20041898 Ver 1_Complete File_20001124

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Barnett. Kevin
WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Elda M. Pearce
Project Number 04 1898
Recvd From APP
Received Date` 11/24/04 Recvd By Region
Project Type shoreline stabilization
County Jackson
County2
Region Asheville
Certificates Stream
Class
Permit Wetland Wetland Wetland Stream Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
GP30 water & O Y O N F- 2-79-23-(1) WSIII B HQW 40,402. 0.01 120.00
BuffersO Z' 0N F-F-r-F- 40,402. 002. r-
f - p Y _P N
(--f -f F_-F_-F- F_
Mitigation Wetland
MitigationType Type Acres Feet
F_ I
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O YO N
Have Project Changes/Conditions Been Discussed With Applicant? O Y 0 N
Is Mitigation required? O Y OQ N Recommendation: O Issue U Issue/fond O Deny
Provided by Region: Latitude (ddmmss) _
Comments:
Issued 01103/2005 KHB
Longitude (ddmmss)
cc: Regional Office Page Number 1
Central Office
Facility Name Elda Al. Pearce
County Jackson
Project Number 04 1898
Comments (continued from page 1):
Regional Contact: Barnett, Kevin
Date:
cc: Regional Office Page Number 2
Central Office
riage Check List
Date: Project Name: a CC C'.
DWQ#• © ?? 98
County: )Qc-tSo--
To:
From. 14

ARO
FRO
MRO
RRO
Kevin B arnett
Ken Averitte
Alan Johnson
Mike Horan
? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone. (919) ? 33 -5--03 3
The file attached is being forwarded to kour for your evaluation.
Please call if you need as4stance.
1
? Stream length impacted 5.
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
16
U1R@JRflVLR D
10V 2 4 2004
Mountain Lake Permit Service WET( DSANOSTOR? QUALITY
BETH MOSTELLER
878 MOUNTAIN COVE ROAD
WAYNESVILLE, NC 28786
TELEPHONE : [phone]
FAX: [phone]
E-MAIL: [e-mail]
November 20, 2004
North Carolina Division of Water Quality )400*
Attention: John Dorney Q 4 1 a 9`
2321 Crabtree Boulevard
Parkview building
Raleigh, North Carolina 27604
Subject: Application for Shoreline Stabilization - Dry Stack Stone Boulder
Elda M. Pearce
Mailing Address:
P.O. Box 250145
Atlanta, Georgia 30325
Property Address:
Lake Glenville - North Carolina
Tator Knob, Doe Lane House #42
Glenville, NC 28736
This Letter is a Summary of the Enclosed Application for Shoreline Stabilization.
One original and seven copies = Total of eight enclosed
1. Letter from Duke Power - Nantahala Area Lake representative
2. Abbreviated Application Form - 401 Water Quality Certification
3. Check for $200.00 Application Fee
4. Agent Authorization Letter
5. Plat
6. Road Map
7. Directions
8. Pictures
9.
10. Plan sketch (2)
Self addressed envelope with postage
P?'r1?,1?p1;T

Cc: Duke Power Company - Charlotte, NC
U. S. Army Corps of Engineers - Asheville, NC
Mr. Dave McHenry - Mountain Region Coordinator -Waynesvil le, NC
ph Duke
®Powero
A Duke Energy Company
November 16, 2004
Elda M. Pearce
P.O. Box 250145
Atlanta, Georgia 30325
Ms. Pearce:
Duke Power
526 South Church Street
P.O. Box 1006
Charlotte, NC 28201-1006
I understand that you are requesting an application to stabilize the shoreline in front of
your property at Lake Glenville, located on Doe Lane, ID 7564-60-1386 that adjoins
Duke Power property. After looking at the property, I do not have a problem granting
your request provided all current shoreline management guidelines are followed.
Should you or your contractor have questions, please feel free to contact this office at
[phone] or by cell phone [phone]
S* cere ,
Dale R. Mosteller
Duke Power Company
Nantahala Area Lake Manager
The following is an abbreviated application form for those applying for a 401 Water
Quality Certification to impact FERC (Federal Energy Regulatory Commission)
regulated lake shore or bottom under the U.S. Army Corps of Engineers Permit
GP30. This Application cannot be used for wetland or stream impacts. Please
provide seven (7) copies of this application and supporting information as well as a
non-refundable application fee to the Division of Water Quality of $200.00 for
impacts of to lake bottom of less than 1 acre and $475.00 for impacts to lake bottom
of greater or equal to 1 acre.
Applications should be sent to:
Division of Water Quality Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
1. Applicant Information
1. Owner/Applicant Information
Name: Elda M. Pearce
Mailing Address: P.O. Box 250145
Atlanta GA 30325
Telephone Number:404-355-1439Fax Number:N/A
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: Beth Mosteller
Company Affiliation: Mountain Lake Permit Service
Mailing Address: 878 Mountain Cove Road
Waynesville North Carolina 28786
Telephone Number: 828/456-8195 Fax Number: 828/456-6554
E-mail Address: drbmost asapgroupcom
II. Project Information
Attach a vicinity map clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. Also provide a detailed site
plan showing property boundaries and development plans in relation to
surrounding properties. You may use the diagram below to make a hand sketch of
your project. Also, see the example below for guidance. Both the vicinity map
and site plan must include a scale and north arrow. The footprints of all buildings,
impervious surfaces, or other facilities must be included.
Location
County: Jackson Nearest Town: Cashiers
Subdivision name or site address (include phase/lot number): N/A / OFF 107
Directions to site please include road numbers, landmarks, etc. (This is not
necessary is an adequate vicinity map is included: From Sylva travel Highway
107, turn right onto Tator Knob turn left onto Doe Lane house #42
2. Describe the existing land use or condition of the site at the time of this application:
Wooded residential lake lot with existing house
3. Property size (acres): 0.60
4. Nearest body of water (stream/river/sound/ocean/lake): Glenville
5. Describe the purpose of the proposed work: To Uply dry stack stone boulders 4 foot
high and 120 feet of shoreline to help stabilize the shoreline and prevent erosion.
6. List the type of equipment to be used to construct the project: Rubber track-hoe, skid
steer-rubber track hand
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls,
etc.) below the normal pool lake level in square feet or acres: 3 Feet x 120 Feet = 360
Square Feet
8. a. Amount of impact (including all clearing, back fill, excavation, rip rap,
retaining walls, etc.) above the normal pool lake level and 50 feet land-ward in
square feet or acres: 2 Foot x 120 Feet + 3 Feet x 120 Feet + 8 Feet x 50 Feet = 240
+ 360 + 400 = 1000 Square Feet
b. Please describe vegetation above the normal pool lake level and 50 feet land-
ward to be impacted (number of trees for instance): No trees will need to be
removed Mulch will be applied to the disturbed area.
Applican gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
MpUNTr4gy LAKE PE
P RMlT Senvice
Odjertvothfe
r
?_ ? it u n
Date 709
ss. 2i
For W44 Af
1ILLIZ, A)VJ
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o are
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Mountain Lake Permit Service
BETH MOSTELLER
878 MOUNTAIN COVE ROAD
WAYNESVILLE, NC 28786
TELEPHONE & FAX: [phone]
E-MAIL: [e-mail]
To: North Carolina Division of Water Quality
Subject: Authorization Letter
ID 7564-60-1386
Lake Glenville - North Carolina
Tator Knob, Doe Lane House #42
Glenville, NC 28736
Shoreline Stabilization - Dry Stack Stone Boulder Wall
I give Beth Mosteller of Mountain Lake Permit Service Authorization to
sign as my agent on my application for shoreline stabilization.
Elda M. Pea e
Signature Date
V-A
? i ? r

Jackson County Real Estate Data
Parcel Summary
PIN # 7564-60-1386 Owner Account ID 83469
Location Address Property Description
OFF NC 107 TRACT B
I Tax
Property Owner
PEARCE, ELDA M Owner's Mailing Address
2635 DOBBS CIR NW
ATLANTA GA,30327 Property Location Address
OFF NC 107
Administratve Data Transfer Information Assessed Value
Acreage 0.60 Per Deed Land Value $ 114,800
Map Sheet 7564.04 Book/Page 1014/0452 Tot. Bldg. Value $ 162,800
Plat Reference 6/542 Deed Date 1998-09-01 Tot. Out Bldg. $ 32,600
Census Tract 9508 Instrument Type Val.
City Boundary *' Revenue Stamp
Township Hamburg Sale Price 285,000 Total Deferred $ 0
Fire District * Additional Ref. Value
History ID 1
History ID 2

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"''- `_ 02003 NAVTEQ
DUKE POWER DIRECTIONS BY ROAD FORM
Lake Use Permit Applicants and Contractors: Ease of locating the proposed project site can
have a big impact on permit processing time. Please complete this form and return it along with
your completed permit application to:
DUKE POWER
C/O LAKE MANAGEMENT - EC 12 Q
PO BOX 1006
CHARLOTTE, NC 28201-1006
1-800-443-5193
Applicant's Name: Elda M. Pearce
Street Address (at lake): 42 Doe
Lake Name: Glenville
Subdivision Name: N/A
Property Section: N/A Lot # OFF Highway 107
City: Glenville County: Jackson
State: NC Zip: 28736
Telephone: [phone]
Directions (from major road or highway):
Type of Permit Requested
"Circle":
Private Facility
Commercial Facility
bilizatio
Conveyance
Miscellaneous Uses
From Sylva travel Highway 107, turn right onto Tator Knob, turn left onto Doe Lane house #42
Descriptive Structure(s) on Property (i.e. brick garage, white fence, mobile home, etc):
Single family dwelling
*Note: Please use the back of this form if desired to draw us a map to the site.

r ? 9

TIAN
002.4 M55 lei
Q
?_
Lake (Full Pond)
Full Pond
Sho line
below full pond
rip rap3ft x121
above full pond
Cleared area
8ftx120ft
Pathway
8ftx50ft
ft
dry sac sone2ft x120ft
Filter fabric between
Surge stone 3 ft x 120 ft
Please approximately sketch the following information on this plan
(please provide dimensions for each item, such as 1 Oft. x 100 ft):
1) All proposed vegetation clearing (provide dimensions)
2) Location of rip rap or fill to be placed above the Full Pond elevation
3) Location of rip rap or fill to be placed below the Full Pond elevation
4) The location of any proposed structures such as buildings, retaining
walls, docks, etc.
5) The location of any excavation or dredging below the Full Pond
elevation.
6) Location of construction access corridors.
• Above full pond, dry stone boulder wall will be approximately 120 feet
long and 4 feet high and 2 feet wide. The dimension of stone boulders
(native rock will be approximately 8 inches high, 3 feet long, 2 feet wide).
Below full pond 3 feet rip rap (Class B - 5 "-15" size).
Dry Stack Boulder Wall
Dry Stack Boulder Wall
4 feet high - 2 feet wide -120 feet Ion
Full Lake Level

3 feet ? Q
Q
DOQQ
O
Q
D?J
0 ?
OO 00
Riprap slope no
greater than 1 to 2
1 Riprap
2 (Class B - 5' =15"
R1N@[2UW[20
Mountain Lake Permit Service NOV 2 4 2004
DENR - WATER QUALITY
878 MOUBETHNTTAIAIN Co CO VLE ER ROAD WEiLMDSANDSTORMWATERBRWH
WAYNESVILLE, NC 28786
TELEPHONE : [phone]
FAX: [phone]
E-MAIL: [e-mail]
November 20, 2004
North Carolina Division of Water Quality
Attention: John Dorney
2321 Crabtree Boulevard 9
Parkview building
Raleigh, North Carolina 27604
Subject: Application for Shoreline Stabilization - Dry Stack Stone Boulder
Elda M. Pearce
Mailing Address:
P.O. Box 250145
Atlanta, Georgia 30325
Property Address:
Lake Glenville - North Carolina
Tator Knob, Doe Lane House #42
Glenville, NC 28736
This Letter is a Summary of the Enclosed Application for Shoreline Stabilization.
One original and seven' copies = Total of eight enclosed
1. Letter from Duke Power - Nantahala Area Lake representative
2. Abbreviated Application Form - 401 Water Quality Certification
3. Check for $200.00 Application Fee
4. Agent Authorization Letter
5. Plat
6. Road Map
7. Directions F-? ?_
8. Pictures
9. Plan sketch (2) RECEIVE0
10. Self addressed envelope with postage
Cc: Duke Power Company - Charlotte, NC
U. S. Army Corps of Engineers - Asheville, NC
Mr. Dave McHenry - Mountain Region Coordinator - Waynesville, NC
Duke
Powere
A Duke Energy Company
November 16, 2004
Elda M. Pearce
P.O. Box 250145
Atlanta, Georgia 30325
Ms. Pearce:
Duke Power
526 South Church Street
P.O. Box 1006
Charlotte, NC 28201-1006
I understand that you are requesting an application to stabilize the shoreline in front of
your property at Lake Glenville, located on Doe Lane, ID 7564-60-1386 that adjoins
Duke Power property. After looking at the property, I do not have a problem granting
your request provided all current shoreline management guidelines are followed.
Should you or your contractor have questions, please feel free to contact this office at
[phone] or by cell phone [phone]
S' cere ,
Dale R. Mosteller
Duke Power Company
Nantahala Area Lake Manager
The following is an abbreviated application form for those applying for a 401 Water
Quality Certification to impact FERC (Federal Energy Regulatory Commission)
regulated lake shore or bottom under the U.S. Army Corps of Engineers Permit
GP30. This Application cannot be used for wetland or stream impacts. Please
provide seven (7) copies of this application and supporting information as well as a
non-refundable application fee to the Division of Water Quality of $200.00 for
impacts of to lake bottom of less than 1 acre and $475.00 for impacts to lake bottom
of greater or equal to 1 acre.
Applications should be sent to:
Division of Water Quality Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
1. Applicant Information
1. Owner/Applicant Information
Name: Elda M. Pearce
Mailing Address: P.O. Box 250145
Atlanta GA 30325
Telephone Number:404-355-1439Fax Number:N/A
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: Beth Mosteller
Company Affiliation: Mountain Lake Permit Service
Mailing Address: 878 Mountain Cove Road
Waynesville North Carolina 28786
I Telephone Number: 828/456-8195 Fax Number: 828/456-6554
E-mail Address: drbmost asapgroup com
II. Project Information
Attach a vicinity map clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. Also provide a detailed site
plan showing property boundaries and development plans in relation to
surrounding properties. You may use the diagram below to make a hand sketch of
your project. Also, see the example below for guidance. Both the vicinity map
and site plan must include a scale and north arrow. The footprints of all buildings,
impervious surfaces, or other facilities must be included.
1. Location
County: Jackson Nearest Town: Cashiers
Subdivision name or site address (include phase/lot number): N/A / OFF 107
Directions to site please include road numbers, landmarks, etc. (This is not
necessary is an adequate vicinity map is included: From Sylva travel Highway
107, turn right onto Tator Knob, turn left onto Doe Lane house #42
2. Describe the existing land use or condition of the site at the time of this application:
Wooded, residential lake lot, with existing house.
3. Property size (acres): 0.60
4. Nearest body of water (stream/river/sound/ocean/lake): Glenville
5. Describe the purpose of the proposed work: To apply dry stack stone boulders 4 foot
high and 120 feet of shoreline to help stabilize the shoreline and prevent erosion.
6. List the type of equipment to be used to construct the project: Rubber track-hoe, skid
steer-rubber track hand
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls,
etc.) below the normal pool lake level in square feet or acres: 3 Feet x 120 Feet = 360
Square Feet
8. a. Amount of impact (including all clearing, back fill, excavation, rip rap,
retaining walls, etc.) above the normal pool lake level and 50 feet land-ward in
square feet or acres: _2 Foot x 120 Feet + 3 Feet x 120 Feet + 8 Feet x 50 Feet = 240
+ 360 + 400 = 1000 Square Feet
b. Please describe vegetation above the normal pool lake level and 50 feet land-
ward to be impacted (number of trees for instance): No trees will need to be
removed. Mulch will be applied to the disturbed area.
ApplicantlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
MpUjV r4 N CAKE p
ERM/TSERvice
pay Ord to,
the
er o f
Date 0 - 7?9
BRAMC l/2/r3l
Krq Negp?N 2711
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194
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?VApD?q?S?F & E38(
Mountain Lake Permit Service
BETH MOSTELLER
878 MOUNTAIN COVE ROAD
WAYNESVILLE, NC 28786
TELEPHONE & FAX: [phone]
E-MAIL: DRBM0ST9ASAPGROUP.C0M
To: North Carolina Division of Water Quality
Subject: Authorization Letter
ID 7564-60-1386
Lake Glenville - North Carolina
Tator Knob, Doe Lane House #42
Glenville, NC 28736
Shoreline Stabilization - Dry Stack Stone Boulder Wall
I give Beth Mosteller of Mountain Lake Permit Service Authorization to
sign as my agent on my application for shoreline stabilization.
Elda M. Pea e
Signature Date
Jackson County Real Estate Data
Parcel Summary
PIN # 7564-60-1386 Owner Account ID 83469
Location Address Property Description
OFF NC 107 TRACT B
Tax
if 1-1 Y-t?I Card--
Property Owner
PEARCE, ELDA M [2635 wner's Mailing Address
DOBBS CIR NW
TLANTA GA,30327 Property Location Address
OFF NC 107
Administratve Data Transfer Information Assessed Value
Acreage 0.60 Per Deed Land Value $ 114,800
Map Sheet 7564.04 Book/Page 1014/0452 Tot. Bldg. Value $162,800
Plat Reference 61542 Deed Date 1998-09-01 Tot. Out Bldg. $ 32,600
Census Tract 9508 Instrument Type Val.
City Boundary * Revenue Stamp
Township Hamburg Sale Price 285,000 Total Deferred $ 0
Fire District * Additional Ref. * Value
History ID 1
History ID 2 *'
107 ( ?•
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D Y,tset born
Hard Garn..$d
- ©2003 NAVTEQ
DUKE POWER DIRECTIONS BY ROAD FORM
Lake Use Permit Applicants and Contractors: Ease of locating the proposed project site can
have a big impact on permit processing time. Please complete this form and return it along with
your completed permit application to:
DUKE POWER
C/O LAKE MANAGEMENT - EC 12 Q
PO BOX 1006
CHARLOTTE, NC 28201-1006
1-800-443-5193
Applicant's Name: Elda M. Pearce
Street Address (at lake): 42 Doe
Lake Name: Glenville
Subdivision Name: N/A
Property Section: N/A Lot # OFF Highway 107
City: Glenville County: Jackson
State: NC Zip: 28736
Telephone: [phone]
Directions (from major road or highway):
Type of Permit Requested
"Circle":
Private Facility
Commercial Facility
bilizatio
Conveyance
Miscellaneous Uses
From Sylva travel Highway 107, turn right onto Tator Knob, turn left onto Doe Lane house #42
Descriptive Structure(s) on Property (i.e. brick garage, white fence, mobile home, etc):
Single family dwelling
*Note: Please use the back of this form if desired to draw us a map to the site.
^?.
??,:

Full Pond
Sho eline
below full pond
rip rap 3 ft 'x 12 ft
above full pond
Cleared area
8ft x120ft
Pathway
8ft x50ft
dry stack stone 2 ft x120ft
Filter fabric between
Surge stone 3 ft x 120 ft
Please approximately sketch the following information on this plan
(please provide dimensions for each item, such as 10ft. x 100 ft):
1) All proposed vegetation clearing (provide dimensions)
2) Location of rip rap or fill to be placed above the Full Pond elevation
3) Location of rip rap or fill to be placed below the Full Pond elevation
4) The location of any proposed structures such as buildings, retaining
walls, docks, etc.
5) The location of any excavation or dredging below the Full Pond
elevation.
6) Location of construction access corridors.
• Above full pond, dry stone boulder wall will be approximately 120 feet
long and 4 feet high and 2 feet wide. The dimension of stone boulders
(native rock will be approximately 8 inches high, 3 feet long, 2 feet wide).
Below full pond 3 feet rip rap (Class B - 5"-15" size).
Dry Stack Boulder Wall
Dry Stack Boulder Wall
4 feet high - 2 feet wide -120 feet Ion
Full Lake Level
3 feet Q
?Q
O
?
QQ
O
Q
0
0
0 0
Q? cc)?
Riprap slope no
greater than 1 to 2
1 Riprap
2 (Class B - 5"-15"
UNITED STATES POSTAL SERVICE Firs Class-Mail
"Postage.&-J=eeS Paid
USPS _ ----
2 7(; / Permit No. Si-]0
V• JL
• Sender: Please print you name,. ddress, and ZIP+4 in this, box •
NC DENR Division of-Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?1 I„I?II???I?II??II?,??I„i„I,f„?,I,ii....ll..l.?.n_ „,
Complete Items 1, 2, and 3. Also complete
Item 411.4 Restricted Delivery Is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mallpiece,
or on the front If space permits.
. Article Addressed to:
David Gardner
102 Anna Lake Lane
Cary, NC 27513-3590
DWQ# 04-1896 - Wake
A. Signature
r--
X ,
? Agent
? Addresse
B. Received by (PrOted Name)
? C. Date of Delivei
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D. Is delivery address different
If YES
a
enter deliver 17 --O Yes
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3. Service Type \AS /
Certified Mall ? Express-Mait
Registered Return Receipt for Merchandi,
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
ArtloleNumber, 7004 1160 0002 2706 7261
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SHEET 1 OF 4
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' ~ SITE DATA TABLE
I _ _ - - _ - EXISTING USE: SINGLE FAMILY
- _ _ - _ - - OWNER OF RECORD: GARDNER, DAVID E &
_ - CHERYL C DRIVE _
GRAVEL - 102 ANNA LAKE LN ~ CARY, NC 27513
- WAKE COUNTY PIN: 0754-97-6865
~ ; r~-~. - DEED BOOK: 08604
DEED PAGE: 2657 _ } o
/ \ H = N ZONING: R-40 ~ _ u o
' ~
~ ,v, ~ -f- 3, ~ ~ ~5' R ~ ~ ~ cy ADDRESS: 102 ANNA LAKE LN
~ ~ , ' ~ ° a n a CARY, NC 27513 z Y w _ ti
a ~ a ?W- >
~ ~ i AREA OF TRACT: 7.95 AC ~ ~ QQ V V/ A
~R; A PROPOSED BUILDING
~ ~ - - ~ \ l SINGLE FAMILY RESIDENCE
NUMBER OF UNITS: 1
~
r~ _ , 0 1 ` PROPOSED BUILDING FOOTPRINT: A
. ~ RESIDENCE & GARAGE AREA: 7,280 SF ` ,
~ h~'~ ~;}Rl~t ~~1'.:, t 1 i VEHICULAR SURFACE AREA: 2,224 SF 1
~ ~ ' Pmuenro~ TOTAL IMPERVIOUS SURFACE: 9,504 SF CARR, FE ? E R & ANNA
~ • ~ a PIN 0764p8-0044 Q DENUDED AREA: 0.46 AC
- ~ 30' R BOOK 1905'; PAGE 21 t 5 [~iNE H4(. DWO PROJECT NUMBER 04-1896
/ 780 S~ _ . / ,
/ ~ r GARDNER PROPERTY, LOT 1 GALLUP SUBDIVISION, 102 , ~ ANNA LAKE LANE CARY NC
~ ( , PIN N0. 0754976865, REID N0. 0143458
~ / ' ~_~~'-e' 10b ~ ~ UT TO CRABTREE CREEK [03-04-02, 27-33-(1), C NSW ~nt
/ ~ NUTRIENT S NSITIV WAT R w ~ ~ E E E ~
~ 36' / ~ 75.t'
i~ ~V~ N ~ - ~ - - ~ E~
1 ~ i ~ Fw ~ ~ ~
TOP GRATE • ` ~
g 100.44 ~ i J,,._ ~
NA GREEN P300 EROSION
TRa ~~~•-4• /
3'(w (I) I GENERAL CONSTRUCTION NOTES ~ ~
? 1. ALL DIMENSIONS SH AR TO THE BACK OF E G F PA M NT ONM E D E O VE E w
UNLESS OTHERWISE INDICATED ON THE PLANS. CONTACT THIS FIRM
FOR A LISTIN F ( G 0 COORDINATES FOR ALL PARKING LOTS AND BUILDING ~ CORNERS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
~ TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS,
~ ~ 3. ALL EXTERIgt LIGHTING SHALL BE DESIGNED TO PREVENT
OFF-SITE GLA NA GREEN - 4. IT IS THE RESPONS18iL1TY OF THE OWNER/ENGINEER TO SECURE
p. ~ F A;' ~ P300 EROSION ~I A THE FOLLOWING PERMIT. THE TOWN OF CARY GRADING PERMIT AND
~ C~c,- ,,,a- ~,r ~ic_ CONTROL MAT OTHER PERMITS THE PROJECT MAY REQUIRE, ~ K 3'(w) x5'(I) ~ `
s 5. A CERTIFICATE OF INSURANCE TO VERIFY WORKERS v,~ F~ _ COMPENSATION INSURANCE ANO A COMPLIANCE VERIFICATION FORM
v'FD MUST BE COMPLETED BEFORE AN ENVIRONMENTAL PERMIT WILL BE
ISSUED. \ r P'' - 6. THIS PROJECT MAY REQUIRE A PRE CONSTRUCTION CONFERENCE
~ ` - 1 BEFORE AN ENVIRONMENTAL PERMIT IS ISSUED
;2~._~.. 7. THE CONTRACTOR SH A TI P All LOCAIE LL U UTIES RIOR TO THE
j COMMENCEMENT OF GRADING ACTIVIT~S. CONTACT ULOCO AT 1-800-632-4949 FOR FIELD LOCATION OF UNDERGROUND UTILITIES.
aR~p~~;. (j Kt~`jT~;~ 8. ALL PAVEMENT SHALL BE 2" I-2 At 6' ABC STONE FOR DRIVE WAY
J"JG 'JYa~L SY~'~~~' OR 4' DEPTH OF 3000 PSI CONCRETE. SPEGFICATIONS BY OWNER
,;p 9. UNLESS OTHERWISE NOTED, ALL SPOT ELEVATIONS ARE TOP OF ~ I ASPHALT OR FINISH SURFACE.
~ 10. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING
DIMENSIONS AND FEATURES.
11. SEE PLUMBING PLANS FOR LOCATION AND SIZE OF ROOF ~ DRAINS, WATER LINES AND SEWER LINES.
1 2 SEWER LATERALS SHALL BE PLACED AT A MINIMUM SLOPE OF 1
EXIST. POND X ON 4" LINES AND 0.6X ON 8' IINES. CLEANOUTS SHALL BE Z
NORMALPOODELEVATI~i 100x0' PLACED AT A MAXIMUM SPAGNG OF 75' ON 4' LINES AND 100' ON H
6 LINES.
NIP N
w z ~ W P+~.CESS ~ W ~1
0 EASEME ~4
J a 1.015 :u
CAR
w a a ~ W
E-+
0 0 .Q i'; ~ SERI.
ti BIO-RETENTION AREA CALCULATIONS . U1 2a~, o
s: W
AREA #1 AREA ~2 w' ~9't ~~;•r~ ~ y ~ AREA ~2 0 0 ~ 'LO
ti ~ ~ A. 0
IMP AREA 7300 SF IMP AREA ~ 2,641 SF z Zti~' PS ~
,~P j/ W ~y ~ ~ W
GRASS AREA 5.800 SF GRASS AREA 4,391 SF p~ I( off" <C r
o E A 1,70o sF U
WOODS AREA 4,400 SF WOODS AR A
TOTAL DRAINAGE AREA 17,500 SF TOTAL DRAINAGE AAA ~ a,732 sF ~ ~
v
Cc=(0.95(IMP)+0.30(GRASS)+0.20(WOODS))/17,500= 0.55 CC=(0.95(IMP~O:~GRASS)+0.20(W ~o RASS)+0.20(WOODS))/8,732 SF = 0.48
REQUIRED SURFACE AREA = 17,500 (0.05) x Cc = 478 SF REQUIRED SURFACE AREA = 8,7 m REA = 8,732 (0.05) x Cc = 209 SF Z
GRAPHIC SCALE low =580 sF n
SURFACE AREA PROVIDED = 780 SF SURFACE AR~11 PRQVIDED =580 S n ZO 0 f0 10 10 AO
I I I i I I L,
010= 0.55 x 7.22 x (17,500/43,560) = 1.60 CFS Q10= 0.48 x 7.22 x (8,732/43,56( CD (8,732/43,560) = .69 CFS
o
POND VOLUME _ (536 + 780)/2 ' 0.5 = 329 CF POND VOLUME _ (350 + 580)%1 + 580)/2 • 0.5 = 233 CF (DI Fm )
m 1 loch • 20 !t
D
Y N O tn
SHEET 2 OF 4_

CONSTRUCTION SEWENCE
i) 1. OBTAIN TOWN OF CARY GRADING PERMIT(ENVIRONMENTAL PERMIT). ~ jl
''NOTE: A PRE- CONSTRUCTION CONFERENCE MAY 8E REQUIRED PRIOR TO ISSUANCE
OF GRADING PERMIT. m ''NOTE: TREE PROTECTION FENgNG MUST BE INSTALLED PRIOR TO ISSUANCE OF • p
~ GRADING PERMIT. Ul ~ .
~NNST~ PRPORARY GRAVEL CONSTRUCTION ENTRANCES, DIVERSION DITCHES, SILT ~ ~ ~
CE, EE OTECTION FENCE AND SEDIMENT BASINS PER THE APPROVED SOIi. ~ ~ EROSION AND SEDIMENTATION CONTROL PLAN. U ~ ~ ~
OIE
GRAVE s_ DRIVE 3. CALL THE TOWN OF CARY ERO~ON CONTROL INSPECTOR AT 469-4043 FOR AN ~ aat m i~ W ONSITE INSPECTION PRIOR TO ANY LAND DISTURBING ACTIVITY. ~ a N Z
~ ~x
- - i - r . - 4. OBTAIN A CERIIFlCATE OF COMPLIANCE. ~ ~ C+ r ~ ~ q~C
IIII 111 _ y l I I I L I_~,w.,. 5. BEgN CLEARING, GRUBBING AND GRADING PER THE APPROVED PLAN, MAINTAIN v All MEASURES AS REWIRED TO ENSURE THEIR PROPER OPERA110N. v ~ N
- _ - - ~j- ~ ~ q p A~W
% - _ - iii 6. INSTALL THE STORM WATER COLLECTION SYSTEM AND PROTECT STORM INLETS ~ ~ U ~ WITH SILT FENCE, GRAVEL FlLTERS, SEDIMENT TRAPS OR OTNER APPROVED MEASURES W A ~ N ~
- r ~r ~ ~ .r TMASHOWN ON THE PUNS. INSTALL ONLY THE SEGMENTS OF STORM SEWER PIPE ~ q W DO NO CONFLICT WITH THE LOCATION OF THE SEDIMENT BASINS AND CATCH e 0 0
~ . y BASIN RISER BASINS. A Z ~ d I
i ~ ' ~ ~ ~ ~ ~ 7. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE QJ m ~ am
i ~ i ~ ' ~ _ COVER SUFFlgENT TO RESTRAIN EROSION WITHIN 15 WORKING DAYS OR 30 DAYS,
/ ~ , y, ~ ~ y ~ WHICHEVER IS SOONER AFTER COMP 11 ~ ~ I LL ON OF ANY PHASE ~ GRADING. At1 AREAS 0 W UPON WHICH NO FURTHER LAND DISTURBING ACTIVITY WILL ~ UNDER TAKEN ARE TO ~ ~
~ i ~ i BE PLANTED OR PROVIDED IN1H PROTECTIVE COVER WITHIN 30 WORKING A THI ~ 0. ~ ~ ~ v D YS S INCLUDES THE AREAS WHERE BUILDMIGS ARE TO BE LOCATED AND NOT BUILT ON
i I \ 111 i +MTHIN THE 30 WORKING DAYS. USE THE SEED BED PREPARA110N ANO SEEDING ~
- ~ ~ i SCHEDULE FOR SLOPE STABILIZATION MEASURES.
1r ' ~ i~ r~111 ~ 8. AS CONSTRUCTION PROGRESSES INSTALL PERMANENT EROSION CONTROL MEASURES r
$Uqi AS RIP RAP APRONS, VELOCITY DISSIPATERS, CHANNEL LINERS AND GRAVEL BASE COURSE, ETC.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED CALL FOR
ONSITE INSPECTION BY THE SEDIMENTATION CONTROL INSPECTOR. ~
~ ~ i z ~ 10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIaV DITCHES, SILT FENCE,
~ ~ A ~ ~ i i T_.T.._..T SEDIMENT BASINS, ETC. AND INSTALL REMAINING STORM STRUCTURES, FLARED END SECTIONS AND RIP RAP D15SIPATER PADS. THEN SEED, PAVE OR RIP-RAP
i ~ ~ ~111~1 11~~T ~ ~ ~~IIII 111111 ~ ~ ~ RESULTING DISTURBED AREAS.
~l// , I it. WHEN VEGETATION IS ESTABLISHED CALL FOR FINAL SITE INSPECTION. IF THE
SITE IS APPROVED THE PERFORMANCE BOND, IF REWIRED, WILL BE RELEASED
~ °9 r ~ o Q Q1
~1 r~ ~Z/ S '~o ~~1 _ L/~ i ~ZY - _ - _ _ - ~ Z ~ • ~ ~ ~ _ II o ~
~ l / SEEDING SCHEDULE/SPECIFICATIONS } ro ~
~a ~~,o
r ~ h. / yy! ~ - ~ TYP r ~ z Y w _ v, !~y PLANING RATE 3 ~ ~ W iy~ 4-- ~ Aug 15-Nov 1 Toll Fescue 120 lbs./acre ~ aw a
sir, ° ~ ~ ~ Z~/ : ~ ~ ~ ~ C:' Z U Q W _ ~ Nov 1-Mar 1 ,all Fescue 120 lbs./ocre ~ Q' u ~ ~ ~
NA GR EN ,6 & Abruzr Rye 75 lbs./acre -
~ ~ ~ E ~ ~ ~ ,,i - ~ ~ ~ P300 EROSION i _ _ ; Mor 1-Apr 15 Tall fescue 120 lbs. acre I /
i CONTROL MAT ff ~ I t Nulled Common Bermuda Grass 12 lbs./acre ~ Jul 1-Aug 15 'Tall Eescue and 60 Ibs. ocre
3'(w) x5'(1) ~ J ~ 14 ~ ;;6 ~i / f f I : _ ~ A r 15-Jun 30 Brownto Millet _ P P 35 Ibs .acre
i ~ . ~ ~4 ' `n J s' ~ '••or Sorgum-Sudan Hvbirds 30 Ibs.jacre ! F
~ f/, i Qc .ti, i j
I P~ t t 1 l T/' *""'•*Temporary -Reseed according 'o optimum season for desired / T
permanent vegetation. Do not allow Temporary cover to grow over / 12" in height before mowing, otherwise fescue may be shaded out.
1 ~ 1 Oj l- ~-1 nn - W ~
e;7,c w
1 NA GREEN SEEDBED PREPERATION
P300 EROSION 8pr 1121 ~ ' ( 1. Chisel cam acted areas and s read to soil 3 I ~ ~~2 12 ~ P p p inches deep over adverse soi ~ ~
CONTROL MAT ff °~i,; 3',W1 x5'(1) 0 conditions, if available.
e ~ ~~ti 5 _ 5 ~ 2. Rip entire area to 6 inches depth. ~ I,r,_, 4~ 3. Remove all loose rock, roots, and okher obstructions leavin surface
~ ~,S g reasonably smooth and uniform. i
~ 4. Apply agricultural lime, fertilizer, and superpnasphate uniformly and mix ~ .r.
~~a •,--~-•-w with soil (see below'). ^ ~ _ ' 5. Continue tillage until a weli-pulverized, firm, reasonably uniform seedbed F-1 Ir
is prepared 4 to 6 inches deep.
N' nl ~ 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding ~ ~ equipment or cultipack after seeding. ~
„ ( 1. Mulch immediate) after seedin and anchor mulch. y g
S sE I I? 8. Inspect all seeded areas and make necessary repairs or reseedings within the I II Z I I I I I ~ planting season, if possible. If stand should be over fiOX damaged h--1
it It VIII I 'N I1 ~ reestablish foPowing original lime, fertilizer and seeding rotes. ~
- _ 1 9. Consult Conservation Inspector on maintenance treatment and fertlizotion A
after permanent. cover is established. ` • ~y
I Apply: Agricultural Limestone - 2 tons/ocre (3 tons/acre in cla soils W
Y ) Fertilizer - 1 000 I - bs /acre - 10-10 10 kk V r-
EXIST. POND NORMAL POOD ELEVAT'ON I Superphosphate - 500 Ibs./acre 209 analysis ~1~ Mulch - 2 tons/ocre -small grain straw
t00 t0' ~ ~,{,F. Anchar -Asphalt Emulsion ®300 yais/ocre W
` ~ - ~ - LL M--1 - C"''
1-I
4,
,~~.r,,
_ SOi~ & EROSION CONTROL LEGEND
TEMPORARY SILT FENCE DIVERSION DITCH
SF STD, N0. 40.04 ? ? ? STD N0. 40.33
TF TREE PROlECT1pN FENCE GRAVEL AND RIP RAP
STD. N0. 50.02 e~ FILTER BASIN
FTF COMBINATION SILT/ STD. N0. 40.23 S TREE PROTECTION FENCE
STD. ON SHEET 3. (~Rg INLET SEDIMENT FILTER
~ ~ ~ L..------- --T- 4' M 1L ;H. MAX - NVERSION ~ S -----'i ~ ~ ~ CONSTRUCTION LIMITS STD. N0. 40.13
SV E i PGN u WATER ~ 'MULCH, MAX STORM DRAIN INLET
vAi R pEPTH 6' ~ ONDED VATER _ ATER DEPTH I . ~ ' ' I PROTECTION CONSTRUCTION ENTRANCE STD. N0. 40.11
I I ~ ' STD. N0. 40.02 CULVERT OULET
I'~ r-_ _ GRADf ; PROTECTION
~ ~ ~y I ( RETAINING ALL ~ - MIN ~ PLANTING~~ ~ ' ~ Ex T, i STD. N0. 40.27
~ ~ SDIL 4'-0'I GR DE ~ - - MIN ~ - - i
lAE 16M1 S(IIL ~ ~ \ ~ i ~ , ~ ~ USE Lf]A~I SDIL ;
105 ~ . _ t 105 I -a MIN DENUDED AREA
DBED, TYP _g(p- TENT[ON ~ I 0.46 ACRES ON SITE a
1'-0' NIN A ~ ~ - AN TYP f ~ I ~ S D BED, ID-RETENTI ~
AREA ~ I i Cagh W
- 100. 100 _ -~T I i i I cc''
~t ~ ti ;y
0+00 O+tO 0+20 0+30 0+40 0+50 ~+60 0+00 0+10 D+?C 0+30 O+aC ?~50 L+FO SEAL. ~ x ' W
245 s: Q
SECTION A-A SECTION B-B ~ .,J~,~,~ t 9~J,~J~ ~ti /V~/. ~n
HORIZ 1"=10' VERT 1"-50' HORIZ 1"=10' VERT i"=50~ '~NN~ ~ ~^r,, • V1
1 W
w~ ~ ~ ~ ^ f-~
ci+rL] ' j i
L~^~rr))~,~ ~ 1"'1
- w w~ ~ 1 ~ N' 1 S W,
I 05
:i4. _ .R...e .9 +4r.a tia ~ o ~ ~
T cROSS sECnoN ~ ~ ~ A U J
1K J i; T ~P~ ~ ~1R~
11' FRONT VIEW
`.J
1' Nli irx
r: ~
. mn..
rDAnutr crAr>c
vi.tirniv-l 0%-ItiLr., E"'
tet~e~-IIi- PLAN NEW 20 0 10 10 40
an.
STANDARD TEMPORARY SILT FENCE DIVERSION DITCH (n~~r)
1 inch = 20 it SHEET 3 OF 4

_ ---''J~-. _ EIP LANDSCAPE MAINTENANCE PLAN: ~
- - Qi The owner of the propert and their o ants, hairs or asai s shall
- - - _ Y 9 9n - be responsible for the instdlotion, preservation and maintenance ~
~ of all plantings end physical feotuns shown on this pion. The ~ ~ ~ owner shall be respons'~ble for annual maintenance of the ~ ~
vegetation to include but not limited to: ~
1, A. fertilization: Lawn: Fertilize lawns twice per year (February 15
-North 15 and o ~ (September 1- October 31) according to V b W
r-1p NIF I . , soil tests. Fertili2e warm season grasses once during growing ~ $ r, I season per soil test 07 ~ t• z
- - ~ ' ~ 8. Pruning: Pruning shall be limited to removal of dead wood or frQ ~ branches for trop or for sight distonce~sofety reasons. The 'Qi°b ~
Shigo etondards sfwll be adhered to. The pruning of shrubs shall ~ G
be limited to the pruning necessary to maintain the natural shape Q} ~ of the plant except Fa sheared hedges. v 0'
- C. Pest Control Pry- nt weed control for towns and shrub q d N p ~
beds may be applied in February. Chemical treatment for Insects p U Aa infestation and disease may be applied and shall be specific to ~ q ~
~~I T a the problem. ~ ~ ~ ~ L~ y i D. Mulching: Mulching shall be maintained of a depth of 2-3" in 0 0~
2.000 AC' I ~ plant beds. Mulch thou be reapplied every two years. q ~ z W ~
E, Mowing: Primary fescue lawns shall be mowed approximately 30 ,0 y .t. i I times er $eeond turf areas ma be maintained hi her ~ ao pq .c7 A „ P Y~ aY Y 9 v ~
II j ~ and less freQuently. Worm season grasses shall be mowed as ~ ~ I
~ ' . needed during the growing season to molntoin the recommended ~ p ~ ~ Qp d~d ~i height of the species of turf grass. .N t` W
i n QiW MfL'CD ~ I F. Plant Protection: Avoid excess intrusion into the root zo a area j~~ of established plantings.
I Y
failure to maintain all plantings in accordance with this plan may V 1 constitute o oblation of the Unified Development Ordinance and V 1
1 may result in fines.
` - x
- - LANDSCAPE NOTES:
- - T A IN AN 1. COORDINATE All WORK WITH SI E, GR D G, D
_ - UTILITIES PLANS.
- _ 2. VERIFY LOCATION OF UTILITIES BEFORE PLANTING. r - - _ _ _ _ _ - ' - - - 3. SEED ALL AREAS DISTURBED BY CONSTRUCTION AND NOT - -
- - - INDICATED TO BE PAYED CR PLANTED. USE REBEL 2 FESCUE
_ _ _ - li IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, _ _ _ - - 4. INSTALL ALL LANDSCAPE MATERIAL UPON COMPLETION
l-~'...--~~"' - - OF GRADING ACTfNTIES. O
~ R?VE ._.-.r-------`-~ ~ - _ GR A 1E~ D _ _ - - - - - - ~ 5. MULCH ALL AREAS, THAT ARE NOT SEEDED, WITH PINE V z N u1 _ - - _ - - _ _ I STRAW TO A DEPTH OF 3". U II ~
6. SEE DETALS SHEET FOR LANDSCAPE DETAILS. m ~ p
s_ r / ~ ..V~, ` J- I, 1, THE SELECTION OF PLANTS AND PLANTING METHODS SHALL m ~ \ ~ , ~ ~ 0 i ' CONFORM WITH THE STANDARDS OF THE AMERICAN ASSOCIATION Y ~ _
~ OF NURSERYMEN OR 1HE TOWN OF CARP STANDARD APPEARANCE ~ V ~ to
i - , - - - _ ! aw a ~'S 1 SPECIFICATIONS MANUAL, WHICHEVER IS STRICTER. 8. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL o U N o
_..a.-._,.-- C i 51TE WORK IS COMPLETED. THE FENDING SHALL f~ REMOVED PRIOR
- - 1 1• TO THE FINAL INSPECTION FOR THE CERTIFICATE OF OCCUPANCY (CO).
~ 9. WHERE EXISTING VEGETATION FAILS TO Fl1NCT10N ADEQUATELY I AS THE REQUIRED BUFFER TYPE, Q.E. TYPE A,B,C, AND 100 FOOT
~i ~ ~ ~ ~ r / i..- _ k~ THOROUGHFARE CORItI00R BUFFER) THE CARP SITE INSPECTOR
~ RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTING IN ADDITION TO THOSE SHOWN ON THE PLANTING PLAN BASED ON
- ~,iSTlr:l~ WOODED aPE )DED a~E ~ AcTUaL FIELD coNanoHS.
~ . _ ~ 10. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITI' SHALL ALLOW FORA 2.5 FOOT BUMPER
~ ~ OVERHANG FROM THE BACK OF Cl1RB.
/ ~ ' 11, ALL HVAC SYSTEMS Ntl.l BE SCREENED FROM OFF-SITE NEWS. c ~ 12. THE SITE SHALL ~ STABILIZED AND SEEDED PRIOR TO THE
_ ~ ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ,
i ~ - ~ _ 13. ALL DUMPSTER AND CARDBOARD RECYCLING LOCATIONS WILL BE SCREENED FROM OfF-SITE NEWS.
1. AY RI HT-OF-WAY 14. NO TREE SHALL BE LOCATED WITHIN A ROADW G
~ ~ F'-~ ~urrty oi~ ~ OR WITHIN 5' OF A ~EWM,K. CARR A'E ' FR B ANNA 15. ALL A80VE (Yt~10 UTILITY EQUIPMENT AND FACILITIES W
I ~,h``' j A% . i P!N'~It~d-OS-0044 ~ ASSOCIATED W11H ON-SITE ELECTRIC, CABLE, TELEPHONE, GAS OR ~~-~r:,., P 115 ~ F R AR YARD
i ' ,f1 12 LC _ ~`t~~ I BROK AGE 2 ~ OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE 0 E ~J F-i ~ ~I~ R40 AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH
n_ ~ NTi N AREA 3 CF f 9t„ RATE O ~ ~ _ / ~ EVERGREEN PLAN11N0S. PLANTINGS SHALL ALLOW FOR A MINIMUM OF
I A S' CLEARANCE AROUND THE STRUCTURE TO ALLOW FOR ACCESS. ~ ~ ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK,
~~yW4k, • F-1 n / THE PLANTINGS SHALL ALLOW FORA 10' CLEARANCE. THE AMOUNT OF W
• - ' A CLEARANCE SHAH ACCOUNT FOR THE SIZE OF THE PLANT MATERIAL 106 AT MATURITY. F..I
16. ALL VEHICULAR USE AREAS (DRIVES A PARKING AREAS) SHALL r M~ V • ~ F - iT VI
V \ / ~ ~ BE SCREENED ROY OFF S E EWS. ~j H ~ ~
F • ~ I ~ E~z \ ~ .`ri.,
^ ~
~ Gq°~~~. ~qG.~~ a
~ TOP GRATE ~ ,
o,~ 100.44 ~ ~ NA GREEN \ ~
\P300 ERCSION ~ i
CONTROL MAT ~'~w~ x5'~i~, i O
M
.r I i ?"'1
i b • o non Aar uu +n ww Mo
1~4 ~ •p . •.`(0••\0 ,•pOx '1f scw "°An•rr AOrtu w. Am D: O 0 R • A~• a•n.w wwr n•e nrw•
l1 a\ o `••d o •U . °vumr•ww~swvaw.•°
~ 1 AR O • q f swa . Ma
5 LC S LC jOF - ru r ws w
NA GREEN ~0~ v .tip P300 EROSION BOl ~~21 ~
F A~~ 'r'F CONTROL t~(AT 1j2.p aaa I TI~I I I .a,~.,,~,•..,..•..a
-I 1-111 auwsm-r~rr~.
`'~S~F~~ ~ 115 ? ~ ~ warAx ri
I - ern ~airKa / #
' '
110 ~ ,'-0' GRADE N ~ _o N
NIN r 0. . ~ sir uw~ a w i ~ as rrr saw K sx •smu rm ro a~r° s~ 1- C ,JG" ~ ..T •wmw nrarvmns+~~ras
Opp ~ ~ it r _ ~ON ~ o.~ A;1~~iINi~ UJ' ~;~tSTE IL-1
USES SAN]1~ CLAY LUAN ~ ~ , SHRUB PW87NG D6fAd ~
105 1'-0' NIN T~ TENT ' r D
SAND BED, A 0
° too5 JUL ~ ~ ~ ~d~:° : °
°r ° W ~ eL0 4.04 i d•o ° Nwr ass rc v sK u ww TE~ DUAUN
100 eo"o u,~ D'E~NR•WA~VATERBRANOH ~~o~ • ~e.w..ArArair.
EXIST. POND NtP o.~ °•o ~•,oo° r~,srrwAwr..
Ot10 0+20 0+30 0+40 0+50 Ot6O NORMALPOODELEVATION o Ot00 100,10' • ~ v ,b 'a' ~7.~ ~„I
J L SECTION HIO-RETENTION •q AMO~~lW AIM N?P A E-I
a TYPICA = HORIZ 1'=10' VERT 1'=50' 1v, vvAnw~n+4M~••i ~ AC~E.l, r 1 Y wcw -,ill M 1~[ 1•A
w T 1 gSEM ,~~~.Aa~ OLgk ENT r I~R L
Q ~r 5 \ - na r repo a nwa r~1 NIF' r u°n via
0 s~ w 1~1
0 •sw a
l .LIE - I 1~1 _ I_,, _ Ill
SEEDBED PREPERATION - Q1 s~ED~NC sc~EOU~E/sPFCiFlcanoNS { , ~l I ' = I -I sa•sA-rsrwa w
I 1. Chisel compacted areas and spread topso~~. 3 inches deep over adverse soil ~ nA~ TYP aiaNTING RATE COnditi0ns, If Ovailoble. ~ I I I- r~rAawr ~ a
Au 15-Nov ' roll Fescue X20 iDS./ocre 2. Ri entire Orea t0 6 inches depth. ~ -I I
9 + ;n ios_/acre I, D Nov t-Mart Toll Fescue .Remove all base rock, roots, and other obstructions leaving surface ' ZH ~'~A4 Q ~ Q °°°•••q°•°
& Abruzzi Rye ~5 tbs /ocre ~ 3 ~ reosonobl smooth and uniform. - ~ Mar 1-A r 15 Tall Fescue 1~„ Ws /acre y , _ Cai~ili~:~7~ •s ~ 00 is °rn .nos w •R sa ro wo .w Q~ OFESSro [ r , oR•• onto s N.a r ss~ ee rr n•,•••r,•a r s,.w wma '~'i Q. • 7 !~1 • _ M °°°1IA ni M WIY11r1 Ml : Q II 1
p r ss i ,ocre 4. Apply agricultur0l lime, fert~i~zer, On r7 superphosphate uniformly and mix - m nBermuda Go t2 Ds/ i BIO-RETENTION AREA ~1 AND ~!2 ~ Hulled Com o -r_ o / with soil (see bdow•). IMON NAME CAL HT. AT PLANTING ViJYn O mn sa .a imm ~ see w °r>A~ ~ ~ r h
~ dui t-Aug 15 Tan Fescue and 60 iDs. acre I__ I ized firm, reosonobl uniform seedbed COMMON NAME ver Y KEY OTY BOTANICAL NAME Apr 15-Jun 30 Browntop Millet 35 IDs./ore 5. Continue tillage until a we pY __l_ - - Z 2~~ ~ `.f ~ t~
m •"or Sargum-sudon Hybirds 30 Ibs /ocre jg pf red 4 t0 6 Inches deep. a 1 ~ d and cover seed lightly with seeding 'TREES _ _ - 1Tt6H PGMI'tMC DItAL
a i 6. Seed on o freshly prepared setdbe I ~ r r -Reseed according to optimum seoscx~ for oeslred equi meet or CUltipack often seeding. ' AR 2 Acer RubrUm RED MAPLE Temoo a v P MAPLE - - - ~ A.
T permanent vegeioiion. Do not allow Temporary cover to grow over Mulch immediotdy Often seedlrlQ Ond anchor mulch. -1.0' B E"I TERN REDBUD 2 8 ~
~ ee(ore mowin ,otherwise fescue may Ce shaded aut. reos and make neressory repairs or reseedings within the i AC 6 CerCiS ConOdensis EASTERN REDBUD ~ 12" in height 9 Inspect 011 SEeded 0 ~ _ ~ I - - ~ M-~
planting season, if possible. If stand should be over 607 damaged - I m reestablish fdlowing original Time, fertii zer and seeding rotes. SHRUBS m - ~ ~ _ - E
~ 9. Consult Conservation Inspector on rnrnntenance treatment and fertilization ~ LOROPETULUM 'Ru m I LC i 1 ' ~ Loropetufum chinensls Ta"-2a" 3 cAL. ta' o.c. GRAPHIC SCAL OPETULUM 'Rubrum - _ _ ~ t D~
a+ i nflor normmPJ1~ COVer eSt~19118d. ~ - I 1 - _
N low
10 • A I A icultural Limestone - 2 tone/acre (3 tons/acre in clay so
~ pD Y 4r m Fertilizer - 1,000 Ins./ocre - '0-10-10
Superphosphate 500 lbs./acre 20% analysis o cIN MW ~
n Mulch - 2 tons/acre - small grain straw Anchor -Asphalt Emulsion ®300 qds/oc?e ' `°`h 3 20 M SHEET 4 OF 4
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