20001430 Ver 1_COMPLETE FILE_20001110

December 4, 2000
Certified Mail 7099 3220 0006 8502 5165
Return Receipt Requested
Mr. Paul G. Freer
LPT Development Co., Inc.
6221-A Hackers Bend Court
Winston-Salem, NC 27103
SUBJECT: Request for Additional Information
LPT Development Co., Inc.
Stratford Crossing
DWQ Project #00 1430
Forsyth County
Dear Mr. Freer:

D?
4 rlj_?>
The Division of Water Quality has reviewed your plans for the discharge of fill
material into approximately 300 linear feet of an unnamed tributary to Little Creek,
Class C waters, Yadkin-Pee Dee River Basin, Forsyth County for the purpose of
residential development. Insufficient evidence is present in our files to conclude that
your project must be built as planned in waters and/or wetlands in accordance with
15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as
described below, we will have to move toward denial of your 401 Certification as
required by 15A NCAC 2H.0507(e) and will place this project on hold as incomplete
until we receive this additional information. We are requesting (by copy of this letter)
that the U. S. Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states
your project must be constructed as planned and that you have no
practicable alternative to placing fill in these waters and/or wetlands.
Any documentation such as maps, narratives, economic analyses, that
you can supply to address alternative designs for your project may be
helpful in our review of your 401 Certification request.
(2) Please provide documentation detailing you position that the project
has been designed such that adverse impacts to surface waters have
been minimized and existing uses have been protected to the best of
your ability.
i
LPT Development
Page 2
(3) The project will also require compensatory mitigation as described in
15A NCAC 2H.0506(h). Your mitigation proposal is insufficient since
none was proposed.
(4) A review of your application and consequent site visit has revealed a
proposed road crossing along the UT to Little Creek, just upstream of
the proposed culverting for lot development. Our records indicate that
a 401 Water Quality Certification has not been issued for this crossing.
Please include the linear footage of impact for this crossing (including
all associated rip-rap or hard armoring). Mr. Josh Vernon indicated
that perhaps a USACE's Section 404 Nationwide Permit was issued for
this crossing. If so, please submit a copy of your 404 to this Office. A
Nationwide Permit 14 requires written concurrence from the Division
of Water Quality, regardless of the amount of impact.
(5) It was also noted during the site visit that a pond had been recently
drained. Mr. Vernon mentioned that this area would also be utilized for
lot development. Please contact Mr. John Thomas, US Army Corps of
Engineers, [phone], ext. 25, to determine if this area is
considered jurisdictional waters and thus subject to the 404/401
process.
(6) Please submit detailed plans and specifications for the road crossing
and lot development impacts.
(7) On-site stormwater management will be required as a condition of any
DWQ approval. Can you construct your development with a
stormwater pond to remove 85% TSS? Please provide the appropriate
plans and specifications. You may contact Mr. Todd St. John of the
Central 401/Wetlands Unit at [e-mail] or (919) 733-
9584 if you have specific stormwater questions.
Please respond within three weeks of the date of this letter by sending one
copy of this information to me and one copy to John R. Dorney, 4401 Reedy Creek
Road, Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or me at [phone].
December 19, 2000
Certified Mail 7099 3220 0006 8505 5196
Return Receipt Requested
Mr. Paul Freer
LPT Development Co., Inc.
6221-A Hackers Bend Court
Winston-Salem, NC 27103
SUBJECT: LPT Development Co., Inc.
Stratford Crossing
DWQ Project # 001430
Forsyth County
Dear Mr. Freer:
This letter is to acknowledge your written request (letter from Engineering
Tectonics, P.A. 12/18/00) for additional time to respond to our request for more
information. The Division appreciates your efforts to address our concerns and will
continue to place your project on hold until we receive the additional information. We
are requesting (by copy of this letter) that the U.S. Army Corps of Engineers continue
to place your project on administrative hold.
If you have any questions regarding this matter, please contact Mrs. Jennifer
Frye or me at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Daniel Bowser, Engineering Tectonic, P.A., PO Box I, Winston-Salem, NC 27108
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
W SRO
LPT Development Co., Inc.
Page 3
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
Wetlands Tracking Pro}ects
Facility Name LPT Development Company I County Forsyth
Project Number 00 1430 County2 J
0Inactive Region Winston-Salem
Project Type purpose of residential development I DCM Office
Location Little Creek I COE Office Raleigh
401s Last Total Total Total Mit Recvd Sent to Recvd Action 401 401 Totals ` Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet
APP 11-10-200011/14/2000 1401
i 1 1 1 1 1 i i 401
Total for Project:
`??? I?
Inspections/ Violations
Inspection Date Inspector Compliant Letter Type Date Sent Reply Date Current St
J O Y ON Ins ect.
s
ID iv

Du m:
NAnONNnE

001430 cotes pox 11D :
VM MUMM FEWIT #) :
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SEC'T'ION 401 CERTIFICATION
3) COORDMTTON WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENG_NEERS (SEE AGENCY ADDRESSES SHEET). SZVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION? OF E14VIRONMkNTAL MANAGYDIENT (SEE AGENCY 1DDRESSZS SHEET)
PLEASE PRINT.
' OARS NAME : LPT OEUELUP ?t1r Co,' 2"A J( .
z . "!AILING ADDRESS : &221 -A MC;C? 25 86VO G7- G?/?/SlG?/1/ - S?9G Enf
/?G z7rd3 SUBDIVISION NAME: S reA47-F0fl2 C205151
CITY: NSrV1V eY" STATE: Ae- ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3 . TEll PRONE NMWER (FICHE) : (WORK) : -x ?6 - 770 - 811A4 1?
{ 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE? CORPORATE OFFICIAL,
} ADDRESS, PHONE NUMBER: P411L /r P?emi oEryT
OZZ) -A NW-4E125 85,Vo GT I UPW rbN- GEC , NG Z 7/09
31? LOCATION Oe WORK (PR(CIDX A :TAD, ?REFE ABLY A COPY OF USGS T'OPOGRAPRIC MA2 OR
t? JJ AERIAL PHOTOGRAPHY WITH SCALE)
COUNTY : FpQSYr# NEAREST TOWN OR CITY: IUC
SPEC::-'IC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
Us /7'??Y /58 ST.P.4Tf-=G>?D 20; ALF Sf? tiL LF ?,eo,n
7 7 0--J PO
S yA/ 2um / ? cTita?/ 4oC k W,00,0 (22
5. IMPACTED OR NEARESSTnSTREAM/_°.I JER: 4/7-7ZC- Ce,5-L--r
R'zVVk 3AS IN :
7a. IS PROJECT LOCATED NEAR WA=rR CLASSIFIED AS TROUT. TIDAL SAL'i'YWATLkt
(SA), RICH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (OAW), WATER SUPPLY
t-KUq : tnginCCring i CcT.onl c5, r. n.
(WS-I OR VIS-II)? YES [ I
rnun= 11W. • aJO f G"4 f G17d --P.. - ---- VG. V . i . .
No ( IF YES, EXPLAIN:
?b. IF THE PROJECT IS LOCATED WITHIN A NORTH CARCI.INA DIVISION OF COASTAL MANAG2.?T
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ I NO [ x)
'7c. IF THE PROJECT IS LOCATED WITHIN A COASTF,L COUNTY ISEE :'Z263*7 FOR LI3T OF COASTAL
COMITIES), WHAT IS THE LAND USE ?LAN (LUP) DESIGNATION: n c
8a. VE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED rOR USE ON THIS PROPERTY?
YES [ I NO [ I IT YES, PROVIDE ACTION I.D. NUMBER OF PRZVIOUS PERMIT AND ANY
rrADDITIONAZ INFORMATION (INC:.UDE PHOTOCOPY OF 401 CERTIFICATION):
C ARE ADDITIONAL PERMIT REQUESTS EXPEC.77D FOR THIS PROPERTY IN TKE FUTURE?
YES [ I NO ) If YES, DESCRIBE ANTICIPATED WORK-
9 EST-'MATED TOTAL NUMBER OF ACRES :N TRACT OF LAND. 3 3 r/
ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE.
NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PRO.:ECT BY:
'e=ING: EXCAVATION:
FLOODING: OTHER; LL
DRAI.IAGB : TOTAL ACRES TO BE IM %C ED e ? • JL4., 4
OB (1) STREAM CP.ANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCnMD, PROVIL"E
DISTANCE BOTH BEFORE AND ALTER RELCCATION) :
LENCTH BS.PORB: Z GYM FT AFTER: 0 TT
WIDTH BEPM (based on no-al high water rontourz) : y FT
WIDTH AFTER: FT
/0/peI? FT
AVERAGE DEPTH BEFORE: 0, s *'T AFTER:
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CI=NEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A OAM/FLOODaNG:
OTHER;
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND? --
WHAT IS THE. EXPECTED POND SURFACE AREA?
Z. ESCRIPT:ON OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF. M£CRANTCAL EQUIPMENT
TO BE USED (ATTACH PLANS: St." x 11" DRAWINGS ONLY) : )mV 7ALi)qTJUr-J 6,1--
14PPRO \/, 3CV -L-1AkFZ - of , ?
W'Lr? /= Xl./?
X02 &A6ZrzLL. J-- C 7701V --
`13. URPOSE OF PROPOSED WORK: T 04L-LOW &r2Af,AJ - CHIC LOTS' //?
_. ?_Q? ?.? ErvTl?4L ?r?f3?1 yr s rev
14 STAY- REASONS WHY IT
WETLANDS. (INCLUDE
IS BELIEVED ",HAT THIS ACTIVITY MUST BE CARRI_D OUT IN
NY tffAS=S TAKEN TO MINIMIZE WETLAND -IMFACTS ) -. MF
474,ey,n Tl l/EQSE? GU?NE? 0,1 l f?E P?G?c

Aj /&V hee7? C1X,,,Q7-qe rr3Uf / z&-o g ye sit;VF I/L-l'
? /7( yS AIZ-- 40a)i
o1
U io w 6- 5 To 6-f-Ao E'
i5 YOU ARS REQUIRED TO CONTACT T'-cM STATE HISTORIC PRESERV7?TTON OFFICEtt (SHPO) (SEE
AGRNCY ADDRESSES SHEET) REGARC.NG THE eRE.SENCE OF 3I3':ORIC PROPERTIES IN THE
PERMIT AREA WRTCR MAY Sic Akk'ECTED BY THE PROPOSFn PRD.TEcT.
OAT£ CONTAim"' -
5 DOES THE PROJECT INVOLVE AN $XPZNDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES [ I NO ( /3(Tr NO, GO TO 18)
AL. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIRMNTS 06 THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ I NO [ 3
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED TERCUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( 3 NO [ I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF. e,NVIAONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
XORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHCUID BE DIRECTED TO MS.
CHRYS BAGGBTT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27694-1302,
T LEPHONE [phone].
17 TFIE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION In PROPOSED AC:VITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS.
a. WETLAND DELINEATION MAP SHORING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 19, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PRCPERTY MUST BE SHOWN ON THE MAP.
HAP SCALE'S SHOULD HE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 1.00 FEET OR THEIR
EQUIVALENT:
b. IF AvAII.Am r, REPRESENTATIVE PHOTOQRAPH or WETLANDS TO BE IMPACTSD BY PROJECT.
I
C. IF DELINEATION WAS PERFORMED By A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLAMM NT OF THE DELINEATION =- NE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
a. WHAT IS LAND USE OF SURROUNDINC PROPERTY? QF )nr-7urt4L -slrj&4.E F,4),/cr
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? 6 yxin.11.TI0AJ
PL)GL1 G LY MAIN T?4IAJEQ 453 I t-A(ZY 5t--'LJE72
g. SIGNED AUD DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
MOTE: WETLANDS OR WATERS OF TSE U.S. MAY NOT HE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF F.NGTNEERS PERMIT. AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OS ENVIRONMENTAL MANAGEMENT
(RATER QUALITY) ^ TIFICAT'_ON.
CWNER' AGENT'S SIGNATURE
(AGENT'S SIGNATM VALID ONI,Y
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))
?v 13 a?
DATE
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'l??.i `'•'. 01430
A) IDs CORPS ACTION U t
unoaa m ffiflam vm NATIoNOm FEWET )
Pn-aMSTMECTTON WrMCATIOK APPLICATION
FOR NATIONWIDE PERMITS TJW REQUIRE
1) NOTIFICATION TO TAE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE SC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED r^ORN TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COP= SHOULD HE
SENT TO TIM N.C. DIVISION OF ENVIRONMLNTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET)
YLEASE PRINT.
OWNERS NAME: LPT OEUELOP/YA5t)7- Co., T/VL .
D2. MAILING nnRESS : & Z Z 1 - UC 25 tgFJ1lD G7- G?J/?%51G1?1/ - SAL E?f
/?G 7-7/0-3, SUBDIVISION NAME: S7-,e.4T1=0ie0 (f 2O'SSI^-)&
CITY: AIIAls r&V e7" STATE: AX- ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TF.1EPRONE NM SER (80MH) : (WORK) : 33,6 - 778 - 4Y4 1?
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFIC-ZAL,
ADDRESS, PHONE NOMBER: MLIL tT-- P21??1 OE/VT
(,ZZ ) -4 AW-45V5 SEA-0 GT' Ur /K rb.,V S9LE/v1 , NG Z 7/03
3. LOCAT:CN OF WORK. (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE): y.?'L
COUNTY: FOQSyrf NEAREST TOWN OR CITY: W//?5lPN-STG-7,P7 NG
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
VS /-/a./Y 158 5T2.9Tl-oCD 20; AE SGb -?L- 4F ?2 ,wt
/?/1E?5 EC T/ 0rJ ?,e /c ,/ ry G LT
S vA/ ;=201n L417a ? T-igAl /-066 wbooo Q2
S. IMPACT= OR NEARESSTST?X.A?M/RT' ER: L./r7Zc &- L---r
R^7EP. BASI17: Y/?OK//y /0trg7-- DCLr-
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT. TIDAL SAL'TNATFR
(SA), RICH QUALITY SEATERS ('AQW), OUTSTANDING RESOURCE, WATERS (ORW), WATER SUPPLY
FRum : engineering Iectonicsr r.M.
(WS-1 OR SOS-II)? YES [ ]
rIILJNC NW. - )QM f G4 0977 pct,. Ld ccwv cw-- v r rl l 1.
NO [ ] IF YES, E01,1IN:
7b. IF THE PROJECT IS LOCATED WT'HIN A NORTH CAROLINA DIVISION Or COASTAL MANAGF,.?T
ARE OF ENVIRONMENTAL CON=RN (AEC)? YES [ ] NO f X]
7c. IF THE PROJECT IS LOCATE= WTTRTN A COASTAL COUNTY 1SS.8- V Gn. '7 FOR LIST OP COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIQNATION: ji o
8a. VE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [ ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL IV.rORMP.TION (I=-UDE PHOTOCOPY OF 401 CERTIFICATION):
ARE ADDITIONAL PERMIT RX=STS EXPECTED FOR THIS PROPERTY IN TI:E FQTIIRE?
(9YES [ ] NO -J/. ] 11' YES, DESCRIBE ANTICIPATED WORK:
9 EST'-MATED TOTAL NOMBER OF ACRES IN TRACT OF LAND. 3 3 r/
ESTIMATED TOTAL SOMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
i NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
rILLZXG. • 1y ?? EXCAVATION
FLOODING: OTHER: L
DRAINhGE: TOTAL ACRES TO BE IMPACTED: ?• ?? ?/
OB (1) STREAM CHANNEL TO BE IMPACTED B: THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTS BEFORE AND AFTER RELOCATION),
L=- CTE aEYOR.E: ?Gx?> FT AFTER: FT
WIDTH BEFORE (based on noxnal high water rantourz): FT
WIDTH AFTER: rT
/o/pEb ?T
AVERAGE DE8T8 BEFORE : to, s £'T AE'I5R
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RlLOCATIOX: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTZON OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND?
X WHAT IS TRZ rte.CPECTED POND SURFACE AREA?
„2. ESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MEC4ANTCAL EQUIPMENT
TO BE USED (ATTACH PLANS: 84" x 11" DRAWINGS ONLY): //VSTALL,4TtUrV 6•7=
Aft \l, 3cq ,c.

lCr?2 B ?-?? c!a -Vk77oi?
X13. URPOSE OF PROPOSED WORK: 7 14L_IOW y nll- or "rs' //?
Z A0,e-A1774L sag cO/ yr s retii
14 STAT-' REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMI7,E WETLAND _MPACTS)
STi2E M i-xwyE,e5E5 ,4 6ygluex-9 O? 1'ffE ??G1?c`T?l"f'
IN All/ het?' rlle6wllr 147144,
35 YOU AM REQUIRED TO CONT
AGENCY ADDRESSES SHEET)
PERMIT AREA WRTCH MAY = AVVL:C_'ED BY THE PRO?oSan PRn.TzcT.
DATE -ONTACTED:
6. DOES THE PROJECT INVOLVE AN EXPZWn=TT.:RE OF PUSLIC FUNDS OR THE USE OF PUSL!C
ACT T-nZ STATE HISTORIC PRESERVATION Orr=CZR (SHPO: (SEE
REGARDING THE PRESENCE OF RISTORIC PROPERTIES IN THE

(STATE) LAND? YES I I NO I /3?lr NO, GO TO 18)
i. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CARCLINA ENVIRONMENTAL POLICY ACT?
YE8 I I NO I I
b. It YHS, HAS THE DOCUMENT BEEN REVIEWED THRCVGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ I NO [ I
IF ANSWER TO 17b IS YES, THEN SUSMTT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF. ENVIRONMENTAL MANACF.MENT RE=DING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHCCLD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
2IDMINISTRATION, 1302 Maul Service Center, RALEIGH, NORTH CAROLINA 27699-1302,
T LEPRONE [phone].
17. TnB FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
8. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 22, 26, 29, AND 38)_ ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PRCPERTY MUST BE SHOWN ON THE.' MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 1.00 FEET OR THEIR
EQUIVALENT:
b. IF AVAII_n=, REPRESENTATIVE PHOTOGRAPH Or WETLANDS TO DE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFOPMD BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION =NE.
d. ATTACH A COPY OF THE STORMNATER MANAGEMENT PLAN IF REQUIRED.
o. WHAT IS LAND USE Off SURROUNDINC PROPERTY? 9ee-?) I r--r,, - 4L -SJ t LE F,4- it c
t. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? SnIrU -L'n 0AJ -Z
w E72
PU61-I G l-Y rl'1A1N TIIV E}?PrN I T-142Y Sj--
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
XVM: WZTLANDS OR VAT=$ OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF F.NG7NEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIWR OF A 401 DIVISION OF ZNVIRONMESTAL MANAGEMENT
(WATER QUALITY) C.ERTYFYCaTION.
CSR' AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONVI
IT AUTHORIZATION ?,E'-'TER MOM
THE OWNER IS PROVIDED (18G.))
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t OT iZQvn^• DENNIS._WLKINSON

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North Carolina Wildlife Resources Commission 0
Charles R. Fullwood. FAccutiv( I)11'Cc101,
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resources
FROM: Ron Linville, Regional Coordinator,
Habitat Conservation Program /
DATE: December 4, 2000
SUBJECT: Review of an Application by LPT Development Co., Inc., US Highway 158 West, UT
Little Creek, Forsyth County
The applicant is requesting 401 Water Quality Certification from the North Carolina Division of
Water Quality. The NCWRC has reviewed information provided by the applicant, and field biologists on
our staff are familiar with habitat values of the project area. These comments are provided in accordance
with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
Base on our review, it appears that the stream has perennial flow to Little Creek in the Muddy
Creek basin. Impacts have occurred as a temporary crossing has been established (where a permanent
roadway will be located) and breaching with a backhoe has drained a pond. Large tadpoles were observed
in the tributary and the pond. The applicant proposes to pipe 300 linear feet of stream in addition to the
road crossing that may have been permitted by the US Army Corps of Engineers.
If the project receives a 401 Certification, we recommend that the remaining jurisdictional waters,
wetlands and floodplains be placed in forested conservation easements where practicable. We also
recommend that stormwater best management practices be utilized in order to protect downstream aquatic
environments and restore lost edge and terrestrial habitats. Should stormwater management ponds be
required, the North Carolina Wildlife Resources Commission can provide additional recommendations on
plantings for the facility. Since the area was previously forested, we would like to see practices that
provide both terrestrial and aquatic benefits.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Cc: Jennifer Frye, WSRO
John Thomas, USACOE
Mailing Address:
Division of Inland Fisheries • 1721 Mail Scr\ ice Center - Raleigh
Telephone: [phone] cxt. 281 • Fax: [phone]
NC 2 7699-1 72 1
1 O-1 3-2000 6= 2?dAM h RUM ALL l tU LANU 5UK V t Y .3 b/ bl0 0000
u.S. ARMY CORPS OF ENGINEERS 001430
Wilmington Distract
Action ID:200020529 County:Forsyth
r. i
GENERAL PERMIT REGIONAL AND NATIONWIDE N'ERIFICATION
Property
owner: Mr. Paul G. Freer
L.P.T. Development Co., Inc.
Stratford Crossing Subdivision
Tess: 6220-F Hackers Bend Court
Winston-Salem, NC 27103
Authorized
Ag_ent-. ECS, Ltd.
Denise M. Poulos
Address: 5-C Dundas Circle, Greensboro, NC
27407
Tele d=: 336 856-7150
Telenhone: 336 778-2050
SIZI and oeationt of Property (Waterbody Highway name/number town, etc.): Mr. Paul G.
Freer's proposed Stratford Crossing Subdivision property development site located off of Stratford
Road, adjacent to an unnamed tributary of Muddy Creek, near Winston-Salem, In Forsyth County,
North Carolina.
Descrintion of Activity: Proposed subdivision construction including fill for road construction ,-
resulting in impacts to approximately 0.01 acres (including 148 linear feet of stream habitat) of the
jurisdictional waters of an unnamed and above headwaters tributary of Muddy Creek.
i
X Section1404 (Clean Water Act, 33 USC 1344) only.
Section! 10 (River and Harbor Act of 1899) only.
Section' 404 and Section 10.
_.J_Nationwide Permit Number NW? 26
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvalsipermits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone nuv?bey?919) 876-8 41, exter? ion 25.
Regulatory Project Manager Signature
SURVEY PLATS, MELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
- ---- -------- ------ ---
- -- - --- -- ---- -
0
Permit Number: 200020589
Name of Permittee: L.P.T. Development Co., Inc., Stratford Crossing Subdivision,
Mr. Paul G. Freer
Issuance: 03/03/00
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
RALEIGH REGULATORY FIELD OFFICE
6508 FALLS OF NEUSE ROAD, SUITE 220
RALEIGH, NORTH CAROLINA 27615
Please note that your permitted activity is subject to a compliance inspection by an U-S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation-
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditio
Aigifature of Perwittee
i
_ _ _ -
CITY OF WINSTON-SALEM GENERAL NOTES ~jTY OF WINSTON-SALEM GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP HALL CONFORM TO THE STORM DRAINAGE S STORM DRAINAGE SC1fDUlE / K,
S i6. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER STRATFORD CRD STANDARDS AND SPECIFICATIONS OF THE CITY OF WINSTON-SALEM, PAVEMENT AND WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL August 1>3, SIRATFORD CROSS~IG ~ ~ o Au 9t 18, 1999 ~ ~ ~
JANUARY 1999, EDITION. BE PREPARED, FERTiUZED AND LIMED, SEEDED, AND MULCHED 9u z N
IMMEDIATELY UPON COMPLETION OF CONSTRUCTION AS FOLLOWS _ _ 2. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE UNLESS (SPECIFICATIONS PER 1,000 SQUARE FEET): Tc i ~ Cc Q 0 ~ Nevised: tember 21 2000 / ~ W ~
OTHERWISE NOTED. I WLET "TOTAL TMIE OF PIPE IiJI.ET NIET TOTAL o . uasT~ _ _ SITE V ~ ~ T TOTAL CALL ZIPPER LOWER TOP ?iAT. TYPE l 6 ? / ~ a
TYPE I SEEDING (WITHIN THE RIGHT-OF-WAY) FROM I TO AREAS AREA CONC. 91TEN. RL!NOFF gSCH. DISC1i. Sl 3. CONCRETE PIPE SHOWN ON THESE PLANS SHALL BE CLASS III AC AC YIN LRt COEFF, QFS CFS F H. DISCti. SLOPE DIAM. qA. LENGIIi INV, 91V, ELEV. 1 /2" PER FpOT i N ~ F~ ~ 0
REINFORCED. CMP PIPE SHALL BE 16 GA AND SHALL BE FULLY COATED- 5 LBS. KY 31 FESCUE (CERTIFIED) _ S CFS FT 6V IN FT FT FT _L~. _ 3„~~ ~Eg Flo ~ p4 _ , i ~ ° , ~ ~ RCS ~ 6" < EN , 001 ~ J U
4. CATCH BASINS ARE NCDOT STANDARDS 840.01 AND 840.03 WITH TYPE 40 LBS. 10-10-10 FERTILIZER 3A' 2 46,20 46.20 1.00 6,63 0.50 153.04 153,04 0. .04 153,04 0.0358 36.66 48 _ _ 33.5 724.50 72J.30 NA RCP NA _ - _ . c><A 7
"E, F, AND G" GRATES, IF APPLICABLE. 100 LBS. AGRICULTURAL LIME 2' 1 0.19 47.54 5.00 7.01 0.50 0.67 167.97 0, 50 IBS. CLEAN STRAW _ a ).67 167.97 64.9 123.30 720. 74.50 R 12" 6" 7" ~ 5 ~ ~ Q 0,0508 31.49 48 00 _ 2 CP E ~ & - _ _ nyC ~ 2' 2 ~
5. CATCH BASINS TO HAUE APPROVED SILT BARRIERS UNTIL CONSTRUCTION _ 3 2 1.15 1.15 5.00 7.07 .0.50 4.06 4.06 0. ~ CA C ~3„_MINI . I~) ~ ~ k06 4.06 0.0119 1220 15 25.3 136.50 736.20 142.50 RCP _ E ~ ~ ~ ~ ~ 0 ~
IS COMPLETE. TYPE II SEEDING (OUIFALS AND PASTURES) 9A 9 0.14 0.14 5.00 6.53 0.50 0.46 0.46 0. _ _ 1 ~ V1 z ~
6. ALL SILT DAMS, FENCES, BASINS AND OTHER EROSION CONTROL 3 LBS. KY 31 FESCUE (CERTIFIED) 9 8 O.J2 D.46 5.00 6,53 _ 0.50 1.05 1.50 0. 146 0.46 0.0119 5.38 15 _ 25.3 187.70 787.40 191.70 RCP F 2 1 6 ~ z ~ 'O a~ N00 1.05 1.50 0.0242 1.35 15 127.9 78720 T84.10 791.70 RCP G - W W ~ U
DEVICES TO BE CONSTRUCTED ACCORDING TO CITY AND STATE 20 LBS. 10-10-10 FERTILIZER 8 _ 1 0.W 0.53 5.00 6.53 0.50 0.23 1.73 0. ).23 1.73 0.0178 8.21 15 1520 783.90 761.20 788.10 RCP G ~ , , , W ~ ~ ~ ~
STANDARDS AND KEPT IN WORKING ORDER UNTIL ALL INDICATED 100 LBS. AGRICULTURAL LIME 7 6A 0.07 221 5.00 6.53 0.50 0.2J 7.22 0. 50 LBS. CLEAN STRAW 6A 6 0.22 243 5.00 6.53 0.50 0,72 7.94 0. ).2J 7.22 0.064 11.72 15 -34.5 181.00 779.40 _785.00 RCP F NCQI__~ ._6 CURD_AND_ v~, ~ ~ D TAIL < Z ~ r o - _ ~ W V1 ~ r ),72 7.94 0.01 14.J6 15 73.4 779.20 178.00 783.40 RCP _ G ~ ~ F.,
CONSTRUCTION ON THE DRAWINGS IS COMPLETED AND SOIL IS 6 10 0.86 3.29 5.00 6.53 O,SO 261 10.75 0. STABILIZED. AS A SUPPLEMENT, A MIXTURE OF GERMAN MILLET AND ANNUAL RYE 10 i 5 0.84 4.13 5.00 6.53 0.50 274 13.49 0. LBt 10.75 0.0158 16.65 18 .25,3 771.75 171,35 761.50 RCP E z ~ z ~ ~ ~ 4~ W o
1.14 13.49 0.0192 17.48 18 33.9 777.15 776.50 761. _ RCP E VICINITY MAP ''"4 ~ • • ).00 13.49 0.0200 11.35 18 65.0 716.30 775,00 181.70 RCP NA NOT TO SCALE ~ ~ o '`7~ a
7. STORM DRAIN OUTFACES SHALL BE RELEASED tN NATURAL NONEROSIVE WILL BE ALLOWED IN THE WINTER AND SUMMER. THE INSPECTOR IS 5 4 0.00 4.13 5.00 6. 0.50 0.00 13.49 0. DRAINAGE DITCHES, SWALES OR STREAMS. TO APPROVE ALL MATERIALS USED FOR THE WORK. _ ~ ~ N q 0 xx 1., .G t8 i
BA _ 8 D.84 0.84 5.00 6.53 0.50 274 2.74 0, 74 2.74 0,0119 10.53 15 _..25.3 784,40 784.10 186.10 RCP , F U ~t ~ tL k. a, aC' k-'W
8. STABILIZING STONE TO BE PLACED AS REQUIRED BY ENGINEER 17. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER, SPACED AT WHEN CONDITIONS WARRANT. 30" CENTER TO CENTER AND HAVE 2" x 2" BLUE AND GREEN STAKES PLACED 13 12 O.OS 0.19 5.00 6.53 n 0.50 0.16 258 0: ).16 258 0.0119 10.29 15 25.3 78250 182.20 166,00 RCP F _ 20' 0"_ _ _ _ 20'-O"
ON EACH SIDE MATH FLAGGING. 12 11 _ _ 0.32 __1.11 5.04 6,SJ 0.50 1.05 363 0. _ - ..t - _ _ .05 363 0.0099 1209 15 30.3 18200 781.70 786.00 RCP G
9. UNDER DRAINS TO BE CONSTRUCTED AS REQUIRED BY ENGINEER TO 11 1 0.50 _ 1.61 5.00 6. 0. 1.63 5.26 0: _ _ STABILIZE SUBGRADE. 18. HYDRANTS SHALL BE PLACED 5' FEET BEHIND CURB. WATER AND SEW~R _ _ _ .63 5.26 0.0112 13.58 i5 _.26.8 781,50 781.20 184.85 _ RCP F ~ -_~o -o„ 6._ 6„ c~° ~ s' s" to'-o" UTILITY EASEMENT SHOUL DER SHOULDER UTILITY EASEMENT
CONNECTIONS SHALL BE PLACED 5 FEET BEHIND CURB. SEWER TAIL PIECES 24 23 0.74 0.74 5.00 B.SJ 0.50 242 242 0~ !42 242 0,0119 10.04 15 25.3 761.10 764,80 765.20 RCP F_ ~ 13'-6" 13'-6"
SHALL EXTEND TO THE BACK OF THE 10' UTILITY EASEMENT REGARDLESS 23 _ 22 _0.59 1.33 5.00 6.SJ i~ 0.50 1.93 4.34 0. 10. COMPACTION TESTS BY AN INDEPENDENT TESTING LAB TO BE MADE OF CLEANOUT LOCATION. 22 21 0.45_ JA2 5.00 6.53 0.50 1.47 5.8i 0: .93 4.34 0.0625 9.16 15 .-1.36.0 760,60 752.10 765.20 RCP G - _ .47 5.8i 0.0237 12.25 _ 15 42.2 751.90 750.90 756.10 RCP G~- /
AS DIRECTED BY ENGINEER AT OWNER'S EXPENSE. 21 20 0.89 4.31 5.00 6.53 0.50 2.91 14.06 0. !.91 14.06 0.0464 15,05 15 _ 62,5 750,70 147.80 755.00 RCP - G _ 1
11. PRIME COAT IS TO BE APPLIED AT A RATE OF 0.25 GALLONS PER 19. PRIOR TO FINAL ACCEPTANCE, THE DEVELOPER SHALL ULTIMATELY 20 19 0.17 5.08 5.00 6.53 O.SO 252 16.59 0.~ SQUARE YARD AS DIRECTED BY THE CITY INSPECTOR. BE RESPONSIBLE FOR CORRECTING OR SEEING TO THE CORRECTION 19 16 0.59 -6.30 5.00 6.53 _ 0.50 1. .58 0 ! 52 16.59 0.0264 17.79 18 62.5 747.55 745.90 15250 RCP _ G ~ 2' SURFACE COURSE, TYPE i 1 ; ~ , 1 +wM .56 0.0414 17.28 18 25.3 145.70 144.50 750.00 _ RCP _ G 1/2` PER FOOT ~ 1 /q ° pER LOOT ' , 1 4" PER FOOT - l I7" PER F00'i ~4. iQ~ 4~~~y
OF ALL PROBLEMS ASSOCIATED WITH THE PROJECT, INCLUDING 18 _ 11 0.29 659 5.00 6.53 0.50 0.95 21.53 0.~ 1.95 11.53 0.0435 17,87 18 43.7 744.30 742.40 150.00 RCP F ~ ~ _ _ _ r,
12. EXISTING CURB AND GUTTER AND PAVEMENT TO BE REPLACED OR THOSE ITEMS NOT NECESSARILY COVERED BY THE PLANS, TO INSURE i1 16 0.57 ~ 7.16 5.00 6.53 ~ 0.50 1, 23.39 0.~ _ , 23.39 0.0276 20.07 24 v1Q1.O _ 74L90 _ 136.90 747.40 RCP- F i l - ~
REPAIRED AS REQUIRED TO TIE ON TO SOUND MATERIAL. THE SATISFACTORY COMPLETION OF 16 15 1.10. .8.14 5.00 8.53 _ 0.50 359 2&55 O.i THE TOTAL PROJECT. 15 ~ ~-14 0.09 _,_8.63 5.00 6.53 0.50 0.29 28.84 0.~ 1,59 2&55 0.0156 24.01 24 25.3 136.10 736.30 141.90 RCP - - F-J- 12 a a 1.29 28.84 0.0866 18.40 24 149,7 130.00 120.00 741.90 RCP G 6' 0" _ b -0"
13. ANY REQUIRED STORM DRAIN CONSTRUCTION OR RECONSTRUCTION - VALLEY CURB AND GUTTER - EAt _
ASSOCIATED WITH THIS PLAN SHALL BE PERFORMED AT OWNER'S 22A 22 1.64 _ 1.64 5.00 6.53 0.50 5.36 5.36 O.i EXPENSE. i.36 5.36 0.0217 11.54 15 25.3 752.80 152.10 156J0 RCP F 1 / 16?'O1 2 8" COMRAGTEU ABC ~ - 3" MINIMUM DEPTH
26 25 _ 028 0.28 5.00 6.53 0.50 0.91 0.91 0.1 - UNDER CURB AND GUTTER ~ ae i.91 0.91 0.0158 6.61 15 25.3 748.10 747.10 149.80 RCP G 4j, • ~ 11~. - - SANITARY SEWER STORM `.1 WER WATER ~
14. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING 25 19 0.35 0.63 5.00 6.53 0.50 1,14 206 0.1 UTILITIES PRIOR TO THE START OF CONSTRUCTION. 7AX BLOCK 3897 ,14 206 0.0102 9.72 15 156.3 747.50 745.E 749.80 RCP F i~ \y~ - - 3' ~iINIIOUM OVER 1.5' fAiNl~lUll COVER 3' IAINMUII COVER ° M. Cp _ _ F.
JAMES A. MYERS do CLAUDE J. MYERS 28 27 0.16 0,16 5.00 6.53 0.50 0.52 0.52 0.1 L52 0.52 0.0119 5,65 15 25.3 737.60 137.30 142.00 RCP F TY P I C H { ` ~ 9' 3l • e ~ _ _ _ . _ SECTION
15. DRIVEWAY PERMITS ARE REQUIRED PRIOR TO DRIVEWAY DB 1417 PG 950 21 16 _ 0.32 _ 0.48 5,00 6.53 _0.5D 1.05 1,57 0.1 .05 1,57 0.0133 8.35 15 15.0 737.10 736.90 742.00 _ R~ _ - G. R E_ I NTIA i T ~ DE ~__STR~EI_ -v,~LLEY CURB A~,D GU TE R
CONSTRUCTION. / 35 33 009 ~ _ 0.09 5.00 6.53 0.50 0.29 0.29 0,1 _ - - FlNAL i.29 0.29 0,0119 4.58 15 25.3 732.10 731.80 ~ 136.20 -RCP G _ N(~' 1 ~ SCALE
33 32 0_58 ~ 0.67 5.00 6.53 0.50 1.89 219 0.1 32 31 ...0!93....._._.1.60 5.00 6.53 0.50 304 5.23 0.1 .89 219 0.0358 1.86 15 167.7 131.60 725.60 136.20 RCP _ F _ ~E~~
31 30 0.33 1.93 5,00 6.53 0.50 1.08 6.30 0.1 ~ STA 14+10.57 - 404 5.23 0,0616 9.84 15 133.1 125,40 71720 131.16 RCP F .08 6.30 0.0155 10,17 15 104.7 117.00 709,10 12360 _ RCP F
~ ~ END PAVEIAENT 30_ 29 0.29 ~ 3.73 5.00 6.53 0.50 0.95 12.18 0.1 x.95 12.18 0.0341 15.10 15 143,5 708.90 704.00 716.30 RCP E NOT RELEASED
- ~ ~I END CA:C 1-6'x8'z8' HYD TEE _ . ~ 1-s' GATE vuvL 37 36 1.43 ~ 1.43 5.00 6.53 0.50 4.61 4.61 0.1 - - - ao' R,'w FOR CONSTRUC110N 20'-0" ~ 20, G„ .61 4.61 0.0119 12.85 15 25.3 710.15 710.45 716.94 RCP E _ _ - .
~ / 1-FH ASSEMBLY 36 30 0.08 _ 1.51 5.00 6.53 0.50 0.26 4.93 0.1 7 ~i ~ i' SAN MH/3 3 1-8' PLUG W/ CONC -I- x.26 4.93 0.0103 13.48 15 112.0 110.25 709.10 716.94 - RCP E
~ STA 13+46. THRUST BLOCKING a, C„ 6, 0„ - 24 1.24 0.1001 5.24 15 !105.9 728.60 118.00 741.14 RCP-- E--_._ _'i - - - - _
MARIE B. BALL ~ / 39 38 _0.38 0.38 5.00 6.53 0.50 1.24 1.24 0.1 DB 1473 G 146 / : ~I _ ~ I
~ 'PIPES 5 EO WITH 25-1EAR STORY CAPAgTV. 0 AL AREA 94CLUDES SIOESTREAY AREA - 26'._0°I, G
/i',~~ ~ ~ ~ ~ j ,W - ' / s~ DESIGN CRITERIk
~ ~ ~ ~ r ' - - - ~ . ~ 1. 25-YR DE57GN STORY: INTENSITY = h+T FOR 25-NEAR STORY: - _ ~ ~ ~ _ _ ~ < - 9~( g-112, h 25, T TIME OF CONCE 1 T=11MI ~ 2' SURFACE COURSE, TYPE I-2 - j 5, E OF CONCENTRATION. ~ I U
i ~ ~ / ~ I'` ~ ~ ~ 2. 10 YR DESIGN STORY: INTENSITY = g/(h+T , FOR 10-YEAR STORM. 9=196, h=25, T=TIME OF CONCE ~ ; ~ / / ~ a ~ - 3. ASSUME TWE OF CONCENTRATION TO AN INDINDUAL IEU.ET = 5 YIN. 1 1 2' FOOT s ~ t ~ .5, T=TME OF CONCENTRATION. ~ ~ 1/4' FOOT i2"~f00T Z L i/q" PER FOpT I I/4" PEF FOOT - /4, ~T , _
ss F ~ o~~ 4, ;~I ~ 4. YANNINGS'n' FACTOR: RCP=0.013; CMP=0.024. w ~ 5'-0' CONCRETE S1?NOARO CURB AT ENC OF RCAp 1 ~ C7 w
~ / I• _ _ _ _ o~ s~ 5. RAiIONAt MEIHOD 'C' VALUES: GRASS=0.35; ROOFS/PAVEYENT=0.95. -CATCH BASIN „ , (A5 REIXIIRED) 2 p a I 2 ~ Q
~i~ I --rj ~ ~o l ~ ~ / ~ VALLEY CURB AND GUTTERS '--CATCH BASIN (n Q
I " a N COM ACTED ABC (n Z ' 8~~ COMPACTE(~ ABC-~ CATCH BASIN- J ' O H ~ - 3" MINIMUM DEPTH
~ ~ / r O,y 1 ~ 10' 1NDER CURB AND GUTTER ~ Z Q ~ rvANSmoN I' U W ~
~ VALLEY CURB AND ~ ~ ; ~ _ U
/ ~ 'I / I - rax BLOCK 3897 TEMPORARY T ~i1'~~ ~ ro sTANOARO FRB I , NAROUND _DE1ALl U NO SCALE
. % ~ ~ ~~r Q~J~ JtJ • a I- _ _ _ n eo THE SHERWOOD CO. 2'R- j 2'R ~ ~ O
~ v~ / w p$~ I - - _ Q ~ DB 1494 PG 340 ; ~ STA 10+00 SAN MM ~ ~ ~i p ~ _ ' ti W U1
~ r~ I srA n+1 .34 ; LOT 23C , I ~ _ I a~ r r.- i I y" fix" ~ ~ ~ a .mss
e/ ; ~ TAX BLOCK 3891 ~ 1 ~ 164 36' i i ~ ' l ; 40 ~ ~ z
I ~ ~ k~ ei ~ ~ 0 / / - _ ~ ~ 1 8'xb'x6' HYD TEE rc ~ i ~ ~ ,2„ pER FG01 f'- - - - (n
Q~/ i A /uS ~ _ _ i 1-s' cATE vA~ VE Q I STA 10+115.65+ / ~ ~ J > I~ l 1-FH ASSEMBLY ~ ~ s~~~ L--
STA 12+76.34 1-8'x90' BEND ~ 1_ •x ' f 6x6 6 HYD 1-6' PLUG Wj CONC ~ et ez I 1-8' GATEiVALVE THRUST BLOCKING i , 2"- 7 - - ~ , ~ _ _ a i
29 ! ~ 30 „ ! 1-~+ As~MaY / ~ ~ I I ; ~ ~ ^ CABC ~ MIMMUM
i ~ I € 3 T I ~ ~ l STA 12+33.00 / / i l,r~~~ s I P c ~ g ~ S~Q~ i i ~ / / / END AVEMEN
' ~ I ~ ~ ~l~ . 32 s i I ENO ckc r i ~ ~ w ~q / I JALLEY _CURB _;~,r~~~ _ T _ GU> ~ ER DETAIL 2'-s'.coNCRErE - VALIE;t' CURB AN
~ / Iry~~e 48S 6 ~ BQ07,~` I ~ l / .l i r ~ Ts ~D 5 R - GUTTP,R (1YP} 5'F?
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i i ~ ~ I t • !8' ~ • ROq / \ ~ STA 12+00.18,8.75'RT I ~ sTA 3~"0+~4.96 / ~ e'r_ sAN I ~ ~so o l / \ ~ ~ ~ ~ A ~
_ I ~ STA 9+93.381 sT ~~a99 , , z 33 , ~ / I I 1 +e o e / ~0 ~ c U ~ i S 0.
~ ~ / I I +s sAN MH e~ ~ do ee p ~fi ~ ~ xg ` \ \ 47 I STA 27 4.60 ~f / ~aJ ~ / I I i / ~ G,, \ 1 I I \ w ~ uti
/ ~ ~ \ +e I I l Hr ~ ~ ~ ~ ~ , r u r ~ ,I I \ / I r . ~ 28 / 7, ~ , I I I I t-s• PLUG w/ coNC , K ~ m 1 I THRUST BLOCKING ~ 0. ~ Z U
~ v / I I r 35 'd 1 I ~ ~ , ~ \ 1 I I I I 1NE ERWOOD CO. J \ ~
/ r \ ~ I J SAN AIH /7 ` J \ 1 >e 1 I n I I I StA 10+70.20 ~ 94 PG 340 Q m ~ p1 1 ~ I I ~ I I I I END PAVEMENT D Q ~
~Qr ~ / 7r \ / _ r \ STA 26+64.1 / I _ \ / ~ 8 ~ \ 1 ' ~ _ I - - r 1-6'x8'x8•/~ 2 \ 72 \ \ n I ~ at I I I 1 END GdtG O $ ~ n I I I I e2 m
TERRENCE J. do E A M. MAYR NE ~ ~ ~ ~ \ z-s• GATE vas u ~ 1 I I I I a l 1 Z o
I ~ v ~ DB 182 PG 3120 ~ 20' PRIVATE ~ ~16 \ P`~" ~ ~ 1 I ~ ~ 1~ TORM SEMER°~ STA 25+ 1- ld \ Q1~ ~r ~ ~ 2 I S HI~ 124 I I I : 1 ~ m o \ ~ STA 21+Y5.12 I I S~A N MN y24 1 ~ 1 . I 1 1-6~x6'x6' U w N 2 ' I SAN MH 3 9TA 18+13.81 I I ~ ' ~ TEE 1
/ ~ ~ 11 T / TA 9+9 . ~ ~ ~ SAN MH~/21 I \ ~p ~ ~ \ STA 22+131.54 STA119 47,62 S Al MH 5 ~ 2-~ GATE VALVES W Z Y 1, /2t 1 - _ r DD' 61.DD' F~ I CROSSING st t6+ .oB " ;'W / / , O 3 W L`'I t54 _ g1~oi~ ar: T, _ DRIVE' I a o ee I F
1.- . .I - ! V 1 ~ ~ = q ~ B t _ 1 / ee / U
W W 0, ~Cl AN MH ee ~ ' m_. - ~ /~t ' - ~ W _ ~ STA 15+898 SAN (1H 8A ~ ~ ~ .
1-1 1 z' eLOw o~ 38 „ / ~f~ 4v \ _ / / ~I w t \ 1 s' PLUG w/ ca+c /F 18' t _.11 _ _ ~ ~ - ~ a. 1 / r STA 4+ 53 / _ ~ ' I 10 TIUTY EASEM T -I SAN MH 18 / ~ I
THRUST BLOacINC \ ~4. r i 17 1.. , i C I 1 * Vjp ~ STA 13+65.82 / / / x
,n / ' , ?'s, 1 _ ~ ~ 14 i ~ g9 I 1 I 23 I I I j s ,ro•/ / 4 / /
i ~ 1-8' ~'e `6~ 1 21 I 21 t~ t~ ~ w 1 1 t ~ .>r s~ / ~ 1 tat I I I I ae ~3'~. 1 J~ ~ , \ /
I ' ~ ~ 3-6' GATE V ~ I SAN 1AH /30 ~ ~ MH ~ , ' ~ \ 1 to 1 I I t 1 / , ~ ~ to 1 I i I _ 97 ~ r 1 /v I t 'x6'xs' HYO f TEE 1 i/ t~ 1 ` I I t- 'GATE VAlyE 1 1 P 5 r
STA 11+55.001 ~1~ A 25476.08• ~ 2O toe w ~ Q° \ STA 22+77,02 ~ ~ 9 \ 1 I I 1 ee 1 / \ Z 1- ASSEMBLY' r / ~ ~ ~ ~ PHASE t _ 1 l r ee r l ~ , ~ Q ~ / 1_ T
~ a ~ 1 h° Ae , ~ toe \ \ I92~.@L4CK 3897 1 v I -I ~ / 8~6 xe TEE ~ PHASE U ~ 1 / 8 ~ 2.6' GATE VALVE / ~ V1 ~ V I I i I I J J~ ~ _ ~ ~
ROBERT L. PARKER, JR. ~ ~ e I ~ - - - - / ~ \ ~ 25 ~ J 1 , I ~ 1 1 s ~r ~ / ~w MH /1~ / g ~ ~
DB 1539 PG 464 su z7+g2.2s- - cn~ \ . ~ ~ t-6'?E'xe' TE7 Q O ~ STA 10+08.02 OV .11 • 25 1-6' CA'{E YE t-8'x8' t B x8'x8' TE~ I I I I ~ / / / STA 11+J7.7 UI W - ~ ~ 2}~8' GATE VANES j r J / ~ B ~ / / STA 9+93.16 ~ S O ~ 1_8' CATE VE ne I n1 I I / es / / / t / ~x7 q1T o. U
SAN MH ~ ~U ~ 1-FH Y u TA + ~ ~ ~ 107 S 28 0,27 - 1 _ ' \ ~ I t a ASSEM~LY to I to I ( I "2 ( na I 1 1 x`7.4 / / ez / j. / / t ~ ~ K I I I I 114 1 / / 6 / ~ a
sTA 2a+lo.ao ~ 11435..--_.1'+73 ~ \ `•i' ~ . - _ _ _ ~ w-.h I I I na 1 1 ~1Y,4 / of / 13 ~ $ 1 SrRA1FORDILAKE R I 1 ne / SAN MH _ J _ DAD I 7i
END PAVE11EN1 \ ' ~ SAN IAN \ / of ENO CdtG ~ Ww~ Vf7' 175• 6 v1cP 1 es,6,' 2 s2.~0' I ~ 1 1_ . 1-s>xe•xs' HYV sTA t ° 8 , -..1... 62.00' J 81.00' 58.02. 1 1-B~x~'x8' NYD TE 1tT 1 ~ 71-8 GATE YAL ` ~ ~ O ~
STA 25+ 8.47 \ SAN MH/~10- ` <r~ °w . ,r..,. ' STA 21438.39 w _ _ w ~r-.L J i- KATE VALVE 1 1-FH ASSEM9I.Y ~ j ~ Vt W ~ ASSEMBLY / _ _ tY
APPROVAL OF THESE WATER AND SANITARY SEWER 1-s'xs'xs' HYD TEE 10' unuTV EAISEMENT ~aoo'I Taoo - PLANS DOES NOT CONSTITUTE APPROVAL FOR 2-s' GATE vuvES I ~7 r ~ , , LOT 298 10' U r ue / ~ ~ O O O
CONSTRUCTION. APPROVAL OF CONSTRUCTION I-~ A$SEIABLr i-s'x6~x8' TEE 9fA 2s+17.06 3 1 / /SAN MM p1 1 / STA 20+41.84 Y n 1 ~ _ •1 s ~UTyrEA ,wp ~ ~ 12 / I~X BLOCK 3890 0 0 ~ o 1.841 Y I 3 C~'S'~p ~ ~~iar J 1 1 ~ . ~ ~ ~
-s' PLUG w/ carc I 1-s• f4ATE vuvE I I / 1 ~ , MUST BE FORMAL WRITTEN AGREEMENT. FAILURE 1 I I s ,te 4 1. ~ ,<n~N J ~ ~ I ' (SAN MH 2 I c I w ~0 9 1 ~
~ T T I THRUST BLOCIC~IC ae I 77 I x I ~ i 3A H / / m 1 ~ 0 0 OB A N SUCH AGREEMENT PRIOR TO I 1 / I a~u N BEGINNING OF CONSTRUCTION MALL RELIEVE THE I I I 1 / 11 a ! sTA 1s+~i. I 1 '1. '~lZ 1 S\ a M m 1 1e N I i sANIuH /I3 / 1 w,- ~ _ - . \ j o 0 0
CITY OF ANY FINANCIAL PARTICIPATION IN THIS ~ 2 ~ I I I 1 1 / I Wa I W~, I tT I 1e to I ST 15+94.47 0 U SAN MH 8\ - _ _ _ _ _ p I „ h r ~W7y` ~s, ~D sTA to+~O.e9 \ / o 1 +n I I I I 1 1 re,~.. w ti\ \ Z a m a
m PROJECT WHATSOEVER. I I ? I 1/ / I ~ ca ~ / ~ 3 , ~ I I u r '~1VT 3 \ s 1 ,
m CITY OF WINSTON-SALEM 3 ~ I I 1 / / ~ ~ \ to'x20' SK;N I I 1a 1 • ~ SAN MH t15 EASEMENT I 1 1 tt l 9A 1 ~ sTA 1t+58.62\ o
o KEY NOTE, 1-8' PLUG W/ CONC STA 11+16.00 I , 1 , I aA \ 4 OVERALL t-e' PLUG w/ caHC ea PAw~aT 1 1 1 sAN MH~t ~ \ 1
FIELD CORE EXISTING MANHOLE AND INSTALL FLEXIBLE RUBBER THRUST BLOCKING w BY: BOOT FOR TIE-IN. COORDINATE TIE-IN TO EXISTING MAIN WITH - THRUST BLOCKING ENO CtG 1 r to I STA 12+11. \ ° \
THE CITY OF WINSTON-SALEM UTILITIES DEPARTMENT. BACKFILL s J 1 ( 1 LOT 15C / e I ~ , UTILITY
TO BE COMPACTED TO 1009: OF MAXIMUM DRY DENSITY. LOT 17 LQLiZ9 TAX BLOCK 3891 1 a $ a ~ DENNIS WILKtNSON _ _
STREET & UTILITY DESIGN APPROVED TAX BLOCK 3897 TAX BLOCK 3897 ~B REMOVE EXISTING PLUG AND ENOUGH PIPE TO ALLOW FOR TIE-IN OF ROBERT L. PARKER, JR. DENNIS WILkfNSON 1800 PG 1198 I - \ De I ~ PLAN
NEW WATER LINE. COORDINATE SHUT DOWN OF EXISTING MAIN WITH D8 1539 PG 464 DB 1800 PG 1198 ~ WATER do SEWER DESIGN APPROVED CONSTRUCTION INSPECTOR. ti ~i
a a Lis ~ ~ t11L 11lL t w TAY 9LOd( J89.T
w a JOhW LONOER
mi CI/Y ENGINEER DATE G R DB 584 PG 2?0
APHIC SCALE SHEET
3 D WATER & SEWER SERVICE APPROVED 100 u 50 too
i CC CC) 4W LOT 30E TAX BLOCK 3890
v Co
W UTIUTIES SUPERINTENDENT DATE IN FEET C2
c 1 inch = 100 ft,
OF 9