINIMUM BUILDING LINES AND DEDICATION OF ALL
5TREET5, ALLEYS WALKS, PARK5, CON5ERVATION 5PACE AND OTHER AREA5 TO PUBLIC ci
OR PRIVATE U5E A5 NOTED. ALL ROAD5 AND DRAINAGE EA5EMENT5 ARE DEDICATED FOR � HIpDE
PUBLIC UTILITY PURP05E5, FURTHER, I (WE) CERTIFY THE LAND A5 5HOWN HEREON 15 N VA
LOCATED WITHIN THE 5UBDIV1510N JURl5DICTI`DN OF NEW HANOVER COUNTY.IL
DATE OWNER(5)
L
LOCATION MAF
NOT TO SCALE
t
/ �' � - HIDDEN VALLEY ROAD
/ (PUBLIC)
x j HIDDEN VALLEY (�
/ / = SECTION 3 w 1
/ / oo Z
/ A i / N M.B. 26, PG. 51 J
CURVE 1 4� 4� / 4� �� �� j oo 1 76 8� 812
�-- `-- / �,.. / in 5$ 6� 62 64 �� ��72 t74.
0 = 1903511 / HIDDEN VALLEY �-- L-- �- `�
/ / c,a
R = 63 7.28' j SECTION 2-A / Q
L = 217.85' / M.B. 22, PG. 99 ` v
50'
-- / 30' DRA NA GE EA SEMEN
-------- I 371 °34'00t I BEACON ODDS
30DRAINAGE EASEMENT 274.36 I I I
S � SECTION 3
I I i I M.Q. 36, P 281
'INAGE ASEMENT z I I
I5 DRA N EACON W ODS W I , I 60 66 I
N 1•.►�.lE _ - > � � 53 54 55 6 57 58 59 61 62 63 � 64 65 I 67 95 96
_ � _ 4� O O O O � O
_ o COMMON AREA N v, SECTION 2 A � 50BEACON7
cA 18 35 w o 46 w ti 4 7 WO DS�. 6 �0.83 AC.� .B. 35, P 388� s I
ACON WO DS ;3� 0.25 AC. _ g z S CTtON 2- `
"1 Tt N 1 50.99, 312°43'22°W o v B. 37, PG 9
1'-- � . 79 N07 07 24 E 50.25 Q
J
M. , 35, PG t70 73
�74°4537"W 185.14' W �
o 5.� 630.12' CONTROL POINT m a R WOODS EDGE DRIVE 1433.50'
- CONTROL POINT N 7134 00 W LO `� S7051 13 E.
(PUBLIC) � N70051 'i 3°w
�RVE t 571 °34'00°E 195.14' (PUBLIC) - --
tG 0 60.00, I
5./
�p U p 610E
G �P °37'0� E 74 0
oo' C1i.54.15'
<Iq� 3' 580 8g. 20' DRAINAGE AND cn z N a I
l I
- r I I 75 77 78
Q 3 • UTILITY EA5EM5NT
GE Z? Z 45i
EO o o taae.� vnc� o N ti N 41 w 4 2 4 3 4 4 oo
p05!' w w COMMON ARE - L' �.- �- _
o E _ 4S ,.
YI N _ c� _ 3 9 _ o. 24 AC. s
6,r
5 38 _ t r -
53 _ _
1
0
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ga
71.16' 64.17 36.05' 59,10, 80.01,
7( -CO 6' 141 1N70°55'45 W ! 00. 92 139.1 I '
BEACON W ODS,, N76
\E31 C TIO
t"
z �
79 `4 Q �rzp�At.&C>F_ COMMON AREA �o
w v L37 AC.+
1
54Y
I - 9P
2 130
W
N70032'02"W 1.27`
VINE ARD GR EN 45
CIS 6' M.B. 3 PG 170 w 4 MBCT10N 3
C \� 74 (PG. !ll
CARL O T TA DIXON SANDERS
WELL SITE 43
L32 AC.+ D. ,. ) 039 P.6. 114 BOUQUET CT.
CAPE FEAR UTILITIES m
QB.224$ PG. 820
F
q
,Ok�G �Oo 3 < Z
°2�O 3 'St 49 Q 38 39
�.I33 'L© `J
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NEW HANOVER COUNTY NORTH CAROLINA
FILED FOR REGISTRATION ON THE DAY OF 19986
AT AM/PM AND DULY REC ED IN MAP BOOK AT PAGE
"RY 5UE OOT5
REG 15TER OF DEED5
BY
STOCKS LAr.j SU
LAND - PLANNINO
2n N. FIFTH AVENUEs
PH I763-6124
WLMINOT• • + !
.-
i
Fo S�
44
VINTNER CT.
• f�L Q 37 36
Cs
L
NOTES:
Thi5 lot located 1n ZONE
a5 shown on FIRM
Community -Panel # 370148 009,0E
DATED: aEPT1CiR 3, »92.
CERTIFICATE DISCLAIMING WATER AND SEWER AVAILABILITY: !
5URVEY REFERENCE NOTWITH5TANDING NEW HANOVER COUNTY APPROVAL OF ! , !RON PIPES AT I^LL Cc1RNEP Ui�LL.
LEGEND ,A� �1r� PST �i�XA NOT �FrI�► E OTHERWISE NOTED.
TH15 PLAT, LOT . 5HO Y N ON � � . , , .L�
❑ = EX15T. CONC. MONUMENT MAP BOOK 35 PAGE `259
HEALTH DEPARTMENT APPROVAL FOR ON 51TE SEWAGE 2. ALL LOTS 5UBJECT TO A 10' UTILITY EASEMENT
DEED BOOK 2248 PAGE 820 DISPOSAL 5Y5TEM5, NOR FOR INDIVIDUAL WATER 5UPPLY ALONG RIGHTS OF WAY OF ALL 5TREET5.
O = NEW IRON PIPE 5Y5TEM5.
3. N.C.G.S. MONUMENT NOT LOCATED WITHIN 2000.
O = OLD IRON PIPE
= CENTERLINE OF ROAD
R5
FV1510N OF SECTION 1 —
.DUNE 295 1 998 TOTAL =- 5.07 AC��
t
Jp
(:D N WC)
100 0 50 100 200
E--D E �/ E LC) P NA E N T" ► INCH = 100 BEET
P � R.ff o R.i�/I A N C
MA5ON5OR0 TOWNSHIP NEW HANOVER CO
UNTY NORTH CAROLINA PEVELOPEO iY: Ut,1M5 S11_ie GROUPI IN►c.. 211 M. 544>AVE., 2ra 40I =
STOCKS LAND SURVEYING, P.C. JUNE .29. "998
EA To-

N - HIDDEN VALLEY
_ HIDDEN -VALLEY AD
= W44DS
EDGE
SOBOL SANDER vrnr�y,�p a
EENBRLM o
0 0
o
N
0
NOTE: COVER SHEET FOR INFORMAMON
PURPOSES ONLY, DO NOT SCALE
�l 0 Do wa�f AN
Cl
- SITE, GRADING, DRAINAGE, STORMWATER
MANAGEMENT AND WATER DISTRIBUTION
PLAN
C2
- SITE, GRADING, DRAINAGE, STORMWATER
MANAGEMENT AND WATER DISTRIBUTION
PLAN
C3
- SANITARY SEA R EXTENSION -PLAN AND
PROFILE
C4
- SANITARY SEWER KV ENSION-PLAN AND
PROFILE
C5
- SANITARY SEWER EXTENSION --PLAN AND
PROFILE
C6
- SANITARY SEWER EXTENSION -PLAN AND
PROFILE
C7
- SANITARY SEWER PENSION --PLAN AND
PROFILE
C8
- SANITARY SEWER EXTENSION -PLAN AND
PROFILE
C9
- DETAILS AND NOTES
PS-1
- SITE PLAN AND DETAILS
PS-2
- ELECTRICAL EQUIPMENT PAD DETAILS
PS-3
- LADDER DIAGRAM
PS-4
- CONTROL PANEL
PHILLIP G. TRIPP, P.E.
211 North Fifth Avenue
Wilmington, North Carolina 28401
Phone [phone]
Fax [phone]

REVISIONS
ate Description I &
24 2�/ 28 ail Ln I I 30 32 34 36 38
l LQ� j
1On SAN. SEWER
SOBOL
(VACANT)
40 I 42
--
HIDDEN VALLEY
SUBDIVISION
w
DETENTION
POND N0. 1
TOP OF B�+NK
28.0
— 42" F.E.S.
I o
I
I
FLOOD POQL
23.3
INV. 21.0
M
NORMAL PbOL
21.3
ENERGI�
DISSIPATO�R
Nb.
2
BOTTOM
15.3
44
�IOUTLEf
46
STfRUCIfURE4N0.
1
50 I
52
SITE PLAN
in = 100'
56 I ��"' i I 58
Jh
-- SANDERS
LIMITS OF DISTURBANCE PONn
6740o� k �a0 x 96D .+ �'t2 �39v x 27)
Z
��5►s � 3�� � 7toq, 00
Z
238X r13a*-+ 136� '/Z(/o X � 3��
LEGEND Z
PROPOSED SPOT ELEVATIONS
� DROP INLET w/INLET PROTECTION 7 Z
LIMITS OF DISTURBANCE
66 68
NOTE: EXISTING ELEVATIONS OF ENTIRE
SITE VARIES FROM 27.0 TO 28.8
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S E A L
17374
GREGOR\\\`��
/0111 1 1111\\
DATE 02-16-95
-DESIGN PT
DRAWN AC
C I
SHEET 1 OF 9
9511

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I I I ORIGINAL CONDITIONS TO SATISFY
I II I NCDOT REQUIREMENTS
I ( II
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INV. TIE IN TO EXIST.
� I I I SS LINE 16.80f
� I NEW INV. IN 17.00
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SEE THIS SHEEP
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ALL
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ALONG THE FRONTAGE OF ALL LOTS.
LINE 4 3. SERVICES SHALL BE PERPENDICULAR
TO MAIN AND TERMINATE AT RIGHT
PLAN OF WAY LINE EXCEPTION SERVICES
IN CUL-DE-SAC ARE NOT REQUIRED
1" = 50' TO BE PERPENDICULAR, BUT MUST
ORIGINATE IN MANHOLE AND TERMINATE
,
AT RIGHT OF WAY LINE.
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1 5
WILMINGTON___ __.._.. _ .LL.......
- -- - - .. ... .. ....r_... ............ ._......._ ...--- _...._. _ ..,.... . NO
RTH CAROLINA - - -- _ DRAWN:
----- -- _ __.. -- --_ -- --. - - - - - -.
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.
CAS
�,, PHILLIP G. TRIPP, P.E.
0+00 %+00 8-f"00 9+0 211 North Fifth AvenuePT
..... _ ,, -. _. :� �FSSi . ✓ � Wilmington, North Carolina 28401 PROJECT N0:
W._.,._ _........ _......._...-............... _ - -- - Q `' °. Phone [phone] cJ 1
_-- « ._._.._.----_--_ ._---- - _._.._..____-, _. _-._, ______. _.. SEA L Fax [phone]
• _
- -_ :>..T..-__-„-_-- _ _ _ _., . -_._-_ _. _. _ SHEET NO:
i 4 °
Q
, •F����• � .� N W HAN OVE COUNTY
NORTH OAROLINA C 6
REV �Ec
N {?ESCRlPTiON GATE '���,,,t,,,,,���� WATER AND SEWER DISTRICT OF: _9____
3+00 4•+00 �+00 REVISIONS _

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AF'P1.Y LIME= AN? t RT1i d71;R ACCOWIN6 TO 50L 1�5'1'5, OR AI MY 5,000 b/ a" A "
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AaOUN5P AaaaLflM t.1M %VW AN? 500 ib/ acre 10-10-10 MMAZM
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ryM J aIp5. ATTACH TO 1-1 / 4" x 1-1 / 4" xl / 411 C*AL.VAk4M0 ATTACH C0LVM=2 W Rr-
ma.g FRAW , MORTOR M TO TOp M Oun.eT %=I= �, oN&.R SMALL t7 AlV1_•r_R
Top or aM� - -a--'----� � �.._
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0
11� 61-011 LItl �
504:/ IVN A - A
cork. vr.oac w� �� C" M*r SITE WORK NOTES
1/211 ,-2CNcna 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WiTH EXISTING
CONDTiONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LiMiTS
" N5 ADC 9rO(NC00 OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETAION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
�
Wm
N MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
00W. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
aZAM REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
wr. �.,u I I I� COMPNI-Imp 5up5O1 REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
M-� MAX"V10wMM o____ow 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
wi��--- 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
�rxr wn�e omkw
�
w/1►VMNr Note rAVt~MRP115f=G710N MAYVNz1'EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
I NnrNG WO,N FMV FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
coNTRACrOR 5KA" COOMOINA?L 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
MOr r� tr w/ a wr w/ GM R
„ s uzr CNCWNZM r0 t7t:17=RMtN� PROPERLY PERMITTED FACILITY AS REQUIRED.
wr,9ru, ACnIAI. I1AVt!AWNr5l cnON. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
91MMArMX.AnON 9rea'rcAr>"14CAnON iN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
Tr"� s mcr i wx,mealticnON 15 WMM OP NLe'rroorrcnON 15 1PAVr0.AAENf EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
APMvxnv,re�.AWV* t wr.ows HM01.OWO AVCHY6 ,"aeM Nr5 THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
v �rw vr�ae M avr.�.r�nr crriarlr rm�a•i.ow c1wro�..trY rs t��Ta
15''V43n'' M Prt!!V�Alr�XGr$"PON MNrf W 10. THE CONTRACTOR SHALL BE RESPONSIBLE COORDINATE TO DISCONNECTION/
PC1�R7NGAOXWO9t1�CV= or n RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES .-WITH THE
Comic 5M NoM APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY JACK G. STOCKS AND SUPPLIED BY THE OWNER.
"� 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK.
clo' MAJC.) L
t t/8" I I/'��� 14. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
R a METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
51Mt. oW vW pOSr ° OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
vvtrz� PADiZtC 15. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
pWORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
MN. xv 2 � Q 5M »VAnON OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
WtEFZ�r±�nIA1� WI1�5 _ � io 3/ �+'°
1/21, azAtx 60 TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
1211 57i ►Zlrit�OlaG�M�Nt 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
(0IL ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
6" MIN. ptiAN vlt w Corct_yh" SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
�- � �'�-�N� 17. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS !II WITH RUBBER GASUETED JOINTS
Q _�• A O-M PAMCC 5KRr AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
N f ,A5 P11M.M12 OY Vt4CffWZR 18. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
611 MIN. G. WArION 5r4OFONA,A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
MAMOOJOLZ 5f W' NIGHT LIGHTING.
��L 19. DUCTILE IRON SHALL BE CLASS 51.
Nor�51 1. r-VNGE f AMG 51✓W.L t� A MIN Cr 32" iN Wlt?tN Ate? 20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
�
5F�ALL t�AVr, A MIN. C4- 5M 5T: WPM5 WTH 1211 1rAY STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
51"AaNG. 21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
2. AW MIN. OF BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
a'YTJ11 IN P)N/ifl APMsal-A M�Wt7 PAID FOR BY THE CONTRACTOR.
Apr_QUA,jnY10 try VM FAI9W7-itN.1211 MAX 22. SEE GEOTECHNICAL REPORT NO. _ DATED BY
St'AG1NG AA, t21i3:C:'t10N5. FOR ADDTIONAL REQUIREMENTS.
3. POS'r 5 &I.. M MIN. 5' -o" IN M1Off
4. wOOn 1005r 5PA L eB A MIN. '5` -iN HrIa<AW V CONSTRUCTION SEQUENCE
TO 4' IN ntANlMR. Viler FABRFC 5MN.L M rsA5�MNW
rO WOOMN F05r VV M NOT'LZ5511M #9 VM SrA nZ5 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
LO MIN. 1-1/211 LONG' EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
%'e-moN .' INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
_ 3. iF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
_ DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
zow. r" z4*c FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
4. 1F APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
-- DURING CONSTRUCTION. REMOVE ACCUMULATED SIL
T AS NEEDED TO PREVENT SiLT FROM
6 O.P. 6 6„ a.n. 611 ENTERING STORM DRAIN PIPING.
MIN. I MIN. MIN.
5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NCT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SiLT FENCE, CHECK DAMS, ETC.
I INSTALL ALL EROSION CONTROL MEASURES AS SOON AS P OSSIBLE AFTER BEGINNING
15M AfxCONSTRUCTION.
6. A 4" U\YER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
I 5 As ON -rF� t�l�,At�rs 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
ON
�
,� , SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
OP. a.. t,OR� 8. MAINTAIN 'ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
FIE E 1 PLAN PROVE TO BE LESS EFFECTIVE.
a`u- .III ==� 611 �' CLAM I "� 2 = _ ! `=� _ " MIN. 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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REVISIONS
ate I Description I By
N ,. •.,
N
S E A L
•� 17374`
ATE 02-16-95
DESIGN PT
DRAWN AC
C 9
SHEET 9 OF 9
9511

State of North Carolina
Department of Environment; Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
February 9, 1995
Mr. Sam Burgess
New Hanover County Planning Department
320 Chestnut Street 5W 6-IF / _5a Z/-5- Wilmington, North Carolina 28401
Subject: DEM COMMENTS
Beacon Woods Subdivision
New Hanover County
Dear Sam:
The Wilmington Regional Office received your request for comments concerning Beacon Woods
Subdivision on February 8, 1995. Based on a cursory review of the plan only, and pending a complete
Stormwater Submittal, this project may be able to meet the State's requirements for a Detention Pond.
The following items should be addressed in the Stormwater Submittal:
1. Completed, signed and notarized submittal form, including the built -upon area per lot
desired.
2. Pond and impervious area calculations.
3. Three sets of plans and details.
4. Chlorides test results depending on the classification of the water. body. From the map,
it appears that the flow may be toward an SA classified water body, the ICWW.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Burgess
February 9, 1995
Beacon Woods Subdivision
Please remind the owner that a complete Stormwater Submittal must be received by this Office
at the time of the Erosion Control Submittal, prior to the initiation of construction. The comments given
here do not constitute acknowledgement of any such submittal. If you have any questions, please call me
at 395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
DA/arl: S:1WQSISTORMWATICOMMENTSIBEACON.FEB
cc: Mr. Jack Stocks, University Group, Inc.
Linda Lewis

APR 111995
..........................0
hmniP G. T'iuPP, P.E.
211 North Fifth Avenue • Wilmington, North Carolina 28401
910/763.8124 • Fax [phone]
April 3. 1995
NCDEHNR
Division of Enviromental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Beacon Wood Subdivision
Wilmington, NC
Revised Stormwater Management Plan
PST No. 9511
Dear Linda:
In accordance with your March 8, 1995 correspondence and our
subsequent March 24, 1995 meeting in your office, I enclose a
copy of a portion of the Declaration of Covenants, Conditions and
Restrictions for Beacon Woods.
Please review for approval and contact me with any questions or
comments. Thank you.
i c r k
'ly,
A
i
i Tr % , P
cc: University Group
p EGEIV�
Q
OR ' 1995 IT O R1
ATER
D E MI
"'ROJ ,w8, Q5GZ15

/D U 52 07/1
7,--2cre5 25 6 be
in orc�e by 05,e
J*-t* 4OW 200coO
green
/0 5 ZZ
Z?r-
(p5 lclO 4 &17 �
I f-K 100
ci o % -r-S 5
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--DA 17.50 f 3 7
Go /0f5 (a z 40 o o C)
&zq- 447-5-F
R Oy� -M>07 T
- - -: �1=a1-9s

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
March 8, 1995
Mr. Phil Tripp, P.E.
211 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL. INFORMATION
Stormwater Project No. SW8 950215
Beacon Woods Subdivision
New Hanover .County
Dear Mr. Tripp:
The Wilmington Regional Office received a Stormwater Submittal for the Beacon Woods
Subdivision on February 22, 1995. A preliminary review of that information has determined that the
submittal for the subject project is not complete. The following information is needed to continue the
stormwater review:
1. In order to use the small drainage area you use, the subdivision must meet low density.
If density is exceeded, then all of the impervious area for each of the lots must drain to
the pond. Please show how all runoff will be picked up, or reduce the built -upon area so
that low density is met. This requirement must also apply to Vineyard Green, which I
forgot to add to that letter.
2. I have somehow managed to misplace the calculations for this project. Please send another
set.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Tripp
March 8, 1995
Stormwater Project No. SW8 950215
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 8, 1995, or the submittal will be
returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:1WQSISTORMWATIADDINFO1950215.MAR
cc: (2) Linda Lewis
Central Files
7

FFR L 2 1995
...o........ 0....... ..ave*
PiuniP G. TRiPP, P.E.
211 North Fifth Avenue • Wilmington,. North Carolina 28401
910/763-8124 • Fax [phone]
February 22, 1995
NCDEHNR
-Division of Enviromental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attnm Ms. Linda Lewis
Res Beacon Woods Subdivision
Wilmington, NC
Stormwater Management Plan
PCT No. 9511
Dear Linda:
SroRr01"IiaAT E R
U
FEB 2 2 1995
D e lilt
-%OJ s608q9;02/5
Enclosed please find three. sets of plans, one application, one
maintenance form and one set of sealed calculations: I have also
enclosed a copy of the chloride.test results for a sample taken
IJ2 mi..�le from the point of discharge. It was measured at 20 PPM.
We have.designed the runoff -.,.to be collected in.a pipe system and
routed .to two stormwater retention ponds.' Please review for
approval -and contact me with any questions or comments. Thank
you.
P
1
:Phil1i
cc:-' .Universi ty_.Group, , Inc.

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