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_ SOLUTIONS
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•c'ect Na. 2293C
- 750 T EXISTING SIGN 66 DeSi SANITARY SEWER LINE
E)P EXSTNG IMON PIN -4111111- PROPOSED SANTARY SEWER LINE Drcw^ 9y: P. Gorsuch
a EASTSNG UOR POLE
-w- EXasTING WATER LSE Designed By: P. Hobbs
R/W IeWT-OF-WAY -w- PROPOSED WATER-ENE Ge_kea 9y P. Hobbs
H'C\ HANDICAP.SPACE - EXISTING GAS LINE
p i EXISTING TREE TO REMAIN -C- PROPOSED GAS LINE Dcte: 5~3~~1)2
EXISTING FIRE HYDRANT EXISTING CURB AND GUTTER Revisions:
t PROPOSED FIRE HYDRANT PROPOSED CURB AID GUTTER PROPERTY LINE JULY 22, 2002
®x^" EXISTING WATER VALVE V" EXISTING CONTOUR LINE
S ~ N PROPOSED WATER VALVE PROPOSED CONTOUR LINE
s ®"'w EXISTING WATER METER +Xxxx EXISTING SPOT ELEVATION p~~
PROPOSED WATER METER \-XXX.X PROPOSED SPOT ELEVATION RIEL C48M FOR
0 r r EXCELSIOR LINED GRASS SWALE PFIC 413 OQ'I~~~..~Yy~N~O/TT ®p E705TING GAS VALVE r f- GRASS SWALE FOR CO " • CT MW
EXISTING GAS METER TEMPORARY DIVERSION SWALE
® ETISTING SANITARY SEWER MANHOLE Sheet Title: • TEMPORARY DRAINAGE INLET PROTECTION
2 PROPOSED SANITARY SEWER MANHOLE -yl TEMPORARY SILT FENCE Grading/
O EASTIG STORM SEWER MANHOLE i r TEMPORARY TREE PROTECTION BARRICADE Storm
_~2 PROPOSED STORM SEWER MANHOLE EXISTING STORM DRAINAGE LINE y
X111 IMMUNE== PROPOSED STORM DRAIN PIPE Drainage
cox EXISTING UTILITY POLE All PROPOSED ROOF DRAIN PIPE an
I;
-xx- EXISTING FENCE
0 EXISTING DRAINAGE STRUCTURE -~1E- EXISTING UNDERGROUND ElECIRIC UNE GRAPHIC SCALE
~ PROPOSED DRAINAGE STRUCTURE
--0P-- EXISTING OVERHEAD POWER LINE 0 m' 40' eo' 100' Sheet No. L-3.4
.05 UNITS T- EXISTING UNDERGROUND TELEPHONE UK EXISTNG OF DOMNSPOUT CONSTRUCTION ( IN FEET o ° EXISTING CLEANOUT 1 inch = 40 ft.
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Gal Engineering
/ 5311 Seventy-Seven Center Drive Suite 82 • Charlotte, NC 28217
Ph. 704.521.9880 • Fox 704.521.8955
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PONO S .SF
i111111I1'1li 11 i--1 I arolect No 2293C
LECE D ELL) 4G G. 111\~\\: ~
~ v \ CCR 1 1 Drown By: P. Gorsuch
f EXISTING SIGN EXISTING; SANITARY SEYEk LINE. vv ~ 111111 / ~I I ~1'
/ EP EXSTNG LION PIN IF IOIIbEFJD SMIITARY Sm NNE 0~6p~D~INyG~ AND NOTES AaiVWR~I AV V DRAINAGE \ ~ . \5 1! / Designed By P. Hobbs
i.. 6 EXISTING LIGHT POLE -w- E MS11N6 WATER LINE L EARTHWORK OIIAIOIIES HAVE NOT BUN ESTIMATED AND SITE AS k~l 4 I I 00 a 68 I rn I Checked By P. Hobbs }'f ? II 11 778
R/w RIGHT-OF-WAY -W- PROPOSED WATER LINE I NMIN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FlLL CONDITION. \ \ \ ~ti ~\~~t.~.~ \ • . ` v 111 11 ~ll I I I III I m ; I Date 5/30/02
COHPIIII f0R SMALL PERFORM HIS OWN ESTIMATES AND SMALL PROVIDE _ - - . - ALL EARTHI NECESSARY TO ACHIEVE THE DESIGN GRADE INCLUDING - - _ \ f h
HC HANDICAP SPACE EXISTING GAS LINE ANY 01 BORROW OR SPOILS REGLARED. ir/r ( c1104
EXISTING TREE TO REMAIN -O PROPOSED GAS LINE 2. CONTRACTOR SWILL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,
~.1 INCLUDING PAYING. LAWN AND LANDSCAPE AREAS. Revisions:
EXISTING FIRE HYDRANT EXISTING CURB AND GUTTER 3, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREP- PROPOSED CURB AND CUTTER ANCRS FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION JUNE 14r 2002
PROPOSED FIRE HYDRANT DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. \ JULY 22, 2002
PROPERTY LINE \ \ -FE_$1_Ol f ( 1 I ~a I
EXISTING WATER VALVE 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES - EXISTING CONTOUR UNE PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
N PROPOSED WATER VALVE FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR \ PROPOSED CONTOUR LINE ANY DAMAGE AS A RESULT OF THIS CONTRACT. 60 o _ I-
~y
®wu EXISTING WATER METER +xxx.x EXISTING SPOT ELEVATION 5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION \ \ \ \ n BOCK 70 EXISTING GRADE IN \ \ \ IN 0 ur) 3 RR.Ei4SM FOR
EWA PROPOSED WATER METER X%%.% PROPOSED SPOT ELEVATION IN \ \ Sr PPoCIVG OA_Y NOT n an l \ \ \ \ \ pE
8. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, N~ EXCELSIOR LINED GRASS SWALE PARKING LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING \ \ n \ \ aD _ - '8 ? FOR CONSTRUCTION
Nj ®G0 EXISTING GAS VALVE ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH \
o GRASS SWALE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE \ cm~ EXISTING GAS METER COMPLETED UNDER THIS CONTRACT. \ \ \ B ` I' I i Sheet Title:
TEMPORARY DIVERSION SWALE \ ]
® EXISTING SANITARY SEWER MANHOLE 7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL ® TEMPORARY DRAINAGE INLET PROTECTION PLAN IS SUBJECT TO A FINE. \ 1\ \ . - 6~ Grading/
PROPOSED SANITARY SEWER MANHOLE_ TEMPORARY SILT FENCE S. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
2 IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND Storm
® EXISTING STORM SEWER MANHOLE _.W----t- TEMPORARY TREE PROTECTION BARRICADE ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 DAYS OF PROPOSED STORM SEWER MANHOLE EXISTING STORM DRAINAGE LINE AND MULCHED ED WIT WITHIN IN 0 GRADING. ALL REMAINING AREAS ARE TO BE SEEDED D AND JO DAYS. _ - - - _ I Drainage
4
PROPOSED STORM DRAIN PIPE i 1 IQI 1
EXISTING UTILITY POLE No PROPOSED ROOF DRAIN PIPE 9. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4'/FT. (MAX).
EXISTING FENCE 10. TOTAL DENUDED AREA - 32.47 ACRES
-ilE- EXISTING UNDERGROUND ELECTRIC LINE EXISTING DRAINAGE STRUCTURE 11. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS. GRAPHIC SCALE Sheet No:
9 ¦ PROPOSED DRAINAGE STRUCTURE 12. SOIL TYPE IS: PREDOMINATELY CECIL tL^f ,P- EXISTING OVERHEAD POKER LINE ti _ s ~'d so' 0 20' 40' 60' 160• L-3.5
LIMITS OF CONSTRUCTION ~2 0
-T- EXISTING UNDERGROUND TELEPHONE LINE EXISTING DONNSPOUT
m EXISTING CLEANOUT . ( IN FEET)
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Landscape Archillacture
Park Planning
CMI Engineering
5311 Seventy -Seven Center Drive
Suite 82 - Charlotte, NC 28217
Ph, 704,521.9880 - Fox 704.521 .8955
E -Mod infoOsitesoiutionspa com
Seals.
531 :8r
NSIP F_.
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Project No
22930
Drawn By.
P. Gorsuch
Designed By
P. Hobbs
Checked By
P. Hobbs
5/30/02
Revisions:
&
July 22,2002
144 =114,161DO2
11017-; _: A UX"IAZ
Sheet Title Post—
Developed
Drainage
Area Plan
SCS
Sheet No: L-3.8

SITE
NOT TO SCALE
54" CIA. CONCRETE FILTER FABRIC LINING PIPE I (MIRAFI 140N)
4"
MIN. MIN. N57 WASHED STONE COMPACTED STRUCTURAL EARTH DAM.
3/4' CHAMFER COLLAR DRAIN 4 POND OUTLET SOIL MATERIALS USED SHALL BE AS APPROVED BY ON-SITE GEOTECHNICAL STRUCTURE
SPRING LINE 3 _CO RETE WINGWALL 10' MIN. TOP OF DAM ENGINEER. /
54' TO TOE DRAIN ° ~Aa.cP 18' MINA TO TOE DRAIN 3" COVER PERMANENT POOL ,
ELEV.=720.00
#4 BARS 24" C/C TOE DRAIN V I. r ENTIRE CRADLE LENGTH DISCHARGE PIPE 4" 0 SOLID ADS ,dk 71.60P OF DAM
N-12 TOE GRAIN DISCHARGE PIPE 24 SOLUTIONS .Moo 1 54" CONC. HEACNA_L
_ INV.= 713.00
3' MIN. 4" DIA. ADS N-12 SOLID 4"6 ADS N-12 PIPE OR EQUIVALENT POND DRAIN DISCHARGE ONTO 1....Impe ~ ro RIP-RAP APRON W
24 BARS 6 PERFORATED PIPE OR DISCHARGED BY GRAVITY FLOW 24' C/C EQUIVALENT, PIPE THOUGH ENDWALL, PIPE PIPE SHALL BE CUT SEE PLAN Pork Planning
7-0" SHALL HAVE 2 ROWS FLUSH WITH THE ENDWALL . PROVIDE CM ENWmrN
OF 1/4-INCH DIA. HOLES WIRE MESH VARMINT GUARD AT
SPACED 4" APART ALONG OUTLET END. THE CIRCUMFERENCE OF 5311 Seventy-Seven Center Drive Suite 82- Charlotte, INC 28217
THE Ph. 704.521.9880 • Fax [phone]
CRADLE CONSTRUCTION NOES: PIPE. LONGITUDINAL SPACING OF HOLES SHALL .u ~gyA 85 L.F. 54 0-RING RCP IN E-Mail infoositesolutionspa.com CONCRETE SADDLE. REMOVE COMPLETELY EXST'NG EARTH DAM AND
1) PLACE MINIMUM 2' OF COMPACTED BE 5' MAX. PLM 0641 FILL ALONG PIPE ROUTE. . = 7 1 3.85 EXCAVATE SUBGRADE TO SUITABLE FOUNDATION. ADEQUATE INV OUT
AND APPROPRIATE BEARING MATERIAL TO BE DETERMINED BY ON SITE GEOTFCHNICA_ ENGINEER. Seals:
EXCAVATE TO PROPOSED GRADES.
l PIPE SPRING _LINE j PLACE 'i - 2) REINFORCING STEEL AS GEOTEXTILE _ _ -
III l i III-~ III III HOWN. (MRAFI 140N) E: =1 ! TI=1 III = I= J) INSTALL PIPE. PROVIDE SUPPORT YP~a^" 0 0
III-III I_! BENEATH PIPE AS NECESSARY TO 057 nEDOT 24' MANHOLE RING AND COVER CAST INTO COVER
ENSURE PIPE JOINT ALIGNMENT TO o
III lit 4) MANUFACTURER'S SPECIFICATIONS. WASHED STONE DETACHABLE WHEEL ON EXTENDED VALVE STEM _ 8" THICK, 4000 PSI PRE-CAST CONC.
PLACE CONCRETE FOR CRADLE TO 4~'!i U 0 ! 1 IIEOBIRED DIMENSIONS. ALL 4 TOP WITH ,#6 BAR 08" C/C, EACH WAY -x'2460 EACH FACE. 2" CLEAR * N 531
OMWE SHALL BE CAST 54 0 0 _T'i f_-- _ - - - - _ - DIRECTLY AGAINST SOL BACKFILL.
11I r' CONSTRUCTION JOINTS SHALL BE MIN. 4" DIA ADS N-12
.III-III-I I 1- I I-I ; I-1 i-' 1-' ~r H TI-I11-ITT-ITT III 1 rIT'-I -I' 1 - - LEFT ROUGH TO ENSURE BONDING PERFORATED PIPE 5) NTH SUBSEQUENT CONCRETE EQUIVALENT, PIPE SHALL EXTENDED VALVE STEM, ATTACH 9 722 70 TO WALL WITH SLEEVE BEARING
COMPACTED SELECT FILL 95% OF POURS. HAVE 2 ROWS OF STANDARD PROCTOR 1/4-INCH DIA. HOLES MANHOLE STEPS 0 14" O/C E. 721.30
SPACED 4" APART ALONG 6" GATE VALVE, NON-RISING t e~ THICK REINFORCED CONCRETE.
THE CIRCUMFERENCE OF 1 THE PIPE. LONGITUDINAL 10.5' MIN. SOLID 4"0 ADS N-12 PIPE OR EQUIVALENT STEM, STRAP TO CONCRETE OR 4000 PSI, RUBBED FINISH MASONRY BLOCK W/ 2 STAINLESS /4 BAR 012 0/C EACH WAY,
SPACING OF HOLES SHALL DISCHARGED BY GRAVITY FLOW STEEL 16 GAGE STRAPS. 720.00
QEMM Al L-i 9 BE 5" MAX. 3-3 THOUGH CONCRETE HEADWALL SECTM A7GVEM1IIO p~
6" THICK, 3000 PSI CONC. HEADWALL WITH ~f4 BAR 08" O/C EACH WAY -
Concrete Pipe Cradle Details FILTER FABRIC LINING (MIN. 12' OVERLAP) (MIRAFl 140N)
':7y .NOT TO SCALE #'57 WASHED STONE CONCRETE WASH 1 85 -54' ;-P:NG PCP 0' C7 TO OUTLET t-
CONCRETE ENDWALL (DESIGN BY OTHERS) 6" =713.85
2' MIN. - (WING WALLS NOT SHOWN) n n
a ~_y _~~J_~J._I 4J
-HICK, 3000 PSI ,nNr FCOTIN;
FLOW DIRECTION 54' CONC ETE PIPE 17,, IP 6 AI-I- r2) MATS OF BAR ®'Z" _,C EACH WAV D
O ®
/ ~
C~ 2'~ MAX
SOLID 4"0 ADS N-12 PIPE DISCHARGED BY GRAVITY ROW
Collor Drain BEYOND PROPOSED SLOPE
GENERAL NOTES. Construction Notes 10 _8" ~
i. ALL CONCRETE SHALL BE CLASS 'A" T5 0 6" TOP & BOTTOM 2. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1" 1. EXCAVATE 18" WIDE TRENCH BEHIND ENDWALL THAT EXTENDS AT LEAST 2 BELOW THE PROPOSED PIPE INVERT- z• e CCJ C O 3
. PLACE NEEDLE-PUNCHED NON-WOVEN GEOTEXDLE EQUIVALENT 10 MIR IRAFI '40N N THE TRENCH WITH SUFFCIENT . 1'-10' 4'-3" 3. ALL DIMINSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL 2 PLACE ARE TO CENTERS OF BARS- LENGTH TO COVER ENTIRE BOTTOM. SIDES AND TOP OF THE DRAM WITH A MINIMUM 4) Cd
11" - 6 SPA. 0 9" 4.A STONE DRAIN CONSISTING OF ONE (1) CUBIC FOOT OF NO. 76M 12 INCHES OF OVERLAP. 9.30 2 0)
2' BARS IN STONE CONTAINED IN A POROUS FABRIC SHALL BE PLACED AT EACH 3. PLACE #57 WASHED STONE ON THE FABRIC TO LEVEL OF PERFORATED PIPE. TOP OF FOOTING WEEPHOLE. SUBDRAIN FINE AGGREGATE SMALL BE PLACED BENEATH, 4. INSTALL PERFORATED PIPE AND SOLID WALL PIPE AS SHOWN IN DETAIL.
Z1 AROUND AND OVER THE STONE DRAIN SO THE STOVE DRAIN IS COMPLETELY 5. CONTINUE PLACEMENT OF #57 STONE OVER PIPE TO A MINIMUM 2' ABOVE THE IDES ?2 =,3 !N225':pt 'PPER WE'R, 0100- Cd ALL L FOUR (a) SIDES OF STRUCTJRE
10" 1'-6" COVERED BY A LAYER OF SUDNRAIN FINE AGGGRECATE AT LEAST ONE (r) 54" CONCRETE PIPE. OVERLAP FILTER FABRIC OVER THE TOP OF THE WASHED STONE Z2 FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A WING WALL A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST 6. EACH LIFT SOIL OVER COLLAR DRAIN AND HEADWALL M 4 TO 6 INCH THICK LOOSE LIFTS AND COMPACT
ONE (I) FOOT SQUARE IN CROSS SECTION SHALL BE PLACED TO EACH H LIFT TO 95% Of STANDARD PROCTOR MAXIMUM DRY DENSITY WITH MANUAL COMPACTION 4 CONNECT ALL STONE DRAINS. A VERTICAL DRAIN OF SUBDRAN FINE EQUIPNENT. CARE SHOULD BE TAKEN 70 A'f0l0 DAMAGING OUTLET PIPES CURING STEPPED t~LR' (TWO SIDES zL co ONLY) 720,00_..,.
4-,• 8 AGGREGATE AT LEAST ONE (t) FOOT SQUARE M CROSS SECTION SHAD BACKFILUNG. -~-r- _ STATIC WATER. SURFACE 0
7, 5 BE PLACED AT EACH WEEP HOLE TO AN ELEVATION OF TWO (2) FEET ~1 I_I 0.5'H x 367'W ORIFICE (THIS SIDE CN_Y?
T4 Z3 BELOW THE SURFACE OF THE EMBANKMENT. _ SECTMO 5 SPA 0 9. 2-N2, JLNF T't PENFORCED CONCRETE STRUCTURE
2-N3, 2-N4 6" DIP AND HEADWAL- A¦
POND DRAIN C\
p 2 Cellar Drain Detail _ SEE sro. owc. M45 FOR GENERAL Nores
BILL OF MATERIAL FOR ENDWALL NOT TO SCALE m
REINF. STEEL 1 PIPE
BAR SIZE LENGTH Nr,. WEIGHT!
81 #4 1 4 15 L _ _ J PROPOSED - A
h 12 2 C 2 ~0 2 82 4-6' 4 12
8 2-14I 0 8' FILL FACE 2 2" FILL FACE 2' Gt t7 8'-2' 2 33 L----------J CONC N WALL .5
FILL FACE HI +4 5'-6" 10 37 I-VI STIR FACE 'V 1 "0 V-6' H2 4 3'-6' 4 9 N"09"
Ni L#4 7'-11" 4 21 _ ` 2._7. 2-62 • 3' PIPE NOT L .H, N2 4 6'-7" 4 18 PROPOSED CO :R 2
DRAIN 7. v
2'-11 r h' all 6'0 DRAINS 0 1 8 2OW' Z" T4 NS #4 51-6• 4 15 -III-III- -III-III-I 18 MIN. COMPACTED SOIL. EXISTING GRADE OVERLAP UPSTREAM COMPACTED M 4-6 INCH
ROW LINE N4 #4 A'-9" 4 13 12 I- T7 4 11'-1p" 6 47 EDGE OF FILTER FABRIC THICK LIFTS TO 95% STANDARD N V
E1'-6' T4 6' MIN. 12" OVER 6• 3' T4 14 5'-3' 6 21 3 DOWNSTREAM EDGE PROCTOR WITHIN 2`o OF OPTIMUM PROPOSED ! 4 0 N \ Project No: 22930 7.5
ti' 6 -T T5 0 6' -6, d L' TS 4 2'-4' 34 57 6 Now CONST. JT- 2-B1 MOISTURE CONTENT. ' B 3' C. - prawn By P. Gorsuch
W l4 8'-9' 2 B IMF In -
~~~~~yy i ~if.HIMO 4 3'-11" 2 5 N.C. DOT #57 ! ! i ' . Z " ,??r Designed By P. Hobbs
_747 X-1. 2 4 WASHED STONE Checked By P. Hobbs
ZI 04 6 16~ PRdPOS D ONCR
Z2 1 4. ..6' 4 B Z3 4 -T' 4 6 ! r--. 4 OZ. NONWOVEN PIT CfAll~_E 5 Date: 5/30/02
i - 5.5' GEOTEXTILE
i
E.. N1 N2 N3 N4 Z1 J'-5" REINF. 1B5. 354 , L Revisions:
Z2 3'-0' 5.0 i ) 1, ® JUNE 28, 2002
G ° m m 23 2'-7" JULY 22. 2002
n e `Y M 6' HK. r"1 MIN 4" CIA, ADS N-12
- I ~ - PERFORATED HOPE H24'_11" Li I I 1 I S SPA 09" L
r
BAN ~~p~ 1 SPA 0 Y-9' STR. FACE 2-M2, 2--N3. 2-N4 = OW SAM or BAM FACE 2-H1, 1-H2 3 SPA. 0 1'-2' H RELEASED FOR
o "H", "N', B "Z" BAR DIMENSIONS FACE J-Ht, t-H2 V2 F2 SPA, 0 1' ILL FACE
ARE OUT TO OUT. N 1-Y2, !-V3, 1-V4 ~ UPPER ENDS OF PIPE CAPPED PRICM ONLY NOT
g N4 ' % - FOR CONSTRUCTION
6 Va OUTLET ENDS FITTED WITH WIRE H1 4' MESH VARMINT GUARDS i - P R P
_NAY - ' ~ - - - Sheet Title:
i
t 2'24. ,Z.. t_u WW 8•GOAIIMO _ psi Dam
1 - ° 3 Construction
SECTION 1-I FROND . Y , Detads
Helntorced concrete tnawai
s for Single 54' Pipe W Skew a Toe Dray Detail
5 Outlet Structure #3 Pipe System Sheet No: L-7.5
NCDOT STD. 838.21 -y, NOT TO SCALE -7, Scale: 1 20'
8

15 TEMPORARY EASEMENT FOR
HIGHWAY PURPOSES FOR RIGHT SITE
TO CONSTRUCT AND MAINTAIN
NC H~ 51 BYPASS THE CUT/FILL SLOPES UNTIL
SUCH TIME ADJOINING PROPERTY OWNER ALTERS SLOPES IN SOME
r MANNER THAT WILL ELIMINATE
THE NEED TO MAINTAIN SLOPES.
DB.7143 PG.560
ti~ sT
tiyLy P~' 10' UNIFORM EASEMENT PER PIMA
STATE HWY. PROJECT PLANS
SOLUTIONS
- - - - - Landscape Architecture
VICINITY MAP taA, TOWNSHIP PKWY ` N.C. klWY - Park Planning Civil Engineering
' 6Y _
loc v cx - - - - _ 531 1 Seventy-Seven enter Drive
6 C C - Sate 82 • Chorlotte, NC 28217 \ - - or 704 521 9880 • Fax [phone]
E-Mal rfo®sltesolutronspacom
Seals
~ \ - } ~ , 1'f I II ill * 531 •ZZ-
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LENGTH= 40 \ 7 7 ad z
u
A'
73 73 ,ul
DETENTION D15IN 5
OUTLET STRUCTURE #3 7.
~ ~ ~ ~ ~ ~ .may, I 74 74 "t
`a \ -
~ \ l G r PROP... WATER 15ug E. MQAI 720O
„ ,i
\ \ \ y / 2293c
Call \ ( Drown By: P. Gorsuch
Designed BYL P. Hobbs
1 y, y. \ \ 7 Checked By P. Hobbs
Dote 5/30/02
Revisions:
~-c \ 1. '1 m JUNE 14, 2002
JULY 22, 2002
a ge
_ \2
to
PELEAffiD FOR
PPJCWG ONLY S? -A A , iss~'~ f r - \ - ~/yq v w T
watt _ - r a FOR CONSTRUCTION
Sheet Title:
Grading t
43 Storm
55 ~ -7. \ - s ss ~ ~ Vim` 1 \
Drainage
•~wa _ - ~1 n
MA I U ILINt t \ \ \ vian
l% \
V 1 a
m CATCH B/51N CATCH BASIN BEARING 3 WLF-;Oe x 51' CMP ARCH PIPE1 GRAPHIC SCALE Sheet No
COLLAR (TYP. COLLAR (TYP. OVER CULVERT) INV. IN= 722.8 0 20' rd 00• +!o
OUT= 721.8 L-3.3
( IN FEET )
1 Inch = 40 ft.

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2002
Gregory Antemann
Carolina Wetland Services
528 East Boulevard, Suite 101
Charlotte, NC 28203
Subject:
Dear Mr. Antemann:
Bellasera
DWQ Project No. 020637
Mecklenburg County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that the plans
cannot be approved as designed. The following must be addressed:
Discharge Locations
The plans indicate that there are several stormwater discharges that will occur directly into the existing stream
before receiving treatment. Please revise the plans to eliminate these discharges where possible.
2. Permanent Water Quality Pool, Temporary Water Quality Pool
The plans indicate that pond #3, which is jurisdictional, will be retrofitted to one degree or another for stormwater
management. Your correspondence indicates that there will be no grading within the basin. The plans provided do
not clearly support this assertion since a retaining wall is proposed around the entire pond and no surrey has been
conducted (according to your letter). The SA/DA ratio must be based on the average pond depth. Using an average
pond depth of 3 feet and based on the information provided, the pond surface area proposed is adequate. However,
since no survey was conducted to determine the depth of the pond how can the surface area be accurately
determined? Also, what is the pre-construction (existing) elevation of the pond surface? This may be important in
determining whether or not additional wetland impacts need to be accounted for as the result of flooding or draining.
3. Draw Down Orifice Diameter
The diameter of the orifice must be sized to draw down the temporary water quality pool volume.in 48 to 120 hours.
One.plan indicates that an orifice of three inches diameter will be provided. The other indicates that an opening of
3.76 feet by 0.5 feet will be provided. Please clarify.
4. SA/DA Ratio
The SA/DA ratio must be appropriate for the actual impervious area (including any offsite impervious area) draining
to the basin. Please specify the onsite impervious area expected as well as the offsite impervious area (based on
reasonable built-out expectations. Reference NCDENR Stormwater Best Management Practices Manual, April
1999.
5. Forebay
All stormwater wet detention basins are required to have a forebay(s) to facilitate TSS removal. If multiple forebays
are proposed, the volume of the forebay should be proportional to the drainage area to the forebay. The aggregate
forebay volume should be approximately 20% of the total basin volume. Reference NCDENR Stormwater Best
Management Practices Manual, April 1999. Please revise the engineering plans to meet this requirement.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1656 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
6. Inlet/Outlet Structure Location
The inlet and outlet structures must be placed to minimize short circuiting and turbulence. A long flow path will help
to maximize the settling efficiency of the water quality structure. The submitted design will be subject to short
circuiting. This issue may be addressed through structure relocation, baffles, forebays, etc..
7. Vegetative Shelf
A vegetative shelf around the perimeter of the pond is required. The shelf shall be gently sloped (6:1 or flatter) and
shall consist of native vegetation. Please specify this on the engineering plans.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, Apri11999, and other
documents and information can be downloaded from the Wetlands Unit web site at
http,flh2o.ehnr.state.nc.us/ncwetiands/.
Sincerely
0?'
odd St. . hn, PE
Environmental Engineer
cc: Mooresville Regional Office
File
Project Name: Bellasera
Project No. DW Q 020637
SUBMITTED DESIGN: REQUIRED DESIGN.
elevations 1.8 average depth status
Bottom of Basin (ft) 713
Permanent Pool (ft) 720 7 ft. depth check depth
Temporary Pool (ft) 721.93 1.93 ft. depth ok

areas
Permanent Pool SA (sq ft)
36119
35700 sq. ft.
ok
Drainage Area (ac) 71.59
Impervious Area (ac) 17.7 24.7 % -

volumes
Permanent Pool (cu ft) 63876
Temporary Pool (cu ft) 70791 70819 cu. ft. check tempc
Forebay (cu ft) #VALUE! % #VALUE!

other parameters
SA/DA 0 1.14 -
Orifice Diameter (in) 12 3.71 cfs drawdown -
Design Rainfall (in) 1 0.2 day drawdown check drawc
Linear Interpolation of Correct SAIDA "*
7 ft. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest 20 0.97
Project Impervious 24.7 1.14
Next Highest 30 .34
Carolina Wetland Services
July 22, 2002
Mr. Todd St. John
NCDENR/Division of Water Quality }7 Q ,? i g
Wetlands/401 Unit
2321 Crabtree Blvd., Suite 250 i
Raleigh, NC 27604-2260 JUL 2 4 200?
WETUNDS GpOUP
Subject: Bellasera Multi-Family Site Vt? TE "i'lITY SECTION
Division of Water - DWQ#02-0637
Storm Water Management Plan
Mecklenburg County, North Carolina
Carolina Wetland Services Project No. 2002-0173
Dear Mr. St. John:
Dewitt Corporation is submitting this Storm Water Management Plan (SWMP) as part of permitting
requirements for commercial developments, which are proposing greater.than 30% impervious cover. A
Nationwide Permit application for the Bellasera Multi-Family Site was previously submitted to the North
Carolina Division of Water Quality (NCDWQ), and has been assigned DWQ Project No. 02-0637. The
enclosed Storm Water Management Plan (SWMP) was prepared by Site Solutions, and has been designed to
meet the required 85% removal of Total Suspended Solids. This plan proposes to utilize an existing on-site
pond for the treatment of storm water. Please note the following alternatives to the typical design
requirements:
The basin side slopes are no steeper than 3:1- No survey has been performed to determine the
precise topography of the existing pond. The pond will be drained to accommodate the re-
construction of the dam. To avoid disturbance to the pond's existing vegetation communities no
grading will take place within the basin.
2. A submerged and vegetated shelf of less than 6:1 and Vegetation to the permanent pool is
specified - Existing woody and herbaceous vegetation growing around the pond will be maintained
and/or replaced to satisfy this condition. Existing vegetation around the pond includes mature tag
alder (Alnus serrulata), black willow (Salix nigra), and red maple (Acer rubrum).
528 East Boulevard, Suite 101 • Charlotte, NC 28203 • [phone] Phone • [phone] Fax
www.carolinawetlandservices.com
Bellasera Multi-Family Site July 17, 2002
Storm Water Management Plan CWS Proiect No. 2002-0173
3. The permanent pool depth is between 3 and 6 feet - The existing pond has a permanent pool
depth of seven feet.
4. The forebay volume should be 20% of the total volume of the pond - No grading is being
planned within the pond. An existing wetland area in the inlet to the pond will likely provide some
pollutant removal functions.
Please don't hesitate to call me if you have any questions regarding this SWMP. I can be reached at (704)
377-1822. Thanks for your time.
Sincerely,
Gre C. A, L temann, .W.S.
Principal Biologist
Attachments:
Storm Water Management Plan
2
Project No. DVtQ 146 b 2 =_a
Q T 7 _ (to be provided by DWO
DIVISYUN OF WA.T]EI'!. QUALITY - 401 WET DETENTION BASIN'WOWHEET
DW tormwate a ement P ew
A complete stornawater management plan submittal includes a wet detention basin worksheet for each basin,
dersign calculations, plans tend specifications showing all basin and Outlet structure details, and a fully executed
opmdon and mairtttnance agreement. ,An incomplete submittal package will result in a request for additional
information and will mbstamlially delay final review and approval of the project.
L p'ROUCT Y 1E'ORlvl[,A,TION (please complete the folio wing information):
Project Name : __ IM „•r? R ttXUArc
Contact Pex503t. "" ___-"•. °--RWfLA -
•_f Phone Number: 5-Z -
For projects with Multiple basins, specify which basin this worksheet applies to: W 72,
Basin Bottom Elevation
Permanent Pool Elevation 7 13 - 0 _ ft,
712ra
c (average elevation of the floor of the basin)

Temporary Pool Elevation ,
_ fr.
7 z 1_4 9? ft. (elevation of the orifice invert out)
(elevation of the outlet structure invert in)
Peaxaaanent pool Surface Area __"? e sq, fl.
- (water m1zf8ce area at Pc maunent pool elevation)
Drainage Area
Impervious Area ac.
--!21 4
- (on-site and off site drainage za the basin)
F
7 . 7 9 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume
Temporary Pool Volume (P 'S 740 M ft.
?o . 7a t cu, ft, (Combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
l=orebay Volume -- ft.
SAMA used
Diareetear of Orifice d .
3 (surface area to drainage area ratio)
in. (draw down orifice diameter)
U- REQUhIi',)ErD XTZMS CHECKLIST
The following checklist outlines design requirements per the Storsnwater Beat Management Practices rggnlW
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H. 1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. Y a a requiremeru has not been met. attach an erplan&aiolr of
why,
A-nnUrsnfe
FORM SwGl00
The temporary pool controls rLnoff from the I inch stone event.
.The basin length to width ratio is greaser than 3: 1.
The basin side slopes are no steeper than 3:1.
,A submerged And vegetated perimeter shelf at less than 6:1 is provided.
Vegetati,an to the permanent pool elevation is specified.
An enwrPncy drain is provided to drain the basin.
'l"he permanent pool depth is between 3 and G feet (required minimum of 3 feet).
,The teml)=Ary pool draws down in 2 to 5 days-
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the petmaneat pool.
Access is provided formainten=e,
* minimum 304oot vegetative filter is provided at the cutlet.
A site specific operation and rnainttenance (0&M) plan is provided.
4 vegetation managernent/mowdnfi schedule is provided in the 0&M plan.
Semi-atutuat inspections are specified in the 0&M phM
46 debris check is specified in the O&M plan to be performed after every, storpt event.
&- specific sediment clean-ant benchmark is listed (elevation or depth) in O&M per.
IL responsible party is designated in the O&M plan.
0967 Page I of i
WET [WETLAND) DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording is bracketed. Please modify the document as appropriate.]
The wet [wetland) detention basiin system is defined as the wet [wetland) detention basin, pretreatment
including forebays and the vegetated filter if one is provided-
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet [wetland) detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and dear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3_ Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment $hall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet (wetland) detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads -7 11. 15 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If' the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads -?- feet in the forebay [and micro-pool], the sediment shall
be removed,
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 7 a .O
Sediment moval El. Al A 75%
-w---------- Sediment Removal Elevation /4
-,- --
? 75_ ottom E vation V 4 5°ln --___ _ ___ 175%
FOREBAY MAIN POND
psgc 1 of 2
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm,
[For wetlands- Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.]
6, If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical,
7. All components of the wet [Wetland] detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary,
1 acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:- DDD At 5P k er--t> Foyz sAlow CoA);*oc,-nOdV s
Title: PjaF-Sipwr
Address: a3Di' e6lJjs of-j galtx- ?u1T? I (?k1.1311G ? i.?. c, 2?6?9
Phone: 91 CI - $-7& -A 4-7-72-
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president
1, t b r +?. ?o rya , ._?+ a Notary Public for the State of _ M C-
Gounty of K , do hereby certify that
?c?? t? rC . 5ct ie .
personalty appeared before me this J3ht? .
? day of ti,1 ,and acknowledge the due
execution of the forgoing wet (wetland) detention basin maintenance requirements. Witness.my hand and
official seal,
\IA 1)
NOTA
*+R? f
01.
SEAL
My commission expires 3-131 `a '!4-
Page 2 of 2
TOTAL P.04
Date: -- - Z2 47-
a
WET DETENTION BASIN # 3
PROJECT NAME: Bellasera Villas BY: Thad Glankler
PROJECT NUMBER: 2293C DATE: 7/3/2002
THE WET DETENTION BASIN IS DESIGNED IN ACCORDANCE WITH THE CHARLOTTE/ MECKLENBURG LAND
DEVELOPMENT REQUIREMENTS AND NCDENR'S "STORMWATER BEST MANAGEMENT PRACTICES MANUAL",
SECTION 1.0, DATED APRIL 1999.
PERMANENT WATER QUALITY POOL
CALCULATE PERCENT OF IMPERVIOUS AREA DRAINING INTO POND
PERVIOUS AREA= 53.89 ac
IMPERVIOUS AREA= 17.70 ac
TOTAL DRAINAGE AREA= 71.59 ac
PERCENT IMPERVIOUS= 24.72%
ASSUME AVG. DEPTH OF PERMANENT POOL, D = 7.00 ft (AVG. DEPTH SHOULD BE 3' TO 6-)
USING TABLE 1.1, DETERMINE THE REQUIRED SURFACE AREA TO DRAINAGE AREA RATIO (SAIDA)
FOR THE PERCENT IMPERVIOUS AND THE PERMANENT POOL DEPTH.
TABLE 1.1
% IMP. PERMANENT POOL DEPTH ft.
COVER 3.0 4.0 5.0 6.0 7.0 8.0 9.0
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.83 0.70 0.64 0.62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
90 3.74 3.10 2.66 2.34 2.11 1.83 1.67
SA/DA= 0.60
REQUIRED SURFACE AREA OF PERM. POOL = SA/DA x DRAINAGE AREA
= 0.43 ac
= 18,701 sf
BASIN STAGE/ STORAGE: DWG SCALE- 1"= 1
ELEV. PLANIMETER READING AREA (sf) AVG. AREA (sf) VOL (cf) ACCUM. VOL (cf.)
713 86 86 0 0 0
714 496 496 291 291 291
715 1334 1334 915 915 1206
716 2367 2367 1851 1851 3057
717 4332 4332 3350 3350 6406
718 12123 12123 8228 8228 14634
719 24121 24121 18122 18122 32756
720 36119 36119 30120 30120 62876
721 50600 50600 43360 43360 106235
722 67484 67484 59042 59042 165277
SET ELEVATION OF PERM. POOL = 720.00
ACTUAL SURFACE AREA OF PERM. POOL= 36,119 sf
ACTUAL SURFACE AREA GREATER THAN REQUIRED; THEREFORE OKAY
MINIMUM PERM. POOL DEPTH = 7.00 ft (MINIMUM DEPTH ALLOWED =3')
MAXIMUM PERM. POOL DEPTH = 10.89 ft (MAXIMUM DEPTH ALLOWED =9')
2293W ETDETBAS I N3.xls
Page 1
a
PROJECT NAME: Bellasera Villas BY: Thad Glankler
PROJECT NUMBER: 2293C DATE: 7/3/2002
TEMPORARY WATER QUALITY POOL
DETERMINE THE RUNOFF COEFFICIENT FOR THE 1sT INCH OF RAINFALL:
Rv= 0.05+0.009 (1) WHERE: Rv= RUNOFF COEFF.
R,, 0.27 inAn I = 24.72% IMPERVIOUS
DETERMINE THE VOLUME TO BE CONTROLLED FOR THE 1sT INCH OF RAINFALL:
VOLUME= DESIGN RAINFALL x Rv x DRAINAGE AREA WHERE: DESIGN RAINFALL =1"
VOLUME= 1.63 ac ft R,= 0.27 in/in
VOLUME= 70,791 cf DRAIN. AREA= 71.59 ac
DETERMINE THE ELEVATION OF THE 1" RAINFALL: ELEV. VOL. ABOVE PERM POOL (co
ELEVATION OF THE PERM. POOL= 720.00 720.00 0
VOLUME OF THE PERM. POOL= 62,876 cf x 70791 X= 721.93
722.00 73480
ELEVATION OF THE TEMP. POOL= 721.93
DEPTH OF TEMP. POOL (Z)= 8.93 ft
DETERMINE THE REQUIRED DRAIN SIZE TO DRAIN THE TEMP.POOL IN 2 - 5 DAYS (48- 120 hrs)
ASSUME 3.0 in. 0 DRAIN INV. EL= 720.00 CL EL.= 720.13
DRAWDOWN ZONE HEAD Q TIME
BEGIN. EL END EL. ft cfs hrs
721.93 720.00 0.84 0.21 92.40

WHERE: HEAD =AVG. HT. ABOVE CL OF OPENING
Q= Cd x A x (2gH)"
Cd= 0.59
A= DRAIN AREA (sf)
TIME= VOU Q
i U 1 r%L- I 11v1r- I U URAIIV I CIVW F- UUL= `JZ.4U nrs
PRIMARY OUTLET STRUCTURE
DESIGN THE PRIMARY OUTLET STRUCTURE FOR THE 10 YR STORM.
QP CI,,A WHERE: 110=
QP 231.86 cfs A=
A=
A=
Cc
7.03 in/hr (10 YEAR STORM)
53.89 PERVIOUS AREA C= 0.30
17.70 IMPERVIOUS AREA C= 0.95
71.59 ac TOTAL DRAINAGE AREA
0.46
RISER DESIGN : DETERMINE HEAD ON RISER FOR VARIOUS SIZE PIPES
Hj=[Qa / C. x IZ x (D/1 2)]2j3 WHERE: QP 231.86 cfs
Cw 3.3 WEIR COEFF.
RISER DIA. HEAD (H,) D= PIPE DIA. (in.)
15 in 6.84 ft
18 in 6.06 ft
24 in 5.00 ft
30 in 4.31 ft
36 in 3.82 ft
54 in 2.91 ft
66 in 2.55 ft
78 in 2.28 ft
USE 54 in RIS ER, H,= 2.91 ft Q,= 231.86 cfs
2293WETDETBASI N3.xls
Page 2
a
PROJECT NAME: Bellasera Villas BY: Thad Glankler
PROJECT NUMBER: 2293C DATE: 7/3/2002
BARREL DESIGN: DETERMINE THE REQUIRED BARREL SIZE
Q = Cd x A x (2gHb) 0.5 WHERE: Cd= 0.59
A= PIPE AREA (sf.)
Hb= Z + "H;"- DIA./2
BARREL DIA. HEAD (Hb) DISCHARGE ADEQUATE?
15 in 11.21 ft 19.46 cfs TOO SMALL
18 in 11.09 ft 27.86 cfs TOO SMALL
24 in 10.84 ft 48.97 cfs TOO SMALL
30 in 10.59 ft 75.63 cfs TOO SMALL
54 in 9.59 ft 233.18 cfs OKAY
60 in 9.34 ft 284.10 cfs OKAY
USE _ 54 in BARREL, Qb= 233.18 cfs
ANTIFLOTATION BLOCK:
VOL. OF DISPLACED WATER= RISER HEIGHT x RISER AREA
= Z x II x (D/2)2 WHERE: Z= 8.93 ft
= 113.85 cf D= 4.50 ft
WEIGHT OF DISPLACED WATER= VOL x 62.4 Ib/cf
= 7,104 lb.
WEIGHT OF CONCRETE REQUIRED = 1.1 x WT. DISPLACED WATER
= 7,815 Ib.
REQUIRED THICKNESS OF CONC BLOCK = WEIGHT/ (LENGTH)(WIDTH)(150-62.4 Ib/cf)
BLOCK SIZE
6.50 sf
7.50 sf
8.50 sf
10.67 sf
USE 10.67 ft SQUARE BLOCK
THICKNESS
2.11 ft
1.59 ft
1.23 ft
0.78 ft
9 in THICK
EMERGENCY SPILLWAY:
DESIGN THE EMERGENCY SPILLWAY FOR THE 50 YR STORM
DESIGN FLOW: Q8 Q50-Qp
Q50= Cc150A WHERE: Cc= 0.46 COMPOSITE C
Q50= 296.84 cfs 150= 9.00 in/hr (50 YR STORM)
A= 71.59 ac
Q, =FLOW THRU THE PRINCIPLE STUCTURE
RISER CAPACITY: 231.86 cfs
BARREL CAP.= 233.18 cfs RISER CONTROLS
QP 231.86 cfs
Qa 64.97 cfs
DETERMINE LENGTH OF SPILLWAY AND DEPTH OF FLOW OVER SPILLWAY
Ha [Q./ (C x L)]2v3 WHERE: C= 2.7
LENGTH HEAD (H,)
loft 1.80 ft
15 ft 1.37 ft
20 ft 1.13 ft
25 ft 0.97 ft
100 ft 0.39 ft
USE 100 ft SPILLWAY, Ha 0.39 ft
2293WETDETBASIN3.xis Page 3
.#
PROJECT NAME: Bellasera Villas BY: Thad Glankler
PROJECT NUMBER: 2293C DATE: 7/3/2002
EMERGENCY DRAIN
DETERMINE THE REQUIRED DRAIN SIZE TO DRAIN THE PERM. POOL IN 24 hrs
ASSUME 6 in 0 DRAIN INV. EL= 713.00 CL EL.= 713.25
DRAWDOWN ZONE HEAD Q TIME
BEGIN. EL END EL. ft Cfs hrs
720.00 719.00 6.25 2.32 3.60
719.00 718.00 5.25 2.13 2.36
718.00 717.00 4.25 1.92 1.19
717.00-' 716.00 3.25 1.68 0.56
716.00 .715.001 --2.25 1.39 0.37
715.00 714.00 1.25 1.04 0.24
714.00 713.00 0.25 0.46 0.17
TOTAL TIME TO DRAIN PERM POOL= 8.50 hrs
WHERE: HEAD =AVG. HT. ABOVE CL OF OPENING
Q= Cd x A x (2gH)°,'
Cd= 0.59
A= DRAIN AREA (sf)
TIME= VOU Q
WET DETENTION BASIN # 3 SUMMARY

RISER
DIA. (IN.) BARREL
DIA.(IN.) BARREL
SLOPE (%) D
in.) S
ft.) Y
ft. H
ft. He
ft.) Hr
(ft-) I Z
ft.) L
(ft.
54 54 1.00 9 10.67 13.22 11.84 0.39 2.91 8.93 100
2293WETDETBASI N3.xls
Page 4
O?O? \N AT ?9pG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P .E. Director
Division of Water Quality
June 7, 2002
DWQ# 02-0637
Mecklenburg County
Mr. Todd A. Saieed
Dewitt Corporation
P.O. Box 17566
Raleigh, NC, 27619
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Saieed:
You have our approval, in accordance with the attached conditions, to place fill in 0.06 acre of wetlands and waters and
180 linear feet of an intermittent and perennial unnamed tributaries to Irvins Creek in order to construct the Bellasera
subdivision in Mecklenburg County, as described in your application received by the Division of Water Quality on April 26,
2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification
Number 3362, which can be viewed on our web site at htti)://h2o.enr.state.nc.us/ncwetiands. This Certification allows you
to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). Forthis approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition listed below:
An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur. The stormwater management plan must include plans and
specifications for stormwater management facilities designed to remove 85% TSS according to the most recent version
of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at
the subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater
management plan, as approved by this Office, shall be implemented. The structural stormwater practices and well as
drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the,North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Samar Bou-ghazale in our Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in
the Central Office in Raleigh 919-733-9721.
?/)
limm??0
, P. N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 7337015

Customer Service
1 800 623-7748
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Gregory Antemann, 528 East Blvd., Suite 101, Charlotte, NC, 28203
020637

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Bellasera
Project Number 02 0637
Recvd From APP
Received Date 4126/02
Recvd By Region
Project Type residential
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
Samar Bou-ghazale
Rpx Gleason
County Mecklenburg
County2
Region Mooresville
Stream
Class Acres
Prim. supp. Basin Req.
Stream Impacts (ft.)
Feet ' -
Req.
F 39 Stream FT -@)N F_ ll-137-9-2 F_cF_3Q834. -552F-1750 F-
CBR O Y O h 30,834.
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y QQ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? Q Y 0 N
Recommendation: 0 Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 35725 Longitude (ddmmss) ,804142
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Bellasera County Mecklenburg
Project Number 02 0637 Regional Contact: Samar Sou-ghazale
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
Triage Check List
Dater
4,,-,)/-
To: ?RRO Steve Mitchell Project Name /Z-e
?FRO Ken Averitte DWQ Project Number -
?WaRO Deborah Sawyer County?WRO Joanne Steenhuis
EWSRO Jennifer Frye
CARO MTKe PaiKe.
.29RO P? Cohr?
From: - Telephone 919) 733-
The ffie atia&ied is being forwarded /0you for your evaluation. Please call if you need
assis`Lrce.
C Siream meth impacted
C Strean dL_.=?nirs?en
E] Weiland de=ermk;25on and distance to blue-line surface waters on USGW topo m ps
i torJavcgdance issues. 7 i C 7107%42-
C}xirier-PIjIes (Netza,Tar-Pamilco, Catawba, Randleman)
M Pond ID ;
? Wa-uion
C Are tt'e and or wetand mitigation sites avalable and viable?
C! Cbeck d2n*;nas fcr accuracy
G is tineilon cocssstent wrath pre-application meetings?
- Clan v= iirrnpad ccxlc h-w - = T
'_ _ _ - '-'_?Tii?.:,yfAJTts??'i•. ?4-?i?• aMi2F'Si?'?FS?•r
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Carolina Wetland Services
Pre-Construction Notification Pursuant to
Nationwide Permit No. 39
Bellasera Multi-Family Site C[r ti;
Matthews, North Carolina
Carolina Wetland Services Project No. 2002-0173
April 22, 2002
(32063?.
Applicant:
Dewitt Corporation
3301 Benson Drive, Suite 501
Raleigh, North Carolina 27609
Contact: Mr. Todd Saieed
[phone]
Prepared By:
Carolina Wetland Services, Inc.
528 East Boulevard, Suite 101
Charlotte, North Carolina 28203
Contact: Mr. Gregory Antemann, P.W.S.
[phone]

528 East Blvd., Suite 101 • Charlotte, NC 28203 • [phone] Office • [phone] Fax
www.carolinawetiandservices.com
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173

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Table of Contents
Executive Summary ....................................................................................................................... 1
Existing Conditions ....................................................................................................................... 2
Current Land Use ....................................................................................................................... 2
Jurisdictional Delineation and Verification ............................................................................... 2
Stream Classifications ............................................................................................................... 3
Wetland Ratings ........................................................................................................................ 4
Ponds ......................................................................................................................................... 5
Agency Correspondence ................................................................................................................ 6
Cultural Resources ..................................................................................................................... 6
Protected Species ....................................................................................................................... 6
Purpose and Need for the Project .................................................................................................. 7
Project History ............................................................................................................................... 7
Avoidance and Minimization ........................................................................................................ 8
Proposed Impacts to Jurisdictional Waters .................................................................................... 8
Compensatory Mitigation .............................................................................................................. 9
Storm Water Management Plan ................................................................................................... 10
List of Tables
Table 1. Summary of On-site Jurisdictional Areas ....................................................................... 3
Table 2. Proposed Impacts to Jurisdictional Areas ...................................................................... 9
List of Attachments
Attachment A - Figure 1. USGS Site Location Map
Attachment A - Figure 2. Soil Survey Map
Attachment A - Figure 3. Wetland Boundary Survey
Attachment A - Figures 4-4d. Site Plan
Attachment B - Agent Certification of Authorization Form
Attachment C - Pre-Construction Notification Application - Nationwide Permit No. 39
Attachment D - NCDWQ Stream Classification Forms
Attachment E - USACE Intermittent Channel Evaluation Forms
Attachment F - Routine On-site Data Forms
Attachment G - Wetland Rating Worksheets
Attachment H - Representative Photographs
Attachment I - Agency Correspondence

Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
Executive Summary
' The Bellasera Multi-Family Site is located in Matthews North Carolina approximately 2,000
' feet northeast of the junction of U.S. Highway 74 (Independence Boulevard) and Highway 51
(Matthews-Mint Hill Road) (Attachment A - Figures 1 and 2). The site is approximately 40
acres in size and is located within the Catawba River Basin. There are five on-site jurisdictional
areas: Stream A, Stream B, Wetland AA, Pond A, and Pond B (Attachment A - Figure 3). This
project's applicant, Dewitt Corporation, is proposing the construction of a multi-family
residential development. Carolina Wetland Services (CWS) has been authorized to act as an
agent in providing wetland permitting services for Dewitt Corporation in this matter
(Attachment B). On behalf of Dewitt Corporation, CWS is submitting a Pre-Construction
Notification application (Attachment C) with attachments in accordance with Nationwide Permit
General Condition No. 13, and pursuant to Nationwide Permit No. 39.
Site Solutions has been contracted to develop the Master Plan for the Bellasera Multi-Family
Site. They have designed a site plan that incorporates the on-site wetlands and drainage features
' as amenities to be protected and enjoyed by the proposed community. Housing sites and
attendant features will be positioned outside of jurisdictional waters to the maximum extent
possible while still achieving the goals of the project. Unavoidable impacts to jurisdictional
waters due to stream crossings have been reduced through the use of retaining walls. The
jurisdictional waters impacted by this project include 46 linear feet of perennial channel, 0.02
acre (134 If) of unimportant intermittent channel, 0.02 acre of wetland, and 0.04 acre of pond
' (open water). To mitigate for these limited impacts, riparian buffers will be maintained along all
undisturbed stream segments.
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
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Existing Conditions
The Bellasera Multi-Family Site is located in Matthews, North Carolina, approximately 2,000
feet northeast of the junction of U.S. Highway 74 (Independence Boulevard) and Highway 51
(Matthews-Mint Hill Road) (Attachment A - Figures 1 and 2). The site is approximately 40
acres in size and is located within the Catawba River Basin. The following sections describe the
existing conditions on the site.
Current Land Use
The majority of the site is wooded with a maintained area surrounding Pond A in the southern
corner of the site. Dominant vegetation growing in the wooded areas includes: Virginia pine
(Pinus virginiana), tulip poplar (Liriodendron tulipifera), red maple (Acer rubrum), white oak
(Quercus alba), and sweet gum (Liquidambar styracifula). The presence of weedy species suggests
that this area has been used for agricultural purposes in the past.
Jurisdictional Delineation and Verification
CWS's Gregg Antemann, Andrea Hughes, and Isaac Hinson delineated on-site jurisdictional waters
of the U.S.1 on January 11, 2002 using the U. S. Army Corps of Engineers (USACE) - Routine On-
site Determination Method. This method is defined in the 1987 Corps of Engineers Wetlands
Delineation Manual2. Jurisdictional waters of the U.S. were classified according to recent North
Carolina Division of Water Quality (NCDWQ)3 and USACE guidance. There are five
jurisdictional areas within the project site: Stream A, Stream B, Wetland AA, Pond A, and Pond B
(Attachment A - Figure 3). On-site jurisdictional waters are unnamed tributaries to Irvins Creek.
Irvin Creek is located within the Catawba River Basin and is classified as "Class C" waters by the
NCDWQ. Table 1 is a summary of on-site jurisdictional areas. A surveyed Wetland Delineation
(Wetland Boundary Survey) and Jurisdictional Determination package was forwarded to the
USACE and was verified (signed) on March 20, 2002 (Attachment A - Figure 3. Wetland
Boundary Survey).
1 "Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all
interstate waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
3 North Carolina Division of Water Quality Stream Classification Method. Version 2.0. 1999.
2
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
Table 1. Summarv of On-site Jurisdictional Areas

Jurisdictional Area
Classification Approximate
Acreage ac, a
_,> Approximate

Len th _
Stream A Unimportant intermittent 0.01 265
Stream A Important intermittent -- 299
Stream A Perennial -- 360
Stream B Unimportant intermittent 0.01 105
Wetland AA Foreba wetland 0.09 --
Pond A Open water 1.03 --
Pond B Open water 1.66 --
Total 2.80 1,029
Stream Classifications
Stream A generally flows north across the site from Pond A to Pond B. The upstream limit of
Stream A begins approximately 100 feet north of Pond A and is evaluated to be unimportant
intermittent. This portion of Stream A had weak riffle-pool sequences, channel braiding and a
weak bankfull bench (Attachments C and D - SCP#1). There were rooted plants in the channel
bed, leaf litter, and no signs of recent flow. This portion of Stream A rated a 17.5 out of a
possible 71 points on the NCDWQ Stream Classification Form and has a drainage area of
approximately 10 acres. A photograph of unimportant intermittent Stream A has been included
as Attachment F - Photograph A. Approximately 265 linear feet of Stream A appears to be
unimportant intermittent on site.
At a two-foot nick point approximately 365 linear feet downstream from Pond A, Stream A
becomes an important intermittent channel for approximately 300 linear feet. This portion of
Stream A has moderate levels of riffle-pool sequences and sinuosity
(Attachments C and D - SCP#2). There is a continuous bed and bank present with a saturated
channel bottom and persistent pools. This portion of Stream A scored a 24 out of a possible 71
points on the NCDWQ Stream Classification Form and drains approximately 20 acres. A
photograph of the important intermittent portion of Stream A has been included as
Attachment F - Photograph B.
4 Acreage of unimportant intermittent channel was estimated based on an average ordinary high water width of three feet.
3
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
Approximately 360 linear feet of Stream A is perennial. This portion of the stream exhibits
strong stream sinuosity and a bankfull bench (Attachments C and D - SCP#3). Groundwater
flow was observed on the day of the field investigation with an average width of four feet.
Stream A rated a 34.5 out of a possible 71 points on the NCDWQ Stream Classification Form.
This portion of Stream A has a drainage area of approximately 25 acres.
Stream B flows north across the northeast corner of the site for approximately 105 linear feet.
Stream B is an unimportant intermittent channel. This portion of Stream B exhibits weak riffle-
pool sequences, channel substrate (coarse sand and clay), and channel braiding (Attachments C
and D - SCP#4). This stream rated a 17 out of a possible 71 points on the NCDWQ Stream
Classification Form and has a drainage area of approximately 5 acres. A photograph of this
portion of Stream B has been included as Attachment F - Photograph C.
Wetland Ratings
Wetland AA is located at the confluence of Stream A and Pond B. This area is approximately
0.09 acre in size and was determined to be a wetland based on the presence of hydric soils,
indicators of wetland hydrology, and the dominance of hydrophytic vegetation. Hydrophytic
vegetation observed includes broomsedge (Andropogon virginicus), switch grass (Panicum
rigidulum var. pubescens), tag alder (Alnus serrulata), black willow (Salix nigra), and various
species of sedge (Carex spp.). A Routine On-Site Data Form for this wetland is included as
Attachment E - DP#1 and a photograph is included as Attachment F - Photograph D. A Routine
On-Site Data Form representative of adjacent upland areas has been included as
Attachment E - DP#2.
4
' Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
The on-site wetland area (Wetland AA) was evaluated utilizing the North Carolina Department
' of Environment and Natural Resources (NCDENR) Guidance for Rating the Values of Wetlands
in North Carolinas. The evaluation and ratings of the on-site wetland area are based on:
• Water Storage
• Bank/Shoreline Stabilization
• Pollutant Removal
' • Wildlife Habitat
• Aquatic Life Value
' • Recreation and Education
' Wetland AA was classified as a forebay wetland and scored 35 out of a possible 100 points
(Attachment G). This wetland exhibited strong bank/shoreline stabilization and wildlife habitat
' functions. During the development of a Storm Water Management Plan (SWMP), techniques to
improve the pollutant removal functions of this wetland will be investigated.
Ponds
' Pond A is located in the southern corner of the property and is approximately 1.03 acre in size.
The perimeter of the pond is maintained grass. The water level of Pond A appeared to be lower
than usual due to the local drought conditions. Asiatic clam (Corbicula fluminea) shells were
' abundant along the exposed shoreline of the pond.
' Pond B is located in the northern corner of the property and is fed by Stream A. This pond is
approximately 1.66 acres in size. Wildlife use observed adjacent to or on this pond included
beavers (beaver lodge), Canada geese (on pond), deer (tracks), and raccoons (tracks). These
ponds will be modified to treat stormwater runoff.
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5 NCDENR. Guidance for Rating the Values of Wetlands in North Carolina, January, 1995.
1
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173

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Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on February 8, 2002, to
determine the presence of any areas of architectural, historic, of archaeological significance that
would be affected by the project. In a letter dated March 12, 2002, SHPO verified that there are
no historic resources that would be affected by the project (Attachment I).
Protected Species
Correspondence, dated February 7, 2002, was forwarded to the North Carolina Natural Heritage
Program (NCNHP) to determine the presence of any federally-listed or candidate endangered or
threatened species or critical habitat within the permit area of the proposed project. The
following species are known to exist within the Matthews, NC, and Mint Hill, NC, quadrangles:
Carolina birdfoot-trefoil (Lotus helleri), eastern creekshell (Villosa delumbis), eastern shooting
star (Dodecatheon meadia var meadia), crested coralroot (Helaxectris spicata), Carolina darter
(Etheostoma collis), Piedmont Aster (Aster mirabilis), and white wild indigo (Baptisia
albescens). Correspondence from the NCNHP, dated February 14, 2002, indicates that there are
no records of rare species, significant natural communities, or priority natural areas at or within a
mile of the proposed site (Attachment I). During the field visit, no habitat for the aforementioned
species was observed within the project area.
In addition to the letter to the NCNHP, a letter was forwarded to the U.S. Fish and Wildlife
Service (USFWS) on February 7, 2002. To date no response from this agency has been received.
Based on the correspondence from the NCNHP, the presence of any federally protected species
is unlikely.
6
' Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
Purpose and Need for the Project
Dewitt Corporation is planning a multi-family housing development on this project site. The
' purpose of this project is to provide housing in an area that is experiencing significant
commercial growth. Making housing, retail, and office space available in the same community
' leads to a decrease in commuter congestion. In addition, multi-family housing allows for an
increase in affordable home ownership opportunities while minimizing the area of land needed to
be developed to accommodate this increase. As currently proposed, this site will provide 176
' housing units. Construction is expected to begin during the summer of 2002.
Project History
There is no previous project history for this site. In the past, the surrounding area was a rural
community that underwent minimal development. The area is now becoming a high-growth
' suburb of Charlotte and this project represents the first attempt to develop the proposed site.

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Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
Avoidance and Minimization
From the beginning of its design, the site plan for this project has been developed to avoid
jurisdictional features to the maximum extent possible while still achieving the project's goal.
The Site Plan is included as Attachment A - Figures 4-4d. Housing sites and attendant features
were designed around the ponds (Pond A and B) and Stream A, providing access to these
features and an adjacent nature trail as an amenity for the community residents.
Key elements of the avoidance and minimization strategy include:
• avoiding approximately 614 linear feet of important stream (Stream A)
• avoiding approximately 0.02 acre (236 linear feet) of unimportant
intermittent channel (Stream A and B)
• avoiding 2.65 acres of ponds (Ponds A and B)
• avoiding approximately 0.07 acre of wetlands (Wetland AA)
This Site Plan avoids impacting 93% of on-site important stream channels. In addition, all
crossings associated with the nature trail will be spanned to avoid addition channel impacts. The
two road crossings will be designed to meet the USACE Wilmington Regional Condition that
requires new culverts to be buried one foot below the existing streambed. Channel impacts
associated with these crossings have been minimized to the maximum extent through the
construction of retaining walls.
Proposed Impacts to jurisdictional Waters
The proposed development of the 40-acre Multi-Family Bellasera Site will result in unavoidable
impacts to jurisdictional waters of the U.S. These impacts have been determined utilizing an
overlay of the Wetland Boundary Survey and the proposed site plan.
Approximately 0.01 acre (82 linear feet) of unimportant intermittent Stream B and 0.04
acre of Pond B will be impacted for the construction of multi-family housing units and
attendant features (Attachment A - Figures 4a and b). Approximately 0.02 acre of
Wetland AA will be impacted for the construction of a parking lot and road crossing
(Attachment A - Figure 4c). Approximately 46 linear feet of perennial Stream A and
8
• Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
1
0.01 acre (52 linear feet) of unimportant intermittent Stream A will be impacted for road
construction (Attachment A - Figure 4c and d). All totaled, this plan impacts
approximately 46 linear feet of perennial channel, 0.02 acre (134 linear feet) of
' important intermittent stream channel, 0.02 acre of wetland area and 0.04 acre of open
water. Table 2 is a summary of the proposed impacts.
Table 2. Proposed Impacts to Jurisdictional Areas
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Jurisdictio
al Cla
cat
on/
si
Area Wetland Rating - Linearfeet Acres Activity
ac.
Stream A Perennial 461f -- Road crossing

Stream A Unimportant
--
0.01 ac.
Road crossing
intermittent

Stream B Unimportant
--
0.01 ac.
Building pad
intermittent
Wetland AA 35 -- 0.02 ac. Parkin lot
Pond B Open water -- 0.04 ac. Building ad
TOTAL 461f 0.08 ac.
Activities that will result in impacts to jurisdictional waters of the U.S. will be required to follow
' the General Conditions of the Nationwide Permits (Federal Register, Vol. 67, No. 10; January
15, 2002.
Proposed Conceptual Compensatory Mitigation
' Due to the limited nature of these impacts, this project is proposing preservation of undisturbed
' stream channel and the maintenance of riparian buffers along undisturbed stream segments to
mitigate for the 46 linear feet of perennial channel impacts. In addition to the preservation of on-
site channels, two on-site ponds will be modified to improve their ability to treat storm water run-
off.

' Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173

7

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Storm Water Management Plan
To compensate for the loss of approximately 0.06 acres of ponds and wetlands, Ponds A and B
will be retrofitted in order to provide increased flood attenuation, establish native vegetation, and
provide an increased ability to filter storm water. Approximately 2.65 acres of open water
habitat (Ponds A and B) will be improved. A vegetated littoral shelf capable of removing a
variety of surface water pollutants will be created along the slopes of these existing ponds. This
shelf will have a shallow slope and provide adequate zones for the establishment of wetland
vegetation. Once retrofitted, Ponds A and B will be able to achieve the 85% Total Suspended
Solids removal goal required by NCDWQ. Specific details of the Stormwater Management Plan
are being finalized by Site Solutions. Once complete, this plan will be forwarded to the
NCDWQ for approval.
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Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173

12 '11"
U 44
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a•`? t? 6 Q.'y?? """??-"?' d ?'h;? x ` t'- ? y' ? a ?"-?ry!? p. .¢ 'iE??.?, ?ik?r.jg"'l
Attachment B - Agent Certification of Authorization Form
w' ,

' AGENT CERTIFICATION OF AUTHORIZATION
' A,
representing Dewitt Corporation hereby certify
' that I have authorized Gregory C. Antemann of Carolina Wetland Services, Inc. to act on my
' behalf and take all actions necessary to the processing, issuance, and acceptance of this permit
and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Applicant's signature Age signature
' 2 be /02., z ZO Zr
Date
Date
' Completion of this form will allow the agent to sign all future application correspondence_
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
??"?.?tL? Z ? x w r
M?htcy V. } ?? -r r - ? rih s ea ?iyr -`,
V, - v
9
Attachment C - Pre-Construction Notification Form
Pursuant to Nationwide Permit No. 39
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit No. 39

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Dewitt Comoration
Mailing Address: P.O. Box 17566
Raleigh, North Carolina 27619
POC: Mr. Todd Saieed
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: N/A
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Gregory C. Antemann, PWS
Company Affiliation: Carolina Wetland Services, Inc.
Mailing Address: 528 East Blvd.. Suite 101
Charlotte North Carolina 28203
Telephone Number: 704-377-1822 Fax Number: 704-377-6951
E-mail Address: gntemann(a,carolinawetlandservices.com
Page 1 of 7
III. Project Information
1. Name of project: Bellasera Multi-Family Project
2. T.I.P. Project Number (NCDOT Only): N/A
' 3. Property Identification Number (Tax PIN): Parcel ID# 19331111 and 19331127
4. Location
County: Mecklenburg Nearest Town: Matthews
Subdivision name (include phase/lot number): N/A
' Directions to site (include road numbers, landmarks, etc.): The site is located on Highway 51
(Matthews-Mint Hill Road) approximately 2,000 feet east of its intersection with U.S. 74
(Independence Boulevard). The site is on the northwest side of the highway.
' S. Site coordinates, if available (UTM or Lat/Long): N350 7' 25" - W80° 41' 42"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: The
' existing land use of the site can be described as wooded
7. Property size (acres): Approximately 35 acres
' 8. Nearest body of water (stream/river/sound/ocean/lake): Irvins Creek
' 9. River Basin: Catawba River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/maps/.)
' 10. Describe the purpose of the proposed work: Dewitt Corporation is planning a multi-family
housing development on this site.
' 11. List the type of equipment to be used to construct the project: Heavy equipment typically
used for site grading and paving work will be used.
' 12. Describe the land use in the vicinity of this project: The land use surrounding the project is
a mix of commercial, residential, and rural.
' IV. Prior Project History
No known Nationwide Permits were issued for this site in the past. This project is the first to
' apply for a Nationwide Permit. See attached report for a complete discussion.

Page 2 of 7
V. Future Project Plans
There are no known future project plans for this portion of the site.
I
I
I

I
I

VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Wetland Impacts

Wetland Impact
of Impact
Area Located within
1 00-year
00ye r
Distance to
Site Number Type of Impact*
(acres)
Flo
dplai Nearest Stream Type of Wetland***
(indicate on map) ( (linear feet)
Wetland AA Grading 0.02 no Contiguous Forebay

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.09
Total area of wetland impact proposed: 0.02
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Stream A Road crossing 461f Unnamed tributary 4 feet Perennial
Stream A Road crossing 52 if Unnamed tributary 3 feet Unimportant
intermittent
Stream B Fill 821f Unnamed tributary 3 feet Unimportant
intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 3 of 7

FI
?I

1

www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.to]Dozone.com,
www.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 180 linear feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
Pond B Grading/Retaining
wall 0.04 N/A Pond

' List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
From the beeinnine of its desien. the site elan for this proiect has been developed to avoid jurisdictional features to the
maximum extent possible while still achieving the project's goal. Housing sites and attendant features will be positioned
around the Qonds (Pond A and B) and Stream A, providing access to these features and an adjacent nature trail as an amenity
for the community residents. Key elements of the avoidance and minimization strategy include: avoiding 614 linear feet of
important channel (Stream A), 0.02 acres (236 linear feet) of unimportant channel (Streams A and B). 2.65 acres of ponds,
and 0.07 acres of wetland.
Page 4 of 7
VIII. Mitigation
I

I

i

I
I

1. This project is proposing preservation of stream channel and riparian buffer to mitigate for the 46 linear feet of
perennial channel impacts. Buffers will be maintained adjacent to on-site channels to the maximum extent
practicable.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/M/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
' copy of the NEPA or SEPA final approval letter.
Yes ? No ?

Page 5 of 7

1 X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
' It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
' and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
' (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify):
' Yes ? No N If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
' mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. N/A

Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 3U teet perpendicular trom near bank of channel; Zone 2 extends an
' additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
' N/A
XI. Stormwater (DWQ Only)
' Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
' downstream from the property.
The existine on-site ponds will be retrofitted to provide 85% removal of Total Suspended Solids.

1
' Page 6 of 7

XII. Sewage Disposal (DWQ Only)

Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This site will be connected to the public sanitary sewer system
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
The construction of this project is scheduled to commence summer 2002.
r.
ApplicaFft/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
- ZZ-J0Z

Page 7 of 7
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
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Attachment D -NCDWQ Stream Classification Forms

I

' NCDWO Stream Classification Form Stream A -Unimportant Intermittent - SCP#1 Andrea L. Hughes 0
Project Name: Bellasera Multi-family Site River Basin: Catawba County: Mecklenbure Evaluator: Gregory C Antemann, PWS
' DWQ Project Number: Nearest Named Stream: Irvins Creek Signature
Date: 01/11/2002 USGS QUAD: Matthews and Mint Hill Longitude: W8014 P 42" Latitude, N35° 7' 25"
Location/Directions: On Hiahwgy 51 (Matthews-Mint Hill Road). approximately 2,000 feet east of its intersection with U.S. 74 (Independence
Boulevard). The site is on the northwest side of the hi wa .
' ;PLEASE NOTE: if evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream--this rating system should not he used*
Primary Field Indicators: (Circle One Number Per Line)
' I Geomorphology Absent Weak Moderate Stron
1) Is There A Riffle Pool Sequence? 0 111 2 3
2) Is The USDA Texture In Streambed 2 it
0
.- -,-__- .- ..- in-not;-%
9) Is A Continuous Bed & Bank Present? V M
*NOTE: I Bed & Bank Caused B Ditchin And WITHOUT Sinitosi Then Score=0*
10) Is A 2" Order Or Greater Channel (As Indicated
_ On Topo Man An&Qr In Field) Present? Yes 3 NoO
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 10
It. H drol Absent Weak Moderate Strong
1) Is There A Groundwater n
Flow/Discharee Present? NJ I 2 it
PRIMARY HYDROLOGY INDICATOR POINTS: 0
' Secondary Field Indicators: -(Circle One Number Per Line)
7 ('?mm?rnhninw
3) Does Topogaphy Indicate A
'
Natural Drainage Way? 0 0.5
Q 1 5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 3.5
II Hvdrology Absent Weak Moderate _ Strone
1) Is This Year's (Or Last's) Leaflitte
T N n
'
Present In Streambed?
1 5 1
n n S
0.5
n 1.5
-- ---- -------------------
4) Is Water In Channel And >48 Hrs. Since y 0.5 1 1.5
5) Is There Water In Channel During D 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In HeadcutV Yes-1 5 No =V
SECONDARY HYDROLOGYINDICA TOR POINTS: 1.5
?a,..,...* Wnolr Mntlerate Strong
111. Molu
1 Are Fish Present? ----
1 - -- ---
1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A vatic les Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Mac benthos Present? 0.5 1 1.5
Are Iron Oxidizin Bacteria/Fun s Present? 0.5 1 1.5
7) Is Filamentous I ae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly PAU W mosey VA'_ slustly r? v
(*NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDARY BIOLOGY INDICATOR POINTS._0.5
TOTAL POINTS (Primary +Secondary)= 17.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARY BIOLOGY INDICATOR POINTS: 2
NCDWO Stream Classification Form Stream A-Important Intermittent -SCP#2 Andrea L. Hughes f%
Project Name: Bellasera Multi-family Site River Basin: Catawba County: Mecklenburg Evaluator: Gregory C. Antemann PWS
DWQ Project Number: Nearest Named Stream: Irvins Creek Signature:
' Date: 01/11/2002 USGS QUAD: Matthews and Mint Hill Longitude: W80° 41' 42" Latl e: N35° 7' 25"
Location/Directions: On Highway 51 (Matthews-Mint Hill Road), approximately 2,000 feet east of its intersection with U.S. 74 Inde endence
' Boulevard . The site is on the northwest side of the highway.
*PLEASE NOTE: If evaluator and landowner agree that thefeature is a man-made ditch, then use of thisforne is not necessary. Also, if in the hest professional.judgement of the evaluatoi the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I Geomorpholo2v Absent V1'eak Moderate Strong -
' I Is There A Riffle Pool Seouence? 0 1 ?i 3
2) Is The USDA Texture In Streambed 1 (? 3
Different From Surrounding Terrain9 0
3 Are Natural Levees Present? 0 1 2 3
n 3
;7 r_ mt_-_ A_ I-.;- ff .D-N1\
I
I
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Presents no 1 2 3
PRIMARY HYDROLOGY INDICATOR POINTS: 0
A 1.ennr Weak Moderate Strong

1 Are Fibrous Roots Present In Streambed? 3 0
1
2) Are Rooted Plants Present In StreainbeV 3 I 0
3 Is Peri h ton Present? 1 2 3
4) Are Bivalves Present? 0 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 4
Secondary Field Indicators: (Circle One Number Per Line)
' 3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 Q 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 3.5
II Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
r_- -1

4) Is Water In Channel And >48 Hrs. Since ? 0.5 1 1.5
Last Known Rain? *NOTE: l 'Ditch Indicated In " 9 Ahove Ski This Ste And ii5 Below*
5) Is There Water In Channel During Dry 0 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Fes= 1No=0
SECONDARY HYDROLOGY INDICATOR POINTS: 3.5
.. J...... a.. C4........
I
I
111.151010
1 Are Fish Present?
0.5 1 - " "---"
1.5
2 Are Amphibians Present? 0 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun us Present? 0 0.5 l 1.5
7 Is Filamentous Algae Present? 0 0.5 I 1.5
8) Are Wetland Plants In Streambed? SAV Mostly U15L tvlostty VACVV lvlosily rAt- lvlosily rAI.U inusay Url
(*NOTE. If Total Absence OJ'AII Plants In Streambed 2 1 0.75 0.5 0 0
Ac Noted Above Skin This Step UNLESS SA V Present*)
SECONDARY BIOLOGY INDICATOR POINTS: 0
TOTAL POINTS (Primary + Secondary= 24 If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

YJ 15 A C ORrillllU lJ DGU a A61u i c?ci.
*NOTE: 1 Bed B Bank Caused B Ditching And WITHOUT Sinuocit Then Score dl
10) Is A 2"d Order Or Greater Channel (As Indicated
On Tono Man And/Or In Field) Present? Yes=3 No=n
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 13
I NCRAQ Stream Classification Form Stream A - Perennial - SCP#3

_ Andrea L. Hughes A*
Project Name: Bellasera Multi-family Site River Basin: Catawba County: Mecklenburg Evaluator: GregC C. AntemanPWS
DWQ Project Number: Nearest Named Stream: Irvins Creek
' Date: 01/11/2002 USGS QUAD: Matthews and Mint Hill Longitude: W80'41'42" Latitude: N35° 7' 25"
Location/Directions: On Highway 51 (Matthews Mint Hill Roadl approximately 2 000 feet east of its intersection with U S 74 (Independence
Boulevard). The site is on the northwest side of the hi hwa .
Primary If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is nat necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
' Primary Field Indicators: (Circle One Number Per Line)
I Geornorpholo y Absent Weak Moderate Strop
' 1) Is There A Riffle Pool Seq ience9 0 1 wi -
2) Is The USDA Texture In Streambed 1 ?j 3
?..«.]:.... Tn.rn.n? Q
9) is A Continuous Bed a Bank Present=
*NOTE: U 'Bed & Batik Caused B Ditchin And HO T inn si 7lien Score=O*
10) Is A 2°d Order Or Greater Channel (As Indicated
On TODD Map And/Or In Field) Presento Yes =3 NoA
M PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 18
II. H drol Absent Weak Moderate Strop
1) Is There A Groundwater
Fllow/Dkcharge Present? 0 1 3
PRIMARY HYDROLOGY INDICATOR POINTS: 2
wo. L> Mnderate Strong
'
PRIMARY BIOLOGY INDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
1

3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 in 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 3
IIII Hydrology Absent Weak Moderate Moderate _ Strong
1) Is This Year's (Or Last's) Leaflitter
_ n n n
we2!i M-1-tP Strong
Ill. Biology
1 Are Fish Present? --

0 5 1

1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtle Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1
Are cr benth Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun Present? 0.5 1 1.5
7) Is Filamentous Algae Present? 0.5 1 1.5
' 8) Are Wetland Plants In Streambed? SAV Mostly 0131, Mostly VAe_.vv rvwsity VHa inwuy r- a ??.•? ?•
(* NOTE: IfTolal Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Ski This Ste UNLESS SAV Present* .
SECONDARY BIOLOGY INDICATOR POINTS:- 0
I TOTAL POINTS (Primate+Secanda+ 34.5 (If Greater Than Or Equal Ta I9 Points The Stream is At Leasi Intermittent)
Ill. Biology.
- ---
2 1 0
1 Are Fibrous Roots Present In Streambed? 0
Are Rooted Plants Pre ent In Streambed? 2 I
Peri h t n Present?
Is
3
1 2 3
3
Present?
Are Bivalves
4 1 2

4) Is Water In Channel And >48 Hrs. Since 0 lJ
Last Known Rain? *NOTE. I Ditch Indicated In #9 Above Ski This Ste Aird #5 Below*
5) Is There Water In Channel During Dry 0 0.5 1 1.5
Conditions Or In Or In GrowingSeasonl?
6) Are Hnc Soils Present In Sidef Chamel (Or In Headeut)? yeti-I Soils Present In Sides Of Channel (Or In Headcuth Yeti-1 No=O
SECONDARY HYDROLOGY INDICATOR POINTS: 5.5
INCDWO Stream Classification Form Stream B - Unimportant Intermittent - SCP#4 Andrea L. Hughes 4
froject Name: Bellasera Multi-family Site River Basin: Catawba County: Mecklenburg Evaluator: Gregor ! C Antemann. PWS
Signature:
WQ Project Number: Nearest Named Stream: Irvins Creek
ate: 01/1 1/2002 USGS QUAD: Matthews and and Mint Hill Longitude: W80° 41'42" Latitude: N35° 7' 25"
Location/Directions: On Highway 51 (Matthews Mint Hill Road) approximately 2.000 feet east of its intersection with U.S. 74 (Independence
Boulevard). The site is on the northwest side of the lu hwa .
PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
' feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
Absent Weak Moderate Stron
1 Geomorphology 1 2 3
lit There A Riffle Pool Seajence9 0
2) Is The USDA Texture In Streambed 1 2 3
_.,... _ _.._?.__ r,...,.:..0 0
Y) is A IAni nuous - m Haim .wc.==?: -
*N TE? I Bed Bank Caused B Ditchin And WITHOUT Sinuosity Then Score=0*
10) Is A 2nd Order Or Greater Channel (As Indicated
On Tono Mao And/Or In Field) Presento Yes ---3 Nom
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 11
11. H drolo Absent Weak Moderate Strong
1) Is There A Groundwater 3
FI w/Dischar a Present? 1 2
PRIMARY HYDROLOGY INDICATOR POINTS: 0
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
n
1
5
'
Natural Drainage Way, 0 0.5 .
SECONDARY GEOMORPHOLOGY INDICATOR POINTS:- -L-5-
11, Hydrology Absent Weak Moderate Stron
1) Is This Year's (Or Last's) Leaflitter
0
'
Present In Streambed? 1.5 1
2) Is Sediment On Plants (Or Debris) Pre ent9 0 0.5 1 1.5
3) Are Wrack Lines Presento 0 A 1 1.5
4) Is Water In Channel And >48 Hrs. Since M 0.5 1 1.5
Last Known Rain? *NOTE. I Ditch Indicated In #9 Above Ski This Ste And #5 Below*
'
5) Is There Water In Channel During Dry 0.5 I ].5
Conditions Or In Growing Season)? -
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1 5 No=51
¦ SECONDARY HYDROLOGY INDICATOR POINTS: 2
Want, Moderate Strong
III. ISIOlO •
1 Are Fish Present?

2 Are Amphibians Present? "'""•.` _...

0.5 I
0.5 ] -.....

1.5
1.5
3 Are A uaticTurtles Present?
0.5 1
1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macro enthos Prese t? .5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun s Present? 0.5 1 1.5
7) is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OHL Ivlosny rA%-" --uy r^ r , -
(* NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0 0
As Noted Above Ski This Ste12 UNLESS AV Present* .
SECONDARY BIOLOGY INDICATOR POINTS.--0.5
TOTAL POINTS (Primary + Secondary= 17 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARY BIOLOGY INDICATOR POINTS: 2
Bellasera Multi-Family Site
Nationwide Permit No. 39
April 2-2,2002
Project No. 2002-0173
Attachment E - USACE Intermittent Channel Evaluation Forms

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Iml INTERMITTENT CHANNEL
EVALUATION FORM Stream A -Unimportant Intermittent - SCP#1
ACTION ID: APPLICANT NAME Dewitt Corporation -DATE: 01/11/2002
'
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.):
' WATERBODY/RIVER BASIN: Catawba River Basin/Irvins Creek COUNTY/CITY: Mecklenburg Co./Matthews
RECENT WEATHER CONDITIONS: no rain in 48 hours; sunny, 50 degrees

P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present[Breeding
X Algae And/Or Fungus water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Coarse sand/clay
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel
X Wetlands Adjacent to/Conti uous with Channel (Discontinue)
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Dischar e (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro hytic Vegetation in/adjacent to channel
Approx. Drainage Area: Approximately 10 Acres
? Perennial Channel (stop) ? Important Channel: LF PROJECT MGR. Initials
® Intermittent Channel (proceed) ® Unimportant Channel: Approximately 265 LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
Important To Domestic Water Supply? Y /
Does Channel Appear On A Quad Or Soils Map? (V N
Determination:
I P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature: C. I °
Gregory C. Anteinann, PWS rea L. Hughes
INTERMITTENT CHANNEL
EVALUATION FORM Stream A -Important Intermittent - SCP#2
DATE: 01/11/2002
ACTION ID: APPLICANT NAME Dewitt Corporation.
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.):
' WATERBODY/RIVER BASIN: Catawba River Basin/Irvins Creek COUNTY/CITY: Mecklenburg Co /Matthews
RECENT WEATHER CONDITIONS: no rain in 48 hours• sunny, 50 degrees
P SP NP
X Observation
Fish/Shellfish/Crustaceans Present Comments or Descri tion
X Benthic Macro Invertebrates
X Am hibians Present/Breeding
X Algae And/Or Fungus (water uali function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others) Raccoon tracks
X Federal! Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated

X Channel Substrate
(i.e. ravel, cobble, rock, coarse sand)
Coarse sand/clay
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel
X Wetlands Adjacent to/Contiguous with Channel (Discontinue)
N/A Persistent Pools/Saturated Bottom June thru Se t.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h is Vegetation in/adjacent to channel
Important To Domestic Water Supply?
Does Channel Appear On A Quad Or S
Determination:
? Perennial Channel (stop)
® Intermittent Channel (proceed)
? Ephemeral Channel (no id)
? Ditch Through Upland (no jd)
Y/0
oils Map? YO/ N Approx. Drainage Area: Ap
® Important Channel: Approximately 299 LF
? Unimportant Channel: LF
(attach map indicating location of important/unimportant <
proximately 20 Acres
PROJECT MGR. Initials-
hannel)
r 1/iF fV`K
Evaluator's Signatures 4
P--Present SP=Strongly Present NP=Not Present Gregory C. Antemann, PWS / Andrea L. T4ughes
11M

INTERMITTENT CHANNEL
EVALUATION FORM
Stream A - Perennial - SCP43
ACTION ID: APPLICANT NAME Dewitt Corporation DATE: 01/11/2002
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.):
WATERBODY/RIVER BASIN: Catawba River Basin/Irvins Creek COUNTY/CITY: Mecklenburg Co./Matthews
RECENT WEATHER CONDITIONS: no rain in 48 hours; sunny, 50 degrees.
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others) Deer and raccoon tracks
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated

X Channel Substrate
(i.e. ravel, cobble, rock, coarse sand)
Coarse sand/clay
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel 4-foot average width
X Wetlands Adjacent to/Conti uous with Channel (Discontinue)
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h is Vegetation in/adjacent to channel Alnus serrulata, Sphagnum moss
Important To Domestic Water Supply?
Does Channel Appear On A Quad Or S
Determination:
® Perennial Channel (stop)
? Intermittent Channel (proceed)
? Ephemeral Channel (no jd)
? Ditch Through Upland (no jd)
Y/(E)
oils Map? Y@/ N Approx. Drainage Area: Approximately 25 Acres
® Important Channel: Approximately 360 LF PROJECT MGR. Initials-
? Unimportant Channel: LF
(attach map indicating location of important/unimportant channel)
I P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature:a.? C
bregory C. Antemann, PWS / Andrea J 144gh
INTERMITTENT CHANNEL
EVALUATION FORM Stream B - Unimportant Intermittent - SCP#4
'
ACTION ID: APPLICANT NAME Dewitt Corporation DATE: 01/11/2002.
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.):
WATERBODY/RIVER BASIN: Catawba River Basin/Irvins Creek COUNTY/CITY: Mecklenburg Co./Matthews
RECENT WEATHER CONDITIONS: no rain in 48 hours; sunny, 50 de rees
P SP NP Observation Comments or Dgsi tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water ualit function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand
Coarse sand/cla
X Ri arian Canopy Present (SP =/> 50% closure) Betula ni ra, uercus alba, Fa us andi olia
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel
X Wetlands Adjacent to/Conti uous with Channel (Discontinue)
N/A Persistent Pools/Saturated Bottom (.tune thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H drophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y / 0
Does Channel Appear On A Quad Or Soils Map? Y / NU Approx. Drainage Area: Approximately 10 Acres
Determination:
? Perennial Channel (stop) ? Important Channel: LF PROJECT MGR. Initials
® Intermittent Channel (proceed) ® Unimportant Channel: Approximately. 105 LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
Fvaliiatnr'c CianatiirP? eCJr?ti., _ ?. ? 40dw aAk1
P=Present SP=Strongly Present NP=Not Present 'Gregory C. Antemann, PWS / Andrea L. Hughes
Bellasera Multi-Family Site
Nationwide Permit No. 39
April 22, 2002
No. 2002-0173
i a
Attachment F - Routine On-site Data Forms
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: _Bellsera Multi-family Site Date: 01/11/02
Applicant/Owne Dewitt Corporation County: Mecklenburg
Investigator: Gre or C. Antemann and Andrea L. Hu hes No State:
mmunity ID:Celan
Do Normal Circumstances exist on the site.
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPI
(If needed, ex lain on reverse.
VEGETATION
Stratum Indicator
Dominant Plant Species Stratum Indicato
Dominant Plant Species
1. Alnus serrulata Tree/Sap. FACW 9.
2. Panicum rigidulum var. pubescens Herb OBL 10.
3. Carex sp. Herb 11.
4. Andropogon glomeratus Herb FACW+ 12.
5. Salix nigra Tree/Sap. OBL 13.
6. 14.
15.
8 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominant
plant species are OBL, FACW or FAC.
hTUKVLUUT
Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
X Water Marks
X
X Drift Lines
Sediment Deposits (on leaves)
Field Observations:
X Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 inche
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 6 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrolo2v is present.
Routine Wetland Determination-AA Page 1 of 2 1/22/2002
SOILS
Map Unit Name
(Series and Phase): Cecil sandy clay loam (8 to 15 % Slopes) Drainage Class well drained
Field Observations
ults Confirm
thermic T iC Ha lud Mapped Type? Yes No
Taxonomy (Subgroup):
Profile Description:
Texture, Concretions,
Depth Matrix Color Mottle Colors Mottle
(inches) Horizon lMunsell Moistl (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B Gleyl 2.5YR 3/6 common/ silty loam
2.5/10Y prominent
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soil
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are present.
?wwtw? ATI/1 w1
rrr- i L-r+lvv
Hydrophytic Vegetation Present? es No (Circle
Wetland Hydrology Present? es No (Circle)
IlHvdric Soils Present? es No Is this Sampling Point Within a Wetland? Ye No
Approves by NQUJAUr GAS
Routine Wetland Determination-AA Page 2 of 2 1/22/2002
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Beilasera Multi-family Site Date: 01/11/02
Applicant/Owne Dewitt Corporation County: Mecklenburg
Investigator: Gregory C Antemann and Andrea L. Hushes State: NC
Do Normal Circumstances exist on the site. Yes No Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
(If needed, explain on reverse.
VEGETAI IUN
Stratum Indicator
Domin
Dominant Plant Species
1. Juniperus virginiana Tree/sap FACU- 9.
2. Quercus alba Tree/sap FACU- 10.
3. Ulmus rubra Tree/sap FAC 11.
4. Ligustrum sinense Shrub FAC 12.
5. Pinus virginiana Tree/sap 13.
6. 14.
15.
8 16.
Percent of Dominant Species that are OBL, FACW or FAC
rks:
NTUKULUUT
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12"
_ Water Marks

Field Observations: Drift Lines
_ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inche
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC•Neutral Test
Other (Explain in Remarks)
Remarks:
There are no indicators of wetland hydrology present.
Routine Wetland Determination-AA Page 1 of 2 1/22/2002
SOILS
Map Unit Name
Cecil sandy day loam (8 to 15 % slo
pes) Drainage Class well drained
(Series and Phase): Field Observations
Taxonomy (Subgroup): thermic T is Ha ludults
Confirm Mapped Type? Yes No
Profile Descri tion:
Depth Matrix Color Mottle Colors
Mottle Texture, Concretions,
etc.
Structure
(inches) Horizon (Munsell Moistl (Munsell Moist) ,
Abundance/Contrast
i
dam
0-12 B
10 YR 5/6
7.5 YR 5/8
nct
rare, dist
_ Histosol
_ Histic Epipedon
_ Sulfidic Odor
_ Aquic Moisture Regime
_ Reducing Conditions
Gleyed or Low-Chroma Colors
_ Concretions
_ High Organic Content in Surface Layer in Sandy
_ Organic Streaking in Sandy Soils
_ Listed on Local Hydric Soils List (Inclusions)
_ Listed on National Hydric Soils List
Other (Explain in Remarks)
WETLAND LUt 1 tKIV1114M I ivy.
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:

Routine Wetland Determination-AA Page 2 of 2 1/22/2002
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173
Attachment G - Wetland Rating Worksheets
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WETLAND RATING WORKSHEET Fourth Version
WETLAND AA
1
I
Project Name Bellasera Multi-Family Site Nearest Road Matthews-Mint Hill Rd (HWY 51)
County Mecklenburg Wetland Area 0.09 acres . Wetland Width 20 feet
Name of Evaluator Gregory C. Antemann Andrea L Hughes Date 01-11-2002
Wetland Area A
Wetland Location
® on pond or lake
® on perennial stream
? on intermittent stream
? within interstream divide
? other
Adjacent Land Use
(within''/z mile upstream, upslope, or radius)
® forested/natural vegetation 85 %
® agriculture, urban/suburban 15 %
? impervious surface %
' Dominant Vegetation
Soil Series Cecil-sand y loam (1) Panicum virginicus
? predominately organic - humus, muck, or (2) Alnus serrulata
peat
? predominately mineral - non-sandy
®
d
i (3) Salix nigra
' pre
om
nately sandy

Hydraulic Factors Flooding and Wetness

® steep topography ® semi-permanently to permanently
flooded or inundated
? ditched or channelized
? total wetland width > 100 feet ? seasonally flooded or inundated
? i
t
i
' n
erm
ttently flooded or temporary surface
water
? no evidence of flooding or surface water
' Wetland Type (select one)*
?Bottomland hardwood forest ?Pine Savann

?Headwater Forest
?Swamp Forest a

?Freshwater Marsh
?Wet Flat ?Bog/fen
?Pocosin ?Ephemeral wetland
'
?Bog
Forest ?Carolina Bay
®Other forebav wetland
' *this rating system cannot be applied to salt or brackish marshes or stream channels

R
A Water Storage 1 x 4.00 =
4
Bank/Shoreline Stabilization 3
T
Pollutant Removal x4.00= 12

1
Wildlife Habitat l
3 x 5.00 = 5

N
Aquatic Life Value

2 x 2.00 =
G

Recreation/Education Value

0 x4,00
=
g
8
x 1.00 = 0
TOTAL 35
*Add a point if in sensitive watershed and > 10% nonpoint disturbance within % mile upstream, upslope, or
radius
1
/ Bellasera Multi-Family Site
Nationwide Permit No. 39
April 22, 2002
Project No. 2002-0173

Att
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Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No 39 Proiect No. 2002-0173

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Photograph A. View of Stream A - Unimportant
Intermittent

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Photograph B. View of Stream A - Important Intermittent

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Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173

Photograph C. View of Stream B - Unimportant Intermittent
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Photograph D. View of Wetland AA and Pond B
Bellasera Multi-Family Site April 22, 2002
Nationwide Permit No. 39 Project No. 2002-0173

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Attachment I - Agency Correspondence
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11-
7

Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
Office of Archives and History
Match 12, 2002
K „a w. o?gny
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Gregory C Antemann
Carolina Wetland Services
528 East Blvd Suite 101
Charlotte NC 28203
Division of Historical Resources
David J. Olson, Director
Re: Proposed Residential Development, BeAasera Multi-family Site,
Matthews, Mecklenburg County, ER 02-9011
' Dear Mr. Antemann:
Thank you for your letter of February 7, 2002, concerning the above project.

I
I

We have conducted a review of the proposed undertaking and are aware of no historic resources which
would be affected by the project. Therefore, we have no comment on the undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above referenced tracking number.
Sincerely, %&_?4-- EoJt-
t avid Brook
B Administration
' Restoration
Survey & Planning
Location
507 N. Blount St, Raleigh, NC
515 N. Blount St, Raleigh , NC
515 N. Blount St, Raleigh, NC
Mailing Address
4617 Mail Service Center, Raleigh 27699-4617
4613 Mail Service Center, Raleigh 27699-4613
4618 Mail Service Center, Raleigh 27699-4618
Telephone/Fax
[phone] •733-8653
[phone].715-4801
[phone] .715-4801
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Parks and Recreation
Michael F. Easley, Governor William G. Ross, Jr., Secretary Dr. Philip K. McKnelly, Director
February 14, 2002

Mr. Gregory C. Antemann
Carolina Wetland Services
528 East Blvd, Suite 101
Charlotte, NC 28203
Subject: Proposed Residential Development - Bellasera Site, Matthews; Mecklenburg County
Carolina Wetland Services Project No. 2002-0173
Dear Mr. Antemann:
The Natural Heritage Program has no record of rare species, significant natural communities, or
priority natural areas at the site nor within a mile of the site.
You may wish to check the Natural Heritage Program database website at
<Effff.nesDarks.net/nhp/searcl-i.html> for a listing of rare plants and animals and significant
natural communities in the county and on the topographic quad map. Please do not hesitate to
contact me at 919-715-8687 if you have questions or need further information.
Sincerely,

Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
HEL/hel
1615 Mail Service Center, Raleigh, North Carolina 27699-1615
Phone: [phone] \ Fax: [phone] \ Internet: www.nesparks.net
0 n P--I (lnnnrtnnity \A ffirmariva A rfinn RmnlnvPr - 50% Recvcled \ 100/. Post Consumer Paoer
Bellasera Multi-Family Site
Nationwide Permit No. 39
April 22, 2002
Project No. 2002-0173
Attachment A - Figures 1-4

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Approximate Scale 1 2000' "
Reference: I SGS 7.5 Minute Topographic Map Series, Matthews and Mint Hill, \C, quadrangles. dated 1988 and 1996, respectively.
Carolina Wetland Services Figure 1. USGS Site Location Map
528 East Boulevard, Suite 101 Bellasera Multi-Family Site
Charlotte, North Carolina 28203 Matthews, North Carolina
CWS Project No. 2002-0173
PREPARED RY DATE
CHECKED AY pA"I"p
i 17t) It) Z (P G,A ! ZJ'2

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S ? . 'y ? "GAS, -
1 1
Approximate Scale 1" = 2000'
Reference: MRCS. Soil Survey of Mecklenburg County. NC. Sheet Nos. 8 and 13. dated 1980.
Carolina Wetland Services
528 East Boulevard, Suite 101
Charlotte, North Carolina 28203

Figure 2. Soil Survey Map
Bellasera Multi-Family Site
Matthews, North Carolina
CWS Project No. 2002-0173
i Pr1?
?? Y I DATE
PREPARED BY ? I DATE I ? ? 46 Z I CHECKED
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