NCC221310_Site Plan or Location Map_20220405

SITE DATA TABLE
SITE ADDRESS:
LOT 13,575 SUNSET GROVE DR
PITTSBORO, NC 27312
APPLICANT:
WMLR, INC. a/b/a WALKER DESIGN BUILD
WES WALKER
111 COMMONWEALTH CT, STE 105
CARY, NC 27511
919-234-4284
[e-mail]
OWNER:
CHATHAM CAPITAL LLC
400 MARKET ST, STE 115
CHAPEL HILL, NC 27516
ENGINEER:
PABST DESIGN GROUP, PA
107 FAYETTEVILLE ST., SUITE 200
RALEIGH, NC 27601
919-848-4399
AKPAR (S:)
LOT 13:
94020
EXISTINGZONING:
R-1-RESIDENTIAL
EXISTING LAND USE:
UNDEVELOPED RESIDENTIAL LOT
PROPOSED LAND USE:
SINGLE FAMILY RESIDENTIAL
LOT AREA:
LOT 13:1.58 AC
WATERSHED OVERLAY:
JORDAN LAKE - LOWER NEW HOPE
ADDITIONAL OVERLAY:
WS-IV PA
RIVERBASIN:
CAPE FEAR
DISTURBED AREAS:
LOT 13:
35,850 SF; 0.82 AC
EXISTING IMPERVIOUS
AREA:
LOT 13: 0 SF
POST -DEVELOPED
IMPERVIOUS AREA:
LOT 13: 5,396 SF
BUILDING SETBACKS:
40' FRONT; 25' SIDE AND REAR
SOILS:
LOT 13:1
BaE; GaB
AKPAR: 78064
334 VALLEY LN
TARICA JOSEPH M ETUX
LISA M
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AKPAR: 78067
380 VALLEY LN
GARVER JASON A ETUX
GLORIA J
39,9 396
400
40 402
40B 4
470 4o8
z�44j2
AKPAR: 94018
509 SUNSET GROVE DR
ALLEN JARED ETUX
KATHLEEN WANG
490
488
486
484
482
GENERAL NOTES
1.
ALL DRAINAGE EASEMENTS SHALL REMAIN CLEAR FROM ANY
CONSTRUCTION.
2.
DISTURBANCE LIMITS SHALL NOT ENCROACH IN TREE COVERAGE AREAS.
DISTURBANCE LIMITS ARE AT LIMITS OF GRADING.
3.
ANY AREAS ON SITE THAT ARE SLOPED AT 3:1 OR STEEPER, CONTRACTOR
IS TO USE APPROVED GEOTEXTILE FABRIC MATTING TO STABILIZE SLOPE.
OTHER APPROVED METHODS MY BE ACCEPTABLE. CONTRACTOR TO
CONTACT ENGINEER TO DISCUSS OTHER APPROVED METHODS.
I4.
NO MORE THAN ONE CONTIGUOUS ACRE WILL BE DISTURBED AT ANY
'
GIVEN TIME.
5.
CONTRACTOR TO LIMIT DISTURBANCE/CONSTRUCTION ACTIVITY WITHIN
AKPAR:94025
THE PROPOSED SEPTIC FIELD TO JUST WHAT IS NECESSARY FOR
103 SHADOW RIDGE WAY
INSTALLATION.
CHATHCAPITAL LLC
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��NF9 o ® AKPAR:94024
to. ` \ 77 SHADOW RIDGE WAY
D \� N WMLR INC
WFT� NG SETggCK \
50' RIPARIAN BUFFER O / /
h wFT \ ?
50' LINEAR WETLAND BUFFER / Soo \
CULVERT DESIGN NOTE
CONTRACTOR TO INSTALL CULVERT WITHIN EXISTING ROADSIDE SWALE.
CULVERTS DESIGNED BY PABST DESIGN GROUP, PA HAVE BEEN ENGINEERED
TO (1) CONVEY RUNOFF FROM THE DESIGN STORM REQUIRED BY THE
RELEVANT JURISDICTION(S), (2) PROVIDE A MINIMAL GROUND COVER OVER
CULVERTS IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE, AND (3)
MEET ANY ADDITIONAL REGULATORY STANDARDS REGARDING PIPE SIZE
AND/OR PIPE MATERIAL. CULVERTS HAVE BEEN DESIGNED ACCORDING TO
THE SITE CONDITIONS PORTRAYED IN DOCUMENTS AND ADDITIONAL
INFORMATION PROVIDED BY THE APPROVED PLAN SET'S ENGINEER OF
RECORD. IF SITE GRADES MUST BE ADJUSTED TO ALLOW INSTALLATION OF
CULVERTS AT DESIGN INVERTS, IT IS THE RESPONSIBILITY OF THE
CONTRACTOR(S) AND/OR ENGINEER OF RECORD TO ENSURE THAT
RESPONSIBLE ENGINEERING PRACTICE IS MAINTAINED.
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GRADING NOTES:
100' RIPARIAN BUFFER I I / QJ\ \ 1. CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
Y� AKPAR: 94020 [1,FTT�\ \ \ RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE
QI 575 SUNSET GROVE DR <� DIRECTION INDICATED ON PLANS.
CHATHAM CAPITAL LLC
1.58 AC
wI /
W� D.B. 1883, PG. 329 2. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING
z1 / \ AND GRADING ON -SITE OPERATIONS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED.
� ml •
I NI 4. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 2:1, UNLESS OTHERWIS
/ NOTED.
25.00' /
5. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING
Q VEGETATION. CONTRACTOR TO PROTECT VEGETATION LOCATED
40' BUILDING--� BEYOND GRADING LIMITS.
_ SETBACK 26'sr R� sz
Oo / �o ��� 6. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY, OR PER
tp1 / '6 GEOTECHNICAL RECOMMENDATIONS.
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510& 5"
06 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADED.
AKPAR: 78133 \ g0sl Q 8. ALL 2:1 SLOPES TO BE STABILIZED WITH TURF REINFORCEMENT MAT
OFF VALLEY LN 0 PER MANUFACTURER'S RECOMMENDATIONS. SLOPES TO BE SEEDED
MONTERRANE PROPERTY COASTAL SLOPE SHIELD MIX SUMMER/SRPING OR FALL/WINTER BLEN
OWNERS ASSOCIATION INC AKPAR: 94022 DEPENDING ON SEASON. CONTACT ACF ENVIRONMENTAL FOR
\ 663 SUNSET GROVE DR SPECIFICATIONS AT 1-800-448-3636.
BaE CHATHAM CAPITAL LLC
Gab ♦ ` TOTAL DISTURBED AREA: ±35,850 SF, 0.82 AC
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25' BUILDING i'
SETBACK 6��Q srs�2 O
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LIMITS OF \
DISTURBANCE ` \
AKPAR: 94019 \�h �•
541 SUNSET GROVE DR TW = 473.6' APPRO IMATE SEPTIC
HALCYON HOMES LLC BW = 473.4' FIELD LOCATION t
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SEGMENTAL BLOCK TW - 474.9' / q i0 \� \
RETAINING WALL, BW = 468.0'
DESIGNED BY OTHERS ,� 465--1 AKPAR: 9402 I o
25' BUILDING nm \
TW = 476.0' 621 SUNSET GROVE DR �r N
BW = 465.6' / �3: 1 SETBACK WMLR INC
25'BUILDING 2$0� �� e
SETBACK 1i
TW=475.9' �(6
BW = 464.9'
TW = 474.6'
BW = 464.6'
E2 TEMPORARY SILT/TREE \ /
D-1.0 PROTECTION FENCE
480 TW = 472.7' /
478 BW = 465.8' / 45f
476474 DECORATIVE FENCE, �`
472 DESIGNED BY OTHERS
470 / r�
TW = 466.6' 40I/
468 66 BW = 465.0'to
\ 00 `464� TW = 462.0
h0 SU 10' PUBLIC HYDRANT BW = 461.2' hi
EASEMENT
SFTGR �0 �60
oor
(60, R/VF OVF �)
P
\ /cR/w� WATER LINE &
\ 'N' METER BOX As
AKPAR:94032
37 NEWCASTLE CT
CHATHAM CAPITAL LLC
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HP = 459.0' TW = 455.3'
458.3' BW=454.0'
/460.0'-,., DECORATIVE FENCE,
O DESIGNED BY OTHERS
a
1 TW = 454.6'
BW = 449.4'
PROPOSED /
0 HOUSE 1 i :i SILT FENCE OUTLET E3
FIFE= 461.5' (TYP. OF 9) D-1.0 414
460.0' TW = 452.7'
j GFE _J�BW = 444.8' 416
460.0' 1 /
-
--
-- TW=449.9' 418
O
�h BW = 441.4' SEGMENTAL BLOCK A / /
APPROX. 65 - RETAINING WALL, Q2 o /
DRIVEWAY DESIGNED BY OTHERS
'
Table 6.12a
Types of sod Available in North Carolina
Varieties Region of
Adaptation
Cool Season Grasses:
Kentucky blugrass blend' Mountains
Tall fescue blend Adventure, Brookston, Mountains
Falcon, Finelawn, and Piedmont
Galway, Houndog,
Jaguar, Olympic, Rebel
Tall fescue/Kentucky
Mountains
bluegrass
and Piedmont
Warm Season Grasses:
Hybrid Bermudagrass
Vamont, Tifway, Tifway
Piedmont and
I I & Tifgreen
Coastal Plain
Zoysiagrass
Emerald, Meyer
Piedmont and
Coastal Plain
Centipedegrass
No improved varieties
Piedmont and
Coastal Plain
St. Augustinegrass
Raleigh
Piedmont and
Coastal Plain
'A large number of varieties exist -consult suppliers and your local
Agricultural Extension office for recommendations.
Soil preparation -Test soil to determine the exact requirements for lime and
fertilizer. Soil tests may be conducted by the State soil testing lab or a reputable
commercial laboratory. Information on free soil testing is available from the
Agronomic Division of the North Carolina Department of Agriculture or the
Agricultural Extension Service. Where sodding must be planned without soil
tests the following soil amendments may be sufficient:
• Pulverized agricultural limestone at a rate of 2 tons/acre (100 lb/1,000
ft2)
• Fertilizer at a rate of 1,000 lb/acre (25 lb/1,000 ft2) of 10-10-10 in fall or
5-10-10 in spring.
Equivalent nutrients may be applied with other fertilizer formulations. These
amendments should be spread evenly over the area, and incorporated into the
top 4-8 inches of soil by disking, harrowing, or other effective means. If
topsoil is applied, follow specifications given in Practice 6.04, Topsoiling.
Prior to laying sod, clear the soil surface of trash, debris, roots, branches,
stones, and clods larger than 2 inches in diameter. Fill or level low spots in
order to avoid standing water. Rake or harrow the site to achieve a smooth
and level final grade.
Complete soil preparation by rolling or cultipacking to firm the soil. Avoid
using heavy equipment on the area, particularly when the soil is wet, as this
may cause excessive compaction, and make it difficult for the sod to take
root.
Sod installation -A step-by-step procedure for installing sod is illustrated in
Figure 6.12a and described below.
w/ 1. Moistening the sod after it is unrolled helps maintain its viability. Store it
D in the shade during installation.
2. Rake the soil surface to break the crust just before laying sod. During the
summer, lightly irrigate the soil, immediately before laying the sod to cool the
soil, reduce root burning, and dieback.
3. Do not sod on gravel, frozen soils, or soils that have been treated recently
with sterilants or herbicides.
4. Lay the first row of sod in a straight line with subsequent rows placed
paralled to and butting tightly against each other. Stagger strips in a brick -like
pattern. Be sure that the sod is not streached or overlapped and that all joints
/ are butted tightly to prevent voids. Use a knife or sharp spade to trim and fit
irregularly shaped areas.
5. Install strips of sod with their longest dimension perpendicular to the
slope. On slopes 3:1 or greater, or wherever erosion may be a problem, secure
sod with pegs or staples.
6. As sodding of clearly defined areas is completed, roll sod to provide firm
contact between roots and soil.
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
8. Keep sodded areas moist to a depth of 4 inches until the grass takes root.
This can be determined by gently tugging on the sod -resistance indicates
that rooting has occurred.
9. Mowing should not be attempted until the sod is firmly rooted, usually 2-3
weeks.
-� >> • - f Lay sod in a staggered
pattern with strips butted
tightly against each other. A
_ sharpened mason's trowel can
I -r be used to tuck down the ends
j - •: �•:"" {� and trim pieces.
MktgCorrect , gutting -angled ends caused by the automatic
Incorrect sod cutting must be matched correctly.
I I I
I I II
..I. �,.. ... ... _ nor '^�J.. ._.. �. ..- .~.a .... ,rye_..: 4.•-_. .a .'1. '...
Roll sod immediately to Water to a depth of 4 ° Mow when the sod is es -
achieve firm contact as soon as the sod is tablished (2-3 wks). Set
with the soil. laid, and continue the mower high (2-3" ).
watering as needed.
Figure 6.12a Proper installation of grass sod (modified from Va MCC).
LO
CATION _ _ �`� W = 438.5' Sodded waterways -Sod provides a resilient channel lining, providing
42¢ immediate protection from concentrated runoff and eliminating the need for
A5 TW = 439.3' / installing mats or mulch. The following points apply to the use of sod in
42
TW = 447.3' 6 BW = 433.9' 6 waterways:
BW = 445.9' �28 /
A 1. Prepare the soil as described in Practice 6.30, Grass -lined Channels. The
sod type must be able to withstand the velocity of flow specified in the channel
TW = 442.5' design (Appendix 8.05).
BW = 436.7'
ITW = 449.9 TW = 445.2' TW = 443.8' P 2. Lay sod strips perpendicular to the direction of flow, with the lateral joints
BW = 449.0' BW = 442.8' BW = 439.6' 0 40' BUILDING staggered in a brick -like pattern. Edges should butt tightly together (Figure
SETBACK
_ b CONCRETE E4 _ / 6.12b).
- -,, WASHOUT STATION D- co ^ji k�V /
3. After rolling or tamping to create a firm contact, peg or staple individual sod
RIPRAP OUT r�0�
/ strips to resist washout during establishment. Jute or other netting material may
PROTECTION D-2.0 / be pegged over the sod for extra protection on critical areas.
a�
� Flow
�..�`
Lay sod across the
direction of flow.
AKPAR:94033
95 NEWCASTLE CT
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CHATHAM CAPITAL LLC
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Use pegs or stables to fasten sod firmly at the
s-t o^
ends of strips and in the center, or every 3-4
if the strips are long. When ready to mow,
drive pegs or staples flush with the ground.
Peg or JI
GRAPHIC SCALE
------staple ,
40
C 20 40 80
160
N.- M
In critical areas, secure
sod with netting and
/
(IN FEET)
,,.... , .. nr._.. _ ..
^" "•
staples.
1 inch =40ft.
..
/
Figure 6.12b installation of sod in waterways (modified from Va MCC).
CONSTRUCTION SEQUENCE
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS
PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. ORGANIZE PRE -CONSTRUCTION MEETING WITH CHATHAM COUNTY
WATERSHED PROTECTION DEPARTMENT TO REVIEW SITE PLAN PRIOR
TO LAND DISTURBING ACTIVITIES. LAND -DISTURBING PERMIT AND
APPROVED PLANS WILL BE PROVIDED AT THIS MEETING.
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES ACCORDING
TO THE INFORMATION DISCUSSED DURING THE PRE -CONSTRUCTION
MEETING. MINIMAL CLEARING MAY OCCUR IN THE IMMEDIATE AREA OF
ALL MEASURES TO PROVIDE FOR INSTALLATION.
4. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN ONCE
MEASURES ARE INSTALLED.
5. COMPLETE SELF -INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A
0.5" OR GREATER RAINFALL EVENT.
6. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD
WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER
SIMILAR MEASURES MUST BE CLEANED OUT WHEN THEY ARE HALF
FULL. CLOGGED SILT FENCE OUTLETS MUST BE
REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
7. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
7.1. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER
INSTALLATION. (IF APPLICABLE)
7.2. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR
(14) DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION
CONTROL MATTING. (IF APPLICABLE)
7.3. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE
AREA WITH SEED AND MATTING IF THE SLOPE HAS NOT BEEN
DISTURBED FOR A PERIOD OF (7) DAYS.
7.4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON
ANY PORTION OF THE SITE UPON WHICH FURTHER
LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN
(14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY
SUSPENDING LAND DISTURBING ACTIVITY.
7.5. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION IMMEDIATELY FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL
INSPECTION.
8. RE -INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES
AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED
MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF -SITE
SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES.
9. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT
ALL VEHICLE ACCESS TO THE CONSTRUCTION ENTRANCE. ALL
MEASURES MUST BE INSTALLED ACCORDING TO THE APPROVED PLAN
UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED
PROTECTION DEPARTMENT STAFF (APPROVED FIELD REVISION).
10. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE
APPROVED, BY CHATHAM COUNTY WATERSHED PROTECTION
DEPARTMENT STAFF ONLY, PRIOR TO REMOVAL OR INSTALLATION.
CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT
STAFF TO REQUEST AN INSPECTION AND OBTAIN A SIGN -OFF ON THE
PLANS OR AN APPROVED FIELD REVISION.
11. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE,
TEMPORARY MEASURES ARE REMOVED, AND THE SITE IS STABILIZED
CALL CHATHAM COUNTY WATERSHED PROTECTION DIVISION STAFF TO
SCHEDULE THE FINAL INSPECTION.
12. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE
CLOSED AND NO ADDITIONAL GROUND DISTURBING ACTIVITIES CAN
OCCUR.
EROSION CONTROL MAINTENANCE SCHEDULE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGN.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT REACHES HALF CAPACITY OF THE FENCE. THE SEDIMENT FENCE WILL
BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED ARES WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. AFTER CONSTRUCTION, THE DEVELOPER WILL MAINTAIN ALL
PERMANENT EROSION CONTROL DEVICES IN ORDER TO PREVENT
ACCELERATED EROSION.
5. SILT FENCE OUTLETS WILL BE ADDED ALONG THE SILT FENCE AT ALL
LOW POINTS AS NEEDED BASED ON FIELD CONDITIONS.
LEGEND
- -
PROPERTY LINE
- - LOD -
LIMITS OF DISTURBANCE
SF-TF
TEMPORARY SILT/TREE PROTECTION FENCE
- x x x -
DECORATIVE FENCE
PROPOSED CONCRETE
TEMPORARY CONSTRUCTION ENTRANCE
APPROXIMATE SEPTIC FIELD LOCATION
Li
SILT FENCE OUTLET
ROCK PIPE INLET PROTECTION
a
RIPRAP OUTLET PROTECTION
LLL
CONCRETE WASHOUT
SELF INSPECTION NOTICE:
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE
THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM
OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDING TO THE STAGE OF THE PROJECT. AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS
113A-54.1 AND 15A NCAC 46.0131. THE SELF -INSPECTION REPORT FORM IS
AVAILABLE AS A PDF FORM FROM
http://deg.nc.gov/about/divisions/energy-mineral-land-resources/erosion
-sediment-control/forms
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE
CONTACTTHE EMLR OFFICE AT [phone] FOR ASSISTANCE.
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PROJECT NUMBER
404-18