20090594 Ver 1_More Info Received_20090618

Hugh Creed Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone]
FAX: [phone]
To: Andrew Williams - Project Manager
U.S. Army Corp. of Engineers
RE: Brassfield Station (AKA, Southern Gates)-Greensboro NC; Army Corp Permit
SAW-2009-00408
Andrew,
?R@Iffc_ OW [A 5
JUN 18 2009
DENR . WATER QUALITY
WETLANDS AND STQRMWATER BRANCH
1. The intermittent stream bi-sects a good portion of the development and represents a
substantial portion of the land available for lots in the phase II of the development. I have
discussed some of the alternatives with Norris and we have considered all options but each
alternative comes with compromises and impacts. We considered leaving the stream as is with
out interfering with its channel location and width, this would require the loss of lots
29,30,16,17,9, 10,1 and possible 11 & 28 as well as the relocation of proposed wet detention
pond. This alternative would also require a large water quality device and some sort of
diversion must be used to channel any on site runoff into a water quality device and would
require City of Greensboro storm water management approval. I believe this alternative
minimizes the impact to the intermittent stream the most but would affect the number of lots
and raise the cost of the development the most. I have talked to the developer and the loss of
this number of lots and the expected cost of the water quality structures would risk his
investment in this part of the development. I have also explored the possibility of piping the
oil site flow coming out of the 24" pipe to the buffer limits of the perennial stream, and
leaving the intermittent stream in its present location with its current width, but this option still
requires the loss of a considerable number of lots and would still require a diversion of any
onsite runoff draining into the stream channel to be diverted into a water quality device (wet
detention pond). The removal of the offsite runoff would lead to the intermittent stream to
become nothing more than a drainage channel for on-site runoff. The last option would be to
pipe the offsite run-off and grade, fill the intermittent stream channel to provide more area for
lots, and allows easier collection and treatment of onsite runoff through the use of traditional
catch basins and yard inlets. The last option has the most impact on the intermittent stream but
I believe it will minimize the impact on the perennial stream by allowing the on-site run-off
from the development to be treated in such a way that it will reduce contaminants going into
the perennial stream. The other two alternatives will require either a very large water quality
device or a diversion setup to be placed in the intermittent stream channel to divert a portion
of the runoff into a water quality device to account for any onsite run-off, this diversion would
allow some contaminated run-off to by-pass as not to block the intermittent stream channel.
2. The piping shown on the supplied plans at the rear of lots 22,2 1, and 5 was proposed and
submitted in the preliminary plan to the City of Greensboro for review. Before the site visit on
April 17, 2009 it was discussed with the developer and decided that the intermittent stream (
City of Greensboro/ DWQ map) in question would not affect buildable area on the adjoining
lots and it was decided that the section of piping would be removed from the project and the
stream channel left open and undisturbed. The new set of plans will be provided with this
letter will show the removal of this section of pipe, and it is also know by the developer that
any plans submitted to the Army Corps and DWQ concerning impacts on perennial or
intermittent streams that are approved cannot be changed or modified without prior
knowledge.
3. The proposed wet detention pond at the rear of lots 1 &2 will be moved outside the
intermittent stream channel upstream along the perennial stream to provide treatment for the
P:\Projects 2005\Dixon\Moose LodgelArmy Corp Permit Prop 6-4-09.doc
Hugh Creed Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone]
FAX: [phone]
on site run-off associated with this section of the development. The new location of the wet
detention pond will be shown in the new plans submitted for pre-construction notification
approval. The final size and configuration of the Wet Detention pond have not been finalized
at this time but it is understood that the pond cannot be located in the intermittent stream
channel.
4. The Brassfield Station development is a stand-alone project that does not need the completion
of the City of Greensboro sewer line extension to continue. The proposed sewer line extension
by the City of Greensboro is being performed to remove a lift station and connect to a
proposed manhole on the Brassfield Station development site, this was the information
brought to our attention during the final planning review for phase 1 of the Brassfield
Station/Southern Gates development. The City of Greensboro has not shared or been in
contact with us about the layout and location of the sewer extension project and only informed
us they would like us to-extend our sewer line/ manhole to the property line for them to tie
into.
5. There are only two proposed areas for utilities to cross the perennial stream, both a designed
to have minimal impact on the stream and its buffer areas and will have no impact on the
wetlands area. The planned stream crossing for the road is also the planned crossing for
water. The water line will placed under the proposed road and over the proposed culvert, this
minimized the impact on the stream. The second crossing will be the sewer line tie in
downstream. The area to be crossed is in the flood area below the old earthen dam, to prevent
or minimize impact the sewer line will be bored under the streambed and encased in a 16"
metal sleeve. The ends of the crossing are planned to be outside of the flood way and would
provide access for future maintenance without disturbing the stream. I have highlighted the
boring and sewer line crossing on the included drawing.
DWQ: The Storm Water Management plan has not been completed and turned in to the City of
Greensboro at this time, we have performed a storm water study, performed preliminary calculations,
and a conceptual plan has been reviewed and approved. The City of Greensboro will require the final
Storm water design and BMP design to be submitted and reviewed before the Storm Water
Management plan will be completed. I will forward a stamped approved copy of the Storm water plans
to you as soon as possible.
Thanks;
Will Shaw
P:1Projects 20051Dixon\Moose Lodge\Army Corp Permit Prop 6-4-09.doc
Hugh Creed Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone]
FAX: [phone]
CC: Sue Homewood
North Carolina Department of Environment and Natural Resources
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Ian McMillan
N.C. Division of Water Quality
Wetlands /401 Certification Unit
1650 Mail Service Center
Raleigh, NC 27699
PAProjects 2005\Dixon\Moose Lodge\Army Corp Permit Prop 6-4-09.doc
June 11, 2009
Andy Williams
US Army Corp of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Williams,
The City of Greensboro has designed a sanitary sewer outfall (Derbyshire Outfall) that
includes approximately 1100 LF of ductile iron pipe (D.I.P.). The purpose of this project
is to remove the existing Derbyshire lift station. We are tying into the sanitary sewer
system at manhole #7 in phase one of the Southern Gates Condominium project being
designed by Hugh Creed Associates. It is my understanding that their project is not
contingent upon the construction of our outfall.
I hope this will add clarity to the relationship of the adjacent projects mentioned above.
Please give me a call if I can be of further assistance to you concerning the Derbyshire
Outfall project.
Sincerely,
Ty Chiles, Project Design Engineer
City of Greensboro
336-373-4311
~
" IMIN~ L THERE ARE NO JURISDICTIONAL WETLANDS KNOWN ON THIS N T P R R UMINARY PLAT" - EXISTING IRON PIPE ®EIP
0 0 ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED PROPERTY EXCEPT FOR THE AREAS DELINEATED BY PLAT NORTH - Gf'B. 1, w. as SALES, OR C NOT POR RECORDATION, NEW IRON PIPE 0 NIP SALES, OR CONVEYANCES. a~ ~
FROM THE STATE / GDRPS FOR ANY WETLANDS DISTURBANCE WETLAND AND NATURAL RESOURCE CONSULTANTS, INC. THAT MATHEMATICAL POINT 0 PNT ~i ~c~~ B
AND ANY. STREAM CROSSINGS /DISTURBANCE. ARE DELINEATED AND SHOWN HEREON. TREE ~ ~ ao~'° 9
NGGS MONUMENT
EXISTING YARD INLET ? YI y
DRAINAGE MANHOLE Q MH ~
EX. GATGH BASIN ? GB
r: PROP, GATGH BA51N ¦
PROP. YARD INLET ® _
° TYP. GRA55 5WALE ~ n D n EXISTING MANHOLE Q MH ~ ~
w EXISTING GLEANOUT o GO A
NT TSON PULL I G ~O R/W i ~i PROPOSED MANHOLE ® aRY
DB. 6234 PG. 2121 _ _ _ _ _ _ _ _ _ _ ~
K O ~ EX. FIRE HYDRANT ~ FH EX. WATER METER 0 WM
ZONING: R5-12 l3LOG J EXISTI G USE: E5IDENTI L ZONING MAP ®5, GTION . 2 ZONING: R5-12 ~ ` WATER VALVE ®WV VICINITY MAP
EXISTING USE: VACANT 1 PROP. FIRE HYDRANT ~ FH I ° ¢ 2000'
® BRITISH h100D5 I I R II q e 1 0 O ' ~ ~ ~ O POWER POLE ®PP
16 15 14 • 5~ PG. 72 II I~ I I J / ~ ~ ` ~ PHONE PEDESTAL 0 PED.
13 12 IO , - - - - - - - J 20 UTILITY EASEMENT - .ITY EASEMENT - - - - - - - J / (4)
1 ~ 1 I ` ~ c ~ EIP ~ EIP ~ ~IPI EIP IP ~ EIP EIP EIP SIP E~P
EIP , ~ : , 1 IP .
q ffl~l EIP ~ I 6 100 I IP TO 116 r 1 l 1 M I I \ ~ \ / \ E ~ I- ~ I 3* ~ICJ4' i EI N
~ q\ I I I ~i W I \ \ ~ \ \ I ~ I ~ ~ ~ l c I /
~ ~ ~ 4.0 ~ \ \ ~ \ lu. I \ \ u I 1 I _ 3 ~ ~ o I- 5 ~'~Iw Q m / I O z~~
~ ~M = ~ 4/ d~' i / I~ ~ ~ ~ ~ U SINGLE FAMILY RESIDENTIAL - Iq.64 ACRES.
J. GRANT ROBERTSON, 1 I ~ ' ~ ~ 1 ~ - ~ / / ~ ~--~i / 7 / I ~ ~ ~ ~ a A) MAXIMUM OF 48 SINGLE FAMILY LOTS. -i / ~ _ `J W I B) MAXIMUM HEIGF+T OF THREE STORIES.
\ r - ~ MARK L. ROBERTSON, ~ _ w X13 I
N REALTY r u. . m z W \ ~ ~ ROBERTSO t ~ ~ ~ - ~ \ ~ ~3 I~ ~ ~ I G) DIMENSIONAL REQUIREMENTS BASED ON R5-q. 2) MULTIFAMILY RESIDENTIAL - 1026 ACRES.
\ Q Z~ r \9 ~ DB. 4514 PG. OQ83 ~ ~ 4 ~ p ~ ` \ \ \o, I / _ I- ~ ~ A) MAXIMUM OF q0 UNITS. ,H~'~ ~ / I ~ 0 ~ ~ O_ / B) UNITS DESIGNED FOR SALE.
N Z I < \ y~ . Q - \ \ \ ~ / / ( { G) MAXIMUM HEIGHT OF THREE STORIES OF HABITABLE SPACE WITH
ZONING: R5-12 I ~ ~•2 \ m \ \ ' ~d f / ` P0551BILITY OF PARKING UNDERNEATH BUILDING.
1 x - 1 r r r 1 EXISTING USE: RESIDENTIAL ~ ~ \ ~ W ~ ~ \ I ~ I I / / 1 ' ~ / ~ EIP ~ D) DIMENSIONAL REQUIREMENTS BASED UPON RM-8. _ / E) ONE CURB GUT ON NEW GARDEN ROAD TO ACCESS RESIDENTIAL
' 1 MH~21 I DEVELOPMENT. .
\~IA R MALI ~ 1~4 tli ~i I~ 6 ~ ~ I ~ - " bQ , ° I F) MAIN ROAD FROM NEW GARDEN ROAD AND GUL-DE-SAG ROADS ~ ~ ~ IN SINGLE FAMILY AREA WILL BE PUBLIC STREETS, BUILt TO
I ~3 \ Ib _ t~ p! n \ A- 0 ( ~ a - - / ~ ~ ~ - car r tr / ~ ~ I ~ J t I J GREENSBORO DEPARTMENT OF TRANSPORTATION (COOT)
\ o I,n .l \ ~i N ~ l ~ ~ j J I STANDARDS,
r ~ \ ~ I 3) GOMMERGIAL/GENERAL BUSINESS - 4,116 ACRES. ~ ~ //~1 ~ UAL ~ G JO R/W A) ALL u5E5 PERMITTED IN 6B, WITH THE EXCEPTION OF THE
\ ~ \ ~ 1 4' S ~ 'EI9 EX. HYD. FOLLOWING: AGRICULTURAL U5E5; RECREATIONAL U5E5; THE
(t ~ - \ ~ ? to I ~ ~ ,li ~ ~ W , FOLLOWING BUSINESS AND PROFE5510NAL SERVICES; AUTO RENTAL
~ i " % ~ ~ ~ WV ~ OR LEASING; BOAT REPAIRS• BUILDING MAINTENANCE AND SERVICES; ~ ~ ~ / / ' ~ EQUIPMENT RENTAL AND LEASING; FURNITURE REPAIR SHOPS;
PHASE I 1 / , ~ `a ~ / , ~ ~ /g i I _ ~ II ~ v~ _ ~ ~ - t * / / ~~Ij TGA ~ rIP LAUNDROMATS, COIN-OPERATED AND/OR PLANTS; MOTION PICTURE
BRASSFIELD PIRc~=ESSIONAL CENTER \ J i - - 4 ~ I~ D151URBANGE PRODUCTION PEST OR TERMITE CONTROL SERVIGES• PROFE5510NAL 4 ~ ~ I
- , ~ N MEMBERSHIP ORGANIZATIONS; TAXIDERMISTS; TELEVISION, RADIO
III ~ \ \ ~ I It ~ , ~ '2. / 5q' 7 ~ , ( I OR ELEGIRONIG REPAIRS; TOURIST HOMES; TRUCK AND UTILITY TRAILER RENTALS; VOCATIONAL, Bu51NE55 OR SECRETARIAL ' / ~ 5q' IDESGGGATED I 8 BLOCK "H" SCHOOLS; OUTDOOR ADVERTISING SERVICES; TRANSPORTATION,
ZONING: GD-GO-M I ~ I \ ~ , ' / ~ ~IRAINAGEWAY O WAREHOUSING AND UTILITY USES; MANUFACTURING AND INDUSTRIAL
EXISTING USE: O~IGE . , r//-' r , \ ~ a ~ / ~ lri' ~ / . \ / ' ~ OPEN SPACE I u5E5; AND OTHER U5E5: ARTS AND GRAFTS SHOWS, CARNIVALS
1y h / /i r, ~ \ 4 / , t 1~ \ \ \ t II 4 ~ I I 4 ` 2g4bq SFt - - - - - - - AND FAIRS. I ~ Iq 114' IP B) MAXIMUM SQUARE FOOTAGE OF DEVELOPMENT SHALL BE LIMITED
/ '111 ? __w~ ~ ~ ~ , , TO 50,000 SQUARE FEET OF 6FA.
® ~ ~ / ~ I - ~ G) NO PYLON SIGN WILL BE PERMITTED WITHIN PROPOSED
DEVELOPMENT. ALL 51GNAGE ALONG NEW GARDEN ROAD FRONTAGE r0 ~ WILL BE MONUMENT 51GNAGE, LIMITED TO 51X FEET IN HEIGHT, WITH
/ \ +/!t "'1• / \ l . ~ / Ul ~ I I GA ARE t0 BE PROTEG'f~D _ \ ~-~e~,. ~ i 'fTSF _ ~ f ~ ~ ~ ~ ~ Sr~EtY ~eNCrr~ SAFETY FENCING SIGN AREA IN COMPLIANCE WITk THE CITY OF GREENSBORO ~ I~N9,'A5 NEEDED, MAP 2 DEVELOPMENT ORDINANCE.
PROPOSED / \ \r~ ` \ ~ I - ~ 1 II oR sus r~NUr~. A5 NEEDED. uNE ~ \v\ - 1 0 ~ oY 1 ~ $ ~l ~ r
GROSSING- 80RED E SLEEVED / ` \ , ~ \ ~ \ \ ^ ~ ~ ~ ' Q ~ ~ ! FRIENDLY ACRES NORT4~ D) SITE LIGHTING WILL BE DE51G1~ED IN A MANNER TO ELIMINATE DIRECT ILLUMINATION ONTO ADJACENT PROPERTIES AND THAT SITE.
- ' ~r.~~s \ ~ ~ \ \ ~ ` ~ 7? D ~ ` ZONING: - ~G: _ PB. ~ PE7.88 LIGHTING STANDARDS AND FIXTURES NOT EXCEED 20 FEET IN HEIGHT. J ~ E) BUILDINGS WILL NOT EXCEED r4iREE STORIES IN HEIGHT..
/ F) ALL TRASH HANDLING AREAS WILL BE aGREENED FROM Pt~LIG VIEW.
. : , ~ \ \ \ lam. CITY OF GREENSBORO G) THE PROPERTY M~IILL BE DESIGNED AND DEVELOPED IN A UNIFIED
/ ~ ,e / oR SILT A5 ~ ~ 1 _ {?~I ~t' FLOOD PLAIN 8 OPEN SPACE MANNER AND WILL INCORPORATE SIMILAR AND COMPLEMENTARY i _ / ARCHITECTURAL FEATURES,
Q` / ! ~ dl~ i, eta" / sp~ ~ ~ ~ ~ } i / vA ~ ~ / NOTES H) MAXIMUM OF TWO CURB GUTS A5 APPROVED BY GDOT.
/ / / 'Tr- / ~ / ~ - DRAT Y AND OPEN SPACE
DEDICATION WILL HE MADE TO SITE DATA4 T'HE CITY OF 6REENSf30R0 AS
RE(~IRL~ ~ ORDINA~'II~iE I. TOTAL AREA = 32.461 AGt
3Q-$-I3:Ie AND J~GG~PI'AHI.E BY NEWLY DEDICATED NEW GARDEN RD. R/I^t = O.Ogb AGt
6REEPl580R0 pay ANp TOTAL REMAINING = 32.365 AGf
RECREATION DEPART?~NT, Hl1T PHASE I: TOTAL = 12.105 AGf WILL NOT ~ LESS T'MAN Tip AREA COMMERCIAL DEVELOPMENT = 2.552 AGt
/ ® ~ y ~ I EQUAL TO 100 4~T OF ~AGN 51D~ AREA IN PROPOSED R/W = 0.426 AGt
OE THE GREEK. AREA FOR DEVELOPMENT = 2.126 AGf (LOT I)
\ / \ MULTI-FAMILY DEVELOPMENT = 10.153 AG3
' ~ ti7? ~ \ \ \ \ ~ \ c!t M i' _ ` ~ 1 ? 135 \ \ EIP ~ \ \ / \ \ ti 'i = ~ t \ AREA IN PROPOSED R/W = 0.821 AGt
AREA IN DRAINAGEWAY d OPEN SPACE = 2.Tfl AG± AREA FOR DEVELOPMENT = 6.561 AGt (2 LOTS)
Z N
~ _ - / s~ _ \ ttf \ \ ~ J ~ ~ ~ \ Cam. , ~ ~ b~ / \ \U ~ ` \ / ^ \ ~ 95q L.F. STREET PROPOSED
1 \ \ 134 \ p \ ~ 1 / \ ~ ~ \ PHASE ii: SINGLE FAMILY DEVELOPMENT = Iq.660 AGf
y. \ ~ \ / / / I \ / II ~ i e AREA IN PROPOSED R/W = 3.304 AGt AREA IN DRAINAGEWAY rE OPEN SPADE = 3.485 AG±
\ \ \ al 1 ~ Y~ 1 \ ~ \ ~h 1 1 \ \ ~ \ ti I \ \ /i / ~ r n AREA IN COMMON ELEMENT5 = 0.122 AGt
\ \ it ~ / \ ~ 1 AREA FOR DEVELOPMENT = 12.14q AGt
\ 11 I ~ \ ~ _ I 133 48 LOTS PROPOSED.
2313 L,F. STREETS PROP05ED;
,r ~ II\ I - ~f \ 1. THE APPROXIMATE t00 YEAR FLOOD LINE AND 2. TAX MAP. AGL 3-115-1q2-3, t4, 21, 22, 24 - 28, 34, 8 35
\ r 1 \ \ - ~ I I / 13b \ ~ ~ ~ ~ EII~ 11 \ _ ~ 1 1 ~ \ I \ \ 1 ~ \ ~ \ \ FLOODWAY SHOWN ON THIS PLAT ARE TAKEN 3. REFERENCES: DB. 5522, PG. 422; DB. 3843, PG.813; FROM FLOOD INSURANCE RATE MAP NUMBER DB. 23g8, PG. 305; DB. 2gg1, PG. 521; DB: 311q, PG. 8q2;
~ _ , I ~ I ~ MAP 5 ~ 3110184600J, DATED AUGUST I8, 2005, DB, 4363, PG. 1584; DB. 288q, PG. 356; DB. 2334, PG. 56;
I \ \ ~ 1 ! ..mot ~ Q- o,C, 1 I I I ~ ~ \ 1 ~ . TON ~ 8. PROPERTY 15 IN GREEN5BOR0 WATERSHED, W5-III, DB. 4632, PG. 118; 8 DB. 4632, PG. 722
O ~ ~ I I i~ / ~ ~ - ~ 0 ' ® s, I ~ \ I T IENDLY AG ~ Iii ~ r ` ~ ~ GENERAL WATERSHED AREA, 4. ZONING: GD-PDM
Is, I I I ~ ~ ~ / 1~ EXISTING U5E5: PRIVATE GLUE; SINGLE FAMILY RESIDENTIAL;
~ I I , \ .121 PC. 042 I V if ~ ~ / ~r'Y ~ / ~ \ U AND WOODED LAND,.
r ~ r / \ ~ EWER NOTE= ALL EXISTING BUILDINGS, AND ROADS ARE TO BE REMOVED EXGEP7 A5 NOTED.
\ ti t~ e/ / ~ t . i~.. ZONING• R5-12 V ~ L~ \ 1 / EXISTING USE. RESIDENTIAL / Q ALL EXISTING UNUSED WATER/SEWER 5. ALL PROPOSED PARKING AND LANDSCAPING WILL BE SHOWN
~ O ~ ~Pt ~ ~ ~ LINES TO BE ABANDONED TO THE MAIN. oN INDIVIDUAL SITE PLANS FOR GOMMERGIAL AND
/ ' / / ~ ~ i 'g ~ , ~ / ) l MULTIFAMILY DEVELOPMENTS A5 REQUIRED.
13l ~ J ~ \ \ \ O / I.
b. TREE CONSERVATION WILL CONSIST OF TREES 4" OR LARGER IN THE PROPOSED TGA'S. USING DESIGNATED
~ / \ ~ ~ ~ \ \ ~ o G / !~T®N s ' t a ~ AREAS IN DEDICATED DRAINAGEWAY d OPEN SPACE 1~ 6~ ~ TO MEET TREE CONSERVATION REQUIREMENTS FOR ALL
~ ~ \ z G •l , y T FRIENDLY AG ~ Q LOTS WHER REQUIRED. SEE NOTES AND TABLE OF
4 T ® ~ J\ ® \ / _ .124 . II® .I~~~ ~ t7 ~~G~ AREAS.
~ "9 P k 1 ~ ~J / ZONING: RS-12
! ~ NI ~ EXISTING USE: RESIDENTIAL ~b~4~~~~ D ~ D 5 q
/ ~ ~~T~~atas~~ N~,4 TER SKETCH PL~4N
a~~ ~ \ / ~ \
I - ~ \ ~ I / /
a
/ ~ I E1. TI ON
I FOR RESIDENTIAL OR NONRESIDENTIAL USES PERMITTED, NOTE THE ENGINEERS GEF E ENGINEERS GERTIFIGATION OF COMPLETION WILL BE MORCHEAD TONR~HIP BUILI~ORD GOUNIY
/ t REQUIRES PRIOt2 To THE F THE FINISHED FL0012 ELEVATION OF ANY 5TRllG'NRE MU57 ® / OCCUPANCY. THE STORMI^JI ~ PRIOR TO THE FINAL PLAT OR GERTIFIGATE OF ICY. THE STORMWATER CONTROL 15 TO BE INSPECTED TO 2000 NEW 6ARD~1 ROAD
BE LOCATED ONE fl) FDOT OR MORE ABOVE BASE FLOOD ® / ENSURE IT 15 R1IJGTIONING ELEVATION. HEATING AND ELECTRICAL EQUIPMENT INSTALLED / / VOLUME PRIOR TO 155UAW i 15 FUNCTIONING A5 DESIGNED AND HA5 FULL DESIGN 8'REJEN580R0, NORTM CAROLINA PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
p BELOW THAT ELEVATION SHALL BE FLOODPROOFI:D. / DATE: IIlB/O6 SCALE: I" = 100' SHEET: I OF
I NOTE: THE PROPERTY OYA F 2J FOR NONRESIDENTIAL STRUGTURE5 PERMITTED, ALL ° RESPONSIBLE FOR MAINTp E PROPERTY OWNER (OR HOMEOWNERS A550GIATIOW IS IBLE FOR MAINTAINING THE STORMWATERC.ONTROL(5)'T,^ 1~1 '1/'~IJ 1'®®CC11 A [~r<?A^1 ATCC lil/'~ ® A
PORTIONS OF THE 5TRUGTURE MU5T M MCUVt-KWrtu Iu ,JrJL7 ITiv i EW"R rv+mirrwn.r rLnn r~rw vnc~c.nvn nWVn ~RbrV MaVvVfM' GV/ 'frV®' r~Me ,1TY of 6R EEN5BORO.
AN ELEVATION AT LEAST ONE OJ FOOT ABOVE BASE FLOOD of THE clrY of 6REEN58 D ELEVATION. HEATING AND ELECTRICAL EQUIPMENT' INSTALLED
MPH THAT h/ATION $NAI-1. FLOODPROOFED. ALL NOTE: A DMIJE WILL BE DE DKE WILL BE DEDICATED OVER AND 15 FEET AROUND THE CONSULTING ENGINEERS & LAND SURVEYORS I AN AGG€§§ €MEMENT WILL BE DEDICATEE) FROM TIt
FLOODPRDOPINd WALL W CERTIFIED d'(A ~OPE99i®NAL DMP AND AN AGG€§§ €A§ TREET TO THE OWE FOR THE BMP.
" ENSINEER REGISTERW IN NORTH CAROLINA. PUBL IG STREET TO THE DN E GITY OF 6REEN-00RO AND THEIR A5516N5 HAVE RI64T P.O. BOX 9623 PHONE: [phone]
Q CC THE ACCESS GI?Y THE OF GREEN 0RMWA 33 NO ENCROACFMEWMEVELOPMENT INTO FEMA MOTE: MAINTENANCE, A5 NEGESS, 55 THE 5T0RMHATER GONTROL(5) FOR INSPEGTION5 OR 1306 W. WENDOVER AVE. OR 336 275-8084 kW-E, A5 NECE55ARY, REVI5EP: l/6/0l-GITY COMMENTS-RWJ GREENSBORO, N.C. 27408 FAX: [phone]
RE6UJ4TED FLOODWAY ALLOID.
REV15EP: 5/28/0"7-CITY G0MMENT5-RWJ e-mail: hca®triadbiz.rr.com
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V • o HUH 'CREED t7 { 8 I NC., P.A. SEAL REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE E
CONSULTING ENGINEERS & LAND SURVEYORS d. DATE BENCH MARKS JOB NO. P - CITY GREENSBORO
14727 DESIGNED BY ENGINEERING DIVISION
N %Z WATER MAIN A5-BUILT-RWJ ROADWAY REV 03/10rob- o o.' ~ PIA, BOX 9623 PHONE; X36 275-926
RM 02M/O-ADDSD 6 STUD OUTS•RHJ SEWER REVS 0210b10b-MOVED Cb2 t 3-RWJ 1306 W. WENDOVER AVE. OR 336 275-8084 DETAILED BY 5TRATT N HILLS DRIVE SHEET NO.
eel S C~'~•` t~ eqe PZV, IV2'I10'1-0.111' WM~-ENTS-RWJ GREENSBORO, N.C. 27406 FAX: [phone]. WATER 3/10/08 unu CHECKED BY FROM NEW GARDEN R.D. - 0+00 - TO 1+25 - END PHASE ONE OF
REVc 0n/21/01-CITY COMMENTS-RWJ a-moil: hco33790triodbiz.rr.com Q SIDEWALK SCALE: I" = 40' H.; I" = 4' V. TO q25' EA5T OF NEW GARDEN ROAD

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P051TIC d t Po5lrioN d BEfO(~ YOU qG
10 ~ f II ~ ' ~ U~ \ + a+ IN51DE DROP -PLAN ~
.fl 8 VI ~ ® / a:
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N \ c,~ A- WL WITH OPI FO LINE HOOD ~ rn ~ ~a e
T. ~ ~ ~i \ (ATTACHES WITH 4 5.5. E~OLTS, FITS A-4 d A-b) N s ~ 5' DIA. (MINA ~ ~ z
I~'s:b ~ _ ~fi~'6b ~ N ~ ® t RELINER IN51G RELINER IN51DE DROP a a TRIM PIPE TO 2" MAX. 80O 632-4949 ~,~a
- ~ ~ i ~ ti ~ ~ 3 ® Bowl sECUI BOWL SECURED WITH V N07GH BOTTOM EDGE a AVOID U1g1iY DAfaAGE
--b18 - v v ~ i ~ STAINLE'. /e \ STAINLE55 STEEL a ?X' 7~ BOLTS a ~
3 IsRl2 13 PR . 8" IP 5 BL
ID \ ~ J
.0 ~ \ VICINITY MAP
` I ° = 2000'
~ , d \GOMPRE5510N GOUPLINC LEGEND OF SYMBOLS
r r \ I Iq ~i e ~ . / ! w ~ ~ MORTAR PRDP GaTGH Ea~~N ~
u. \ 7bS ~ ~3 t, s ° - ® FERNGO FLI FERNGO FLEXIBLE [;.l PROP YaRG ti~.~""
~ ~ e COUPLING OF RR tt COUPLING OR EQUAL ~ 1; ~ PROP 5"ORM GR~~''~' ~'~'~~'~LC
zo ~ Q EX FIRE HYDRANT (HYD)
/I~~v.:. ; , RELINER STA RELINER STAINLE55 + PVG SEWER PIPE ~ PROP FIRE HYDRANT (HYD)
f 2 6 3 6 ~ , ~ STEEL 51RE STEEL STRAPS OR ' x ® WATER VALVE (WV)
d ~ EQUAL. SEGt ~ ~ STRUGTUR EQUAL. SECURE TO a. srRUCruRE wlrH ¦ 3/4" WATER METER (WM)
W~ ~ 2 STAINLESS 2 STAINLE55 STEEL Q EX 5AN 5EW MANHOLE (MH)
~ Ai n BOLT5.5TRA " ® INTERVALS (MIt` BOLTS. STRAP AT 4' ~ ® PROP 5AN 5EW MANHOLE (MH) INTERVALS (MIN. of 2) . • PROP GLEANOUT (GD)
I N.T.S.
G 21 I II II ~ ~ THE A-6 BOWL WILL SERVICE UP THROUC~FI FULL 8" INLET. GAN ® PROP BAGKYVATER VALVE ($WV) e:;~: ~ CLUE FITTING
'A ~ Q.N BE USED FOR ID" AND 12" INLET MODERATE PLOWS. ALL 51ZE5 W~' ~ BELL S SPIGOT ~ 3" MIN. SWEEP ELBOW
" ~p ~U 4 i' ARE POR RETROFIT OR NEW GONSTRllGTION. FABRICATED IN a 6S' ~ ~ ~ MARINE GRADE FIBERGLA55 AND FINISHED IN BRIGHT WHITE ;;t ; . ; EMBEDDED IN + :.a GONG. AT 45°
M ~ - 10 i GEL GOAT. e, ~ e ~ ' ~t -~~a ~ + W/ SEWER FLOW u
~ w ® 1 U.5. PAT. # bOT4130 :a..:. ..:;r~ ' NOTE: ALL 4 SEWER SERYIGES THAT TIE INTO
22 ~ MHMII e ~ I °e ADDITIONAL PATENTS ~j ® ~ °o® PENDING MANHOLE MUST DO 50 ,4T SHELF.
i ~ ~
. ~ .n~ e I NOTE: ALL CONSTRUCTION SFIALL CONFORM TO CITY OF
IN51DE ®ROP GONNEGTI®N GREENSBORO STANDARDS AND SPEGIFIGATIONS.
NOTE: MANHOLES DUT5IDE OF PAVED AREAS N.T.S.
TO BE 24" ABOVE FINISHED GRADE, NOTES: ~OT~ES:

I, ALL IN51DE I ALL IN51DE DROP CONNECTIONS FOR SERYIGES AND COLLECTOR SEWERS SHALL U5E THE NOTE : GOVT GTOR TO F ELD DER FY
DROP BOWL DROP BOWL A5 PRODUCED BY: RELINER-DURAN, INC. 53 MT. ARCHER RD
LYME, GT 06371 1~OG~4TI ON 0~ ALL ~X15T NC UTI L I TI ~5.
i ~ NOTE: ANY PLACE WHERE A SEWER LINE IS LESS THAN 25' HORIZONTAL 2. SECURE DRS (860)434-02?i FAX: [phone]. SECURE DROP PIPE TO MANHOLE WALL WITH RELINER-DURAN, INC. STAINLE55 STEEL
FROM A STREAM OR BODY OF WATER, AND 15 BELOW BOTTOM OR AD.USTABL AD.USTABLE CLAMPING BRACKETS.-
3. THIS DETAII NORMAL POOL ELEVATION, OR WHERE RUNNING GROUND WATER 15 4. DROP PIPE 3. THIS DETAIL SHALL BE USED ONLY WHERE APPROVED BY WATER RESOURCES DEPARTMENT. DROP PIPE SHALL BE SAME 51ZE A5 INLET SEWER PIPE.
ENCOUNTERED, ANTISEEP COLLARS WILL BE REQUIRED AT I50' S. DROP PIPE i. DROP PIPE SHALL BE SDR-35 PVC.
IN RV I H A NIMUM F I R IN MENT. PR oSED TE 5 W T MI 0 PE E SEGE b oP AL L l I 18" RG PROPOSED CONNECTION 70 BE USED WHERE "X" EXCEEDS 2'-0" FROM INVERT OUT. SCALE.
I" = 40' HORIZONTAL i" = 4' VERTICAL
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, HUGH CREED ASSOCIATES,
IC, P.A. - DATE BENCH MARKS JOB NO. P - CITY OF GREENSBORO
c SEAL REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT RUTH. DATE BED 10727 CONSULTING ENGINEERS & LAND SURVEYORS - - -
'•0 0~.• ROADWAY DESIGNED BY __-ENGINEERING DIVISION
N I N y'~.• REVISED: 01/241/0Q - GIN COMMENTS - RWJ P.O. BOX 9623 PHONE: [phone] SEWER '•~i P .o ` . S 1. REVISED: 01/27/04 -CITY COMMENTS - RWJ - - DETAILED BY 5RA55FIEL1;) STATION SEWER OUTFALL SHEET NO.
Z. 1306 W. WENDOVER AVE. OR 336 275-8084 REVISED: 01/12/001 - DEVELOPER REVI510N - RWJ GREENSBORO, N.C. 27408 FAX: [phone] WATER CHECKED 8Y - SOUTHERN C AST E5 CCNC7CM I N I UNI
REYISM 10/51/00 - CITY 00MMMCNTS - RHJ b A TRI I - E-MAIL: C ~ AD@ Z.RR,COM
SIDEWALK SCALE: I" = 4" V.• I'" = 40' H. rROM MH #6.. - 0+00 TO 3+12.44 - MH #12