19990577 Ver 1_Complete File_19990602

Soil & Environmental Consultants, Inc.
244 West Millbrook Road • Raleigh, North Carolina 27609 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
US Army Corps of Engineers
Attn: Todd Tugwell
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Dear Mr. Tugwell and Mr. Dorney:
May 28, 1999
JuN 2.,6: E - DWQ
etl ds Group
??`A?yDS GRS Z10 ` ohn Dorney
wpStiR ?p??t'? 4401 Reedy Creek Road
Raleigh, NC 27607
The purpose of this letter is to notify you of our client's intention to utilize Nationwide
Permit 26 for the project known as The Bond Park Senior Center. The project is located
near Cary, NC. The site is shown on the attached site map and USGS Topo Quad vicinity
map. Eric Alsmeyer approved the wetland delineation shown in 1991 and authorized
impacts NW 26 for the entire jurisdictional area via non-reporting (see attached Soil &
Environmental Consultants, Inc. letter).
A Nationwide Permit 26 will be necessary to impact 0.006 acres (see map) of
jurisdictional waters above headwaters for redevelopment of the site. (see attached site
plans). The site was developed into a compost facility but not all impacts completed. It
will be redeveloped into a senior center. .
Wetland impacts are to less than 1/3 acre and less than 150' of channel.
An agent authorization form is enclosed. The project is in the Neuse River Basin. Danny
Smith of DWQ met on-site to verify buffer areas. No impacts will occur to buffers
identified by Mr. Smith.
Please call if you have questions or if you intend to perform a site visit. I would like to
receive written confirmation that my client is eligible to utilize the non-reporting NW26
permit. The channel impacted is "unimportant',.'. The channel upstream of the Neuse
buffer start point that "may" be jurisdictional is less than 150' in length.
Sincerely,
Kevin C. Martin
President
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Branch Office: 231 16th Avenue N.E. • Hickory, North Carolina 28601 • Phone: [phone] Fax: (828) 49??
.
? ?S`Wil& Environmental Consultants, Inc.
1125 Cedarhurst Drive ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone]
September 19, 1991
U.S. Army Corps of Engineers
Raleigh Field Office
Attn: Mr. Eric Alysmeyer
11413 Falls of the Neuse Road
Wake Forest, N.C. 27587
Dear Mr. Alysmeyer:
The purpose of this brief letter is to convey to you my under-
standing of the conclusions reached during your 9/17/91 site
meeting with Mike Ortosky of S&EC at the proposed Cary Public
Utilities, Leaf Storage project, Bond Park, adjacent to Highhouse
Road in Cary, Wake County, North Carolina.
As we discussed on-site there are no wetlands inside the proposed
project area, however, the project will impact one gully "above
headwaters" area with "evidence of flow". After walking the
project site you felt that the proposed work could be covered
under a Nationwide 26 permit for fills less than one acre. At
your recommendation we are requesting approval under the
Nationwide 26 permit. The total impacts to Waters of the U.S. is
approximately acres. The location and square footage of the
impact is shown on the attached map. Even though impacts less
than one acre above headwaters do not require prior notification
we are requesting written verification of Corps approval for this
work for our client's records.
Please call if you have questions or need anything further to
authorize this project.
Sincerely,
Kevin C. Martin,
President
Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits
On-Site Waste Treatment Systems, Evaluation and Design
_ t CARY QUADRANGLE 1:,11-
-31 CNORTH CAROLINA
77 L
7.5 MINUTE SERIES (TOPOGRAPHIC 1
lI ?/
\ ?1 I U SE/4 DURHAM SOUTH IS'pUADRAN Ch
OLE
--f?K- •
Watet•y
?,50
35.
f '
5D
ISp
OSdI
1 _
/,`??? ? ? I ? _H ??I',? ? -? ? - -'\ ?\ --:' ? r O' ,? .I ?? ? •??T? `I. LSD ?\?, V _1 /?
334
J
j
y??r
01
3 343
'( ?(C \(( - ?•
%
400
?? ? n /,,?? ? ??) /- ? y ?cam, . • ? o ? 1 ??
5255 !l/ NE
I SCALE 1:24 000
* ?T z 0 1
MN 1000 0 -----
GN 1000 2000 3000 4000 5000 6000 7000 FEET
I .5 0 I KILOMETER
124 MILS 231°1T ILS CONTOUR INTERVAL 10 FEET
M
NATIONAL GEODETIC VERTICAL DATUM OF 1929
I11M GRID AND 1987 MAGNETIC NORTH
DEC[INATION AT CENTER OF SHEET IHIS MAP COMPLIES wlrH NAIIONAL MAR ACCURACY SIANOARUS
FOR SALE BY U. S. GEOLOGICAL SURVEY
DENVER, COLORADO £30225 OR RESTON, VIRGINIA 220`32
If '.I
hirple h,HrhmI'in,II,..IIeS dn';I t0 he `;uhm''r e(l A Fnl_I)PH Uf ;CHIIIIN(i TOPOGRAPHIC MAPS ANI) r',YMHnI IS AVAII AIII I I IN P1 ')I
Soil & Environmental Consultants, Inc.
244 West Millbrook Road • Raleigh, North Carolina 27609 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
May 28, 1999
US Army Corps of Engineers = Re E - DWQ
Attn: Todd Tugwell eds Group
6508 Falls of the Neuse Road SQ ohn Dorney
Suite 120 wpStiR 4401 Reedy Creek Road
Raleigh, NC 27615 Raleigh, NC 27607
Dear Mr. Tugwell and Mr. Dorney:
The purpose of this letter is to notify you of our client's intention to utilize Nationwide
Permit 26 for the project known as The Bond Park Senior Center. The project is located
near Cary, NC. The site is shown on the attached site map and USGS Topo Quad vicinity
map. Eric Alsmeyer approved the wetland delineation shown in 1991 and authorized
impacts NW 26 for the entire jurisdictional area via non-reporting (see attached Soil &
Environmental Consultants, Inc. letter).
A Nationwide Permit 26 will be necessary to impact 0.006 acres (see map) of
jurisdictional waters above headwaters for redevelopment of the site. (see attached site
plans). The site was developed into a compost facility but not all impacts completed. It
will be redeveloped into a senior center.
Wetland impacts are to less than 1/3 acre and less than 150' of channel.
An agent authorization form is enclosed. The project is in the Neuse River Basin. Danny
Smith of DWQ met on-site to verify buffer areas. No impacts will occur to buffers
identified by Mr. Smith.
Please call if you have questions or if you intend to perform a site visit. I would like to
receive written confirmation that my client is eligible to utilize the non-reporting NW26
permit. The channel impacted is "unimportant". The channel upstream of the Neuse
buffer start point that "may" be jurisdictional is less than 150' in length.
Sincerely,
Kevin C. Martin
President
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Branch Office: 231 16th Avenue N.E. Hickory, North Carolina 28601 • Phone: [phone] Fax: [phone]
aL
•
Soil & Environmental Consultants, Inc.
1125 Cedarhurst Drive ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone]
September 19, 1991
U.S. Army Corps of Engineers
Raleigh Field Office
Attn: Mr. Eric Alysmeyer
11413 Falls of the Neuse Road
Wake Forest, N.C. 27587
Dear Mr. Alysmeyer:
The purpose of this brief letter is to convey to you my under-
standing of the conclusions reached during your 9/17/91 site
meeting with Mike Ortosky of S&EC at the proposed Cary Public
Utilities, Leaf Storage project, Bond Park, adjacent to Highhouse
Road in Cary, Wake County, North Carolina.
As we discussed on-site there are no wetlands inside the proposed
project area, however, the project will 'impact one gully "above
headwaters" area with "evidence of flow". After walking the
project site you felt that the proposed work could be covered
under a Nationwide 26 permit for fills less than one acre. At
your recommendation we are requesting approval under the
Nationwide 26 permit. The total impacts to Waters of the U.S. is
approximately acres. The location and square footage of the
impact is shown on the attached map. Even though impacts less
than one acre above headwaters do not require prior notification
we are requesting written verification of Corps approval for this
work for our client's records.
Please call if you have questions or need anything further to
authorize this project.
Sincerely,
Kevin C. Martin,
President
Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits
On-Site Waste Treatment Systems, Evaluation and Design
11/17/98 09:09 919-469-4344 TOWN OF CARY PAGE 01
Tows of Caj
North Carolina
November 16, 1998
Mr, Kevin Martin
S and Ed
244 Mitroo
Raleigh, C
FAX TRIANSMU
Dear
This
Park
SION: 846-9467
serves as permission for you to enter Town p
other consultants and officials in order to con
1 that you hope to visit the site on Thursday,
help.
Sincerel
?? 1?3'
Mary G_ Barry, Director
Parks, R6 creation, and Cult al Resources
wwwx1.cary.nc.US
P,0. Box 8005 Cary, North Carolina 27512-
An Equal Opportunity Ehpl
k Road
27609
operty at Fred G. Hand Metro
uCt site evalin<iAn Ntivities, I
1` ovember 19. Thank-you for your
[phone]
t CARY QUADRANGLE ,4JA1
CF?;
NORTH CAROLINA
7.5 MINUTE SERIES TOPOGRAPHIC
SE/4 DURHAM SOU-ni 15'QUADRANGLE I ?_ I 1 ?i VA ?8ry Ch
"fo
,
Water,
Tank y
-Z 17
3. \\\
oles
3 50,
? !;"- ?o '' `??) ? ? ' _.? __ / i.1 ?? '? ?? ? C X31 ; •? '
Vr-
?'
1? 'j 4/6
J,
-416
/ '?? p'' 1 L / I r l?.
141
,
-IL
`Y t_
7
1/0
1/0
110
__j
o ? /j •//;
5255 /// NE
SCALE 1:24 000
* 1 _ 2 D 1
MN 1000 p _-- - ?
CN 1000 2000 3000 4000 5000 6000 7000 FEET
.5 0 1 KILOMETER
124 MILS 23 MILS [.117'
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
(JIM GRID AND 1987 MAGNETIC NORTH
DECLINATION AT CENTER OF SIIEET THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY SIANOAROS
FOR SALE BY U. S. GEOLOGICAL SURVEY
DENVER, COLORADO 80225 OR RESTON, VIRGINIA 22092
hirple h,Itrhmg Indlr.,dw, me i 10 hf. tiuhm,rl•r,(j A FOLDFR DFSCHIHING TOPOGRAPHIC MAPS ANI) 4YMHn1 S IS AVAII AM f I,N I'l nI0''1
_ T_ _ ~
EXISTING LEGEN - -w - - ~cisriNC wnrE Q~~~~~ - -ASS- EXISTING $ANIT + - -SD- -EXISTING STOR - - EG - - EDGE Of GRAU G LEGENDPROPOSED LEGEND .NOTES:
:XISTING WATERLINE -fi~in=-- TEMMppRgRY SILT FENCE ~ ~ N
T WITH CURRENT TOWN OF GARY SfMaARD SPE~FICATgNS
:XISTING SANITARY SEWER ~ ~v~ CONSTRUCTION UMITS ~D DEfNLS.
XISTING STORa1 DRAINAGE , 2. CONTRACTOR SHALL VEPoFY ALL g11p~SI0N$, UIU?E$ Np
- NEUSE RIVER BUFFER ELEVATIONS PPoOR TO CONSTRUCfiON AND SHALL MN(E ALE ~
:DGE Of GRAUEL PARKING AND ROAD - ~ - ' - ' ANY OBSERVA710N TFU1T AFFECT (INSTRUCTION KNOWN TO ~
- - EP - - EDGE OF' PAVE SITE _DGE OF' PAVEMENT' Rpq~ ~N~ ~p~yp,~ JRgp TME ~Nm~: ~CHITECTURE
' 3. SURVEY BY W: K. DICKSON, DATED 1/27/99. 107 South White Sheet
SD SfORN DRAIN 4. DENUOW AREA = 5.6 AC. Wake Forest, NC 17587
dephone (919 554-1000
~ i ~ ~l ~ O , ~ \ \ \ \ ~ ~ ` ~ ~ _ h'~~~ w F smile (91~) 55W101
~ ~ 24" PINE \ ` \ \ ~ \ \ \28" R OAK ~ \ \ \ \ \ \ \ NE~I SF~NER~tiF~R ~ ~ \ ~ \ ~
~ ~ ~ ~ I ~ I ~ ~ \ ~
VIQINITY MAP_N_T.S.- ~ -
~ ~ ~ i
\ R INLET IM\ ~ \ \ \ \ ~ONf~RETE CA ~ ~ ~ \ J hoc c~ sou Errr~L~ C~ ~ ~ ~ \ / ~
I . \ _ _ _ / _ _ ~ ~ • T~~ ~ ~ . \ ~ ~ \ ~ \ ` ~ ~ \ ~ \ \ 2 ~FONS CUSS ~B' RIP RAP ' . ~ ~ _ ~ \ \ \ ~ \ ~ ~ ~ ~ ~ \ ~ ' WfTH F91,TER FABRIC ~B' RIPS ~ ~ ~ \ 2 T9Ng CLASS 'B' RIP-. ~ ~ I / \ /
~BR1C ~ ~ ~ ~ \ RAP MIRH~~ ~ RIC .8 ~ / I
\ ~ ~ ~ r / ~
~ ~ ~ ~ ~ ~3sa.ar ~ / ~ ~
~ L~~ - ~ ~ -17" PINE ~ 2a' a~E ~ ~ ~i / ~ ~ ~ ~ \ \ ~ W
i-,a ~ ~ \ ~ ~ ~ Rc = ~ I l /l ~ ~ J GARY 1
- ~ - - / ~ ~ i' ~ RCP
~ ~ - / / ~ ~ 'FLAG - - W~E.BAK \
A i~ aP 11 '~'r'~~ HIGH HOUSE RD. ek
~ ~ ~ _ Y'SttT~1~iY~) ~Tggp9F~=SEDIAI -_8AS ~ ~ ~ ~ - - ~ ~ ~ , - - ~ ~ ~ ~N ~ i / ~ ED BOND PARK
' ~ - - ' - GARY, NC
~ 56:5'
% ~ - ' - ~ 35T~--_I"~-359 'G -
- 'ss~ - - ~ ~ft~" ~IT{~OA j ~ ~ ~ ~j i~ ~f / S~' rowa of cnrrr 3 J ~ PARKS, RECREATION k
~ \ ~ ~I ~ ~ ' / ~ 6.75 / ' / 359.4 ~ i 360
.0 ~ i ,•t. ~ ~ ~ ~ $ ~ %I CULTURAL RESOURCES
~ ~ l~' l~ ~l ~ ~ ~ / / / /1 / W ~ I 357.E ~ ~a.~ ~ , ~ ~h ~ ~ sso.o ~ , ~ / / I ~ / ro ~ / / ~ BARRY, DIRECTOR r ~ / / / ~ ~ P.O. BOX 8005
~J/////J ~ ~ ~ ~ / / / ~ ~ , r~~ / 358 ~ . ss~.~ ° NC 27512-8005
r 3~~ 3sa s~ ; ~s . i / 1 ~J / ~ W y/ y , / ~ (sus) ass-coos ,
"I / ~ l I / r.'~ / ~ I~~ I ~ L •358.0 / 36
~ Q' m w ~ ,GARDEN I ~ F F E ~D GREENH - X360.5 ~ / ~
~ /~I~~~I~I~~ ~ / ~ ~ 353.Sj~ ~ ---357 598.6 ~ 362 ~ ~ i ~y~ ~ ~ ^ ~ ~ ~ ~ i
/ f ~ ~ / ~ o ht 1998' ' ~ a /n / 1 ~ I ~ ! N ~9~ ~
I ~ ~ I ~ I ~ ~ I ~ / /I j ~ ~ ~ 358.2 359.861 I 362:6 o~ / ~ 19 WHITFi6AK ~ ~ ~ Matthew hale, NA
~y> / w ~ / ~ ~ l ~ ~l uAak h~itRecture
(J ~ I I ~ I ~ ~ o ~ ~ / / --...a~,-:.- ~ ~ ~ ~ - - - 358 - - - I / 360.8 / / / "v ~ ~ ~ r ~ ~ ~ a
~ Q
t. l.~.n... ~ ~v..i`:..i~ ~ S .v/ 5~6!h~ r0~' :,,.:G
~ 2~ RE OAK ~ ~ ~ ~
/q I Dh D -5 DI-6 ~n S' rv / ~ / I ~ w ~ ~ i
i
~ Q N / / , b , ,EtlCR10~° .
- ~_i_ _ - - - - - - ~a:a _ + l 1
N87° 53'20"W 929.12' ~ ~ ~ / Z ~ ~ '
' F.E DI-1 ~ ~ ~
,s,: ' 364.67 564.67 ~ f ~
I 7 1 ~ \ 363A ~3:=
r--- sue.
~ DID \ ~ )I ~ FFS ~ ~ ~ ~ ~ Far co~r~,cnoN
~ ~r-- 1---~ ~ 363.2 ~ ~ ?
L--~ 359 60.4 r ~~--3' SHOULgER _ 360.7 \ ~ 361.4 \ ~ - D1_3 -10 ~ ~ ~ ~ j/~,/ /l ~ / ~ ~ / ~ ~ ~ \ ~ \ NoT Fat cro?ulRUCllo~ of-2 p-9 ~ l/~ ~ / i~ ~ e~ ~ MLM
' I / \ 362.4 c,. _ ':-ti; s;. ~ 361.12 ~
~ ~ 362.8 -
/ l~// I ~ ~ ~~~i~ ~ C' ECKED BY: DKH
_1 ~_7 ~ ~ !EASE ONES AS PROVIDED BY\ IS~UE DATE:
L i J / THE TOWN OF GARY (NP) ~
I \ 357 ~ L` = ~ ~ > \ 36? F.F.E
F.F.E' ~ / ~ ~ 5 10 99
1 1 \ r - \ ~ \ - ~ ~ \ 364.67 364.67 ~ / ~ ~i
~ ~//~,l~//~ , R ISIONS:
I I I ~ 3a(L'73' ~ - ~ - ~ ~ ? l~~ ~ _ ~1 ~ s9 e ~
~ ~ ~ ~~E• / i/ COURIYARII STOR?1 WLUWIGE SCFIEDUIE
~ ~ i/j ~ STRUCTURE CRATE INVERT
~ a' ~ ~ 357.6 ~ ~ ~ 361.3_ ~ / ' ~ E,/ i i ELEV. ELEV.
J ~ ~ ~ ~ ,'57.5 _ _ ~5 \ 358.1 358.7 _ 3b9.3~ 361 ~
- ~FH ~ 357~~ _ _ ~ ~ \ / / ~ ~ ~ i~ OUTLET 364.0 358A
` ~ / ~ / i ~ i~ DI-1 363.3 358J
~ ~ _ MH E \ `~I 35 5 5~ ~ \ ~ 358.0 358.8 ' - _ ~ 363\1 \ ~ ~ ` i / ~ ~ , ~ ~ ~ i ~ DI-2 363.3 359.3
MMlHOLE AND SANITARY SEWER ~ ~ ~ ` t ~ ~ 6~ 62- g~ ' / ~ ~ DI-3 363.3 359.6
NOT FIELD LOCATED) \ ~ X55.75 ~ ~ ~ w ~ ~ DI-4 363.5 360.4 vi ~
( ~.?V x'355 5 3 rn 355:6 `r ` ~ ~ 'W~t ~~p ~ i ~9 / i ~ , DI-5 363.5 360.7
F ~FDIMENT DI-6 363.5 361.0
SITE STORM DRAINAGE SCHmULE - / / ~ ~ 0 EF~t DI-7 363.5 361.0 HEET TITLE:
STRUCiURE DRAINAGE Q10 GRATE INVERT ~ ~ ~ \ ~ ~ ~ ~ / DI-8 363.2 360.6
AREA (CFS) ELEV. ELE1/. ~ \ 3Sp 353 - ~ ~5 354 0 0 ~Q ° ~e p 358 5 ~ GRMHIC SCALE DI-9 363.5 361.0 Q~p~Q ~
(ACRES) (PEEP) (FEET) ~ \ TEIAPO EDIMENf ~ ~p ~ 3~~`
DI-101 1.4 4.6 359.0 355.0 ~ ~ ~ ~ (TYP.)_ o~ p \ / ~ ~ 30 15 30 90 DI-10 363.57 360.4 p~A~
00 ~ / of->> 363.57 3so.z OiION CONTROL
DI-102 0.6 1.8 361.5 357.5 ~ ~ - - ~ ~ ~ WOODS 10' WIDE'P'SWA6E.-5:1 ~ ~ _
OUTLET 1.4 4.6 - 353.0 ` SIDE SLOPES W/CUSS 'B' ~ ~ ~ ~ pF ~ IN FEET DI-12 363.8 361.3 ~ p~N r
/ / 1 Toth 30~ ft DI-13 364.9 362A
I = 6.50 IN/HR INVERT: 346.74' RIP RAP AND FlLTER FABRIC I :t`- ' ~t i~ NOTE: PIPE 17' SCHEDULE 40 PVC. +
SmIUENT BASIN SCHEDULE CONSfT2UCTI0N UMRS (IYP.) ~PORARy G~J i ;
BASIN DRAINAGE VOLUME BASIN DIMENSIONS WpR TEMPORARY SILT FENCE CONSfRtrC710N-ENTRANCE I ''+I . AREA REQUIRED WIDTH LENGTH DEPTH 40LUAIE LEN ~ , ~~AS.H ~~t~/~~""~~-.,, HEFT NUMBER: `
(ACRES) (CF) REQUIRED (FEET) ~ .1
Lj L
1 1.03 1,854 22 22 4 1,936 4
2 1.38 2,484 25 25 4 2,500 4 4917 WATERS EDGE DRIVE, SUITE 235 ~
3 0.79 1,425 22 22 3 1,452 4 /S YU ~RALEIGH, NORTH CAROLINA 27606 4
uunnua•• [phone] ~
02=4.6CFS C=0.6 _ of SHFFlS

_ T_ _ ~
EXISTING LEGEN - -w - - ~cisriNC wnrE Q~~~~~ - -ASS- EXISTING $ANIT + - -SD- -EXISTING STOR - - EG - - EDGE Of GRAU G LEGENDPROPOSED LEGEND .NOTES:
:XISTING WATERLINE -fi~in=-- TEMMppRgRY SILT FENCE ~ ~ N
T WITH CURRENT TOWN OF GARY SfMaARD SPE~FICATgNS
:XISTING SANITARY SEWER ~ ~v~ CONSTRUCTION UMITS ~D DEfNLS.
XISTING STORa1 DRAINAGE , 2. CONTRACTOR SHALL VEPoFY ALL g11p~SI0N$, UIU?E$ Np
- NEUSE RIVER BUFFER ELEVATIONS PPoOR TO CONSTRUCfiON AND SHALL MN(E ALE ~
:DGE Of GRAUEL PARKING AND ROAD - ~ - ' - ' ANY OBSERVA710N TFU1T AFFECT (INSTRUCTION KNOWN TO ~
- - EP - - EDGE OF' PAVE SITE _DGE OF' PAVEMENT' Rpq~ ~N~ ~p~yp,~ JRgp TME ~Nm~: ~CHITECTURE
' 3. SURVEY BY W: K. DICKSON, DATED 1/27/99. 107 South White Sheet
SD SfORN DRAIN 4. DENUOW AREA = 5.6 AC. Wake Forest, NC 17587
dephone (919 554-1000
~ i ~ ~l ~ O , ~ \ \ \ \ ~ ~ ` ~ ~ _ h'~~~ w F smile (91~) 55W101
~ ~ 24" PINE \ ` \ \ ~ \ \ \28" R OAK ~ \ \ \ \ \ \ \ NE~I SF~NER~tiF~R ~ ~ \ ~ \ ~
~ ~ ~ ~ I ~ I ~ ~ \ ~
VIQINITY MAP_N_T.S.- ~ -
~ ~ ~ i
\ R INLET IM\ ~ \ \ \ \ ~ONf~RETE CA ~ ~ ~ \ J hoc c~ sou Errr~L~ C~ ~ ~ ~ \ / ~
I . \ _ _ _ / _ _ ~ ~ • T~~ ~ ~ . \ ~ ~ \ ~ \ ` ~ ~ \ ~ \ \ 2 ~FONS CUSS ~B' RIP RAP ' . ~ ~ _ ~ \ \ \ ~ \ ~ ~ ~ ~ ~ \ ~ ' WfTH F91,TER FABRIC ~B' RIPS ~ ~ ~ \ 2 T9Ng CLASS 'B' RIP-. ~ ~ I / \ /
~BR1C ~ ~ ~ ~ \ RAP MIRH~~ ~ RIC .8 ~ / I
\ ~ ~ ~ r / ~
~ ~ ~ ~ ~ ~3sa.ar ~ / ~ ~
~ L~~ - ~ ~ -17" PINE ~ 2a' a~E ~ ~ ~i / ~ ~ ~ ~ \ \ ~ W
i-,a ~ ~ \ ~ ~ ~ Rc = ~ I l /l ~ ~ J GARY 1
- ~ - - / ~ ~ i' ~ RCP
~ ~ - / / ~ ~ 'FLAG - - W~E.BAK \
A i~ aP 11 '~'r'~~ HIGH HOUSE RD. ek
~ ~ ~ _ Y'SttT~1~iY~) ~Tggp9F~=SEDIAI -_8AS ~ ~ ~ ~ - - ~ ~ ~ , - - ~ ~ ~ ~N ~ i / ~ ED BOND PARK
' ~ - - ' - GARY, NC
~ 56:5'
% ~ - ' - ~ 35T~--_I"~-359 'G -
- 'ss~ - - ~ ~ft~" ~IT{~OA j ~ ~ ~ ~j i~ ~f / S~' rowa of cnrrr 3 J ~ PARKS, RECREATION k
~ \ ~ ~I ~ ~ ' / ~ 6.75 / ' / 359.4 ~ i 360
.0 ~ i ,•t. ~ ~ ~ ~ $ ~ %I CULTURAL RESOURCES
~ ~ l~' l~ ~l ~ ~ ~ / / / /1 / W ~ I 357.E ~ ~a.~ ~ , ~ ~h ~ ~ sso.o ~ , ~ / / I ~ / ro ~ / / ~ BARRY, DIRECTOR r ~ / / / ~ ~ P.O. BOX 8005
~J/////J ~ ~ ~ ~ / / / ~ ~ , r~~ / 358 ~ . ss~.~ ° NC 27512-8005
r 3~~ 3sa s~ ; ~s . i / 1 ~J / ~ W y/ y , / ~ (sus) ass-coos ,
"I / ~ l I / r.'~ / ~ I~~ I ~ L •358.0 / 36
~ Q' m w ~ ,GARDEN I ~ F F E ~D GREENH - X360.5 ~ / ~
~ /~I~~~I~I~~ ~ / ~ ~ 353.Sj~ ~ ---357 598.6 ~ 362 ~ ~ i ~y~ ~ ~ ^ ~ ~ ~ ~ i
/ f ~ ~ / ~ o ht 1998' ' ~ a /n / 1 ~ I ~ ! N ~9~ ~
I ~ ~ I ~ I ~ ~ I ~ / /I j ~ ~ ~ 358.2 359.861 I 362:6 o~ / ~ 19 WHITFi6AK ~ ~ ~ Matthew hale, NA
~y> / w ~ / ~ ~ l ~ ~l uAak h~itRecture
(J ~ I I ~ I ~ ~ o ~ ~ / / --...a~,-:.- ~ ~ ~ ~ - - - 358 - - - I / 360.8 / / / "v ~ ~ ~ r ~ ~ ~ a
~ Q
t. l.~.n... ~ ~v..i`:..i~ ~ S .v/ 5~6!h~ r0~' :,,.:G
~ 2~ RE OAK ~ ~ ~ ~
/q I Dh D -5 DI-6 ~n S' rv / ~ / I ~ w ~ ~ i
i
~ Q N / / , b , ,EtlCR10~° .
- ~_i_ _ - - - - - - ~a:a _ + l 1
N87° 53'20"W 929.12' ~ ~ ~ / Z ~ ~ '
' F.E DI-1 ~ ~ ~
,s,: ' 364.67 564.67 ~ f ~
I 7 1 ~ \ 363A ~3:=
r--- sue.
~ DID \ ~ )I ~ FFS ~ ~ ~ ~ ~ Far co~r~,cnoN
~ ~r-- 1---~ ~ 363.2 ~ ~ ?
L--~ 359 60.4 r ~~--3' SHOULgER _ 360.7 \ ~ 361.4 \ ~ - D1_3 -10 ~ ~ ~ ~ j/~,/ /l ~ / ~ ~ / ~ ~ ~ \ ~ \ NoT Fat cro?ulRUCllo~ of-2 p-9 ~ l/~ ~ / i~ ~ e~ ~ MLM
' I / \ 362.4 c,. _ ':-ti; s;. ~ 361.12 ~
~ ~ 362.8 -
/ l~// I ~ ~ ~~~i~ ~ C' ECKED BY: DKH
_1 ~_7 ~ ~ !EASE ONES AS PROVIDED BY\ IS~UE DATE:
L i J / THE TOWN OF GARY (NP) ~
I \ 357 ~ L` = ~ ~ > \ 36? F.F.E
F.F.E' ~ / ~ ~ 5 10 99
1 1 \ r - \ ~ \ - ~ ~ \ 364.67 364.67 ~ / ~ ~i
~ ~//~,l~//~ , R ISIONS:
I I I ~ 3a(L'73' ~ - ~ - ~ ~ ? l~~ ~ _ ~1 ~ s9 e ~
~ ~ ~ ~~E• / i/ COURIYARII STOR?1 WLUWIGE SCFIEDUIE
~ ~ i/j ~ STRUCTURE CRATE INVERT
~ a' ~ ~ 357.6 ~ ~ ~ 361.3_ ~ / ' ~ E,/ i i ELEV. ELEV.
J ~ ~ ~ ~ ,'57.5 _ _ ~5 \ 358.1 358.7 _ 3b9.3~ 361 ~
- ~FH ~ 357~~ _ _ ~ ~ \ / / ~ ~ ~ i~ OUTLET 364.0 358A
` ~ / ~ / i ~ i~ DI-1 363.3 358J
~ ~ _ MH E \ `~I 35 5 5~ ~ \ ~ 358.0 358.8 ' - _ ~ 363\1 \ ~ ~ ` i / ~ ~ , ~ ~ ~ i ~ DI-2 363.3 359.3
MMlHOLE AND SANITARY SEWER ~ ~ ~ ` t ~ ~ 6~ 62- g~ ' / ~ ~ DI-3 363.3 359.6
NOT FIELD LOCATED) \ ~ X55.75 ~ ~ ~ w ~ ~ DI-4 363.5 360.4 vi ~
( ~.?V x'355 5 3 rn 355:6 `r ` ~ ~ 'W~t ~~p ~ i ~9 / i ~ , DI-5 363.5 360.7
F ~FDIMENT DI-6 363.5 361.0
SITE STORM DRAINAGE SCHmULE - / / ~ ~ 0 EF~t DI-7 363.5 361.0 HEET TITLE:
STRUCiURE DRAINAGE Q10 GRATE INVERT ~ ~ ~ \ ~ ~ ~ ~ / DI-8 363.2 360.6
AREA (CFS) ELEV. ELE1/. ~ \ 3Sp 353 - ~ ~5 354 0 0 ~Q ° ~e p 358 5 ~ GRMHIC SCALE DI-9 363.5 361.0 Q~p~Q ~
(ACRES) (PEEP) (FEET) ~ \ TEIAPO EDIMENf ~ ~p ~ 3~~`
DI-101 1.4 4.6 359.0 355.0 ~ ~ ~ ~ (TYP.)_ o~ p \ / ~ ~ 30 15 30 90 DI-10 363.57 360.4 p~A~
00 ~ / of->> 363.57 3so.z OiION CONTROL
DI-102 0.6 1.8 361.5 357.5 ~ ~ - - ~ ~ ~ WOODS 10' WIDE'P'SWA6E.-5:1 ~ ~ _
OUTLET 1.4 4.6 - 353.0 ` SIDE SLOPES W/CUSS 'B' ~ ~ ~ ~ pF ~ IN FEET DI-12 363.8 361.3 ~ p~N r
/ / 1 Toth 30~ ft DI-13 364.9 362A
I = 6.50 IN/HR INVERT: 346.74' RIP RAP AND FlLTER FABRIC I :t`- ' ~t i~ NOTE: PIPE 17' SCHEDULE 40 PVC. +
SmIUENT BASIN SCHEDULE CONSfT2UCTI0N UMRS (IYP.) ~PORARy G~J i ;
BASIN DRAINAGE VOLUME BASIN DIMENSIONS WpR TEMPORARY SILT FENCE CONSfRtrC710N-ENTRANCE I ''+I . AREA REQUIRED WIDTH LENGTH DEPTH 40LUAIE LEN ~ , ~~AS.H ~~t~/~~""~~-.,, HEFT NUMBER: `
(ACRES) (CF) REQUIRED (FEET) ~ .1
Lj L
1 1.03 1,854 22 22 4 1,936 4
2 1.38 2,484 25 25 4 2,500 4 4917 WATERS EDGE DRIVE, SUITE 235 ~
3 0.79 1,425 22 22 3 1,452 4 /S YU ~RALEIGH, NORTH CAROLINA 27606 4
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