NCC211756_Site Plan or Location Map_20210323

EROSION CONTROL NOTES:
7. THIS SITE IS SUBJECT TO ALL EROSION AND STORMWATER REQUIREMENTS ASSOCIATED WITH CHATHAM COUNTY ORDINANCES.
2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF CHATHAM COUNTY. THESE CURRENT
STANDARDS AND SPECIFICATIONS CAN BE FOUND A
https://www.chathamnc.org/government/departments-programs/watershed-protection/erosion-control/standard-details AND SHALL BE SUPERCEDE ANY EROSION DETAILS
THAT HAVE BEEN PROVIDED.
3. MEASURES PROPOSED FOR THIS SITE ARE STANDARD PRACTICE FOR SITES WITH MINIMAL GRADE CHANGE, HOWEVER, ALL APPLICABLE LAWS AND REGULATIONS
REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN RUNOFF SHALL STILL APPLY AND BE STRICTLY ADHERED TO.
4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO. ADDITIONAL OUTLETS SHALL BE PROVIDED AS
NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS DURING CONSTRUCTION.
5. SEE DETAIL SHEET C-2.2 FOR SEEDING REQUIREMENTS. ALL AREAS SHALL BE SODDED, MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART BELOW HEREIN.
6. ALL SLOPES GREATER THAN 3:7 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC750 OR APPROVED EQUAL. ALL OTHER AREAS SHALL BE COVERED/MATTED
AS SPECIFIED ON THE PLANS.
7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS AT CLEANING TIRES OF CONSTRUCTION
EQUIPMENT PRIOR TO EXITING THE SITE.
8. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED
SELF -INSPECTION FORM FOUND ON THE DEMLR
WEBSITE (HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION- SEDIMENT-CONTROL/FORMS). COMPLETE INSPECTION FORMS SHALL
BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX." (GS113A- 54.1 (E), 15A
NCAC 04B.0731 NCG07 SECTION 118 (3)).
9. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. A
COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING
INSPECTION." THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E- NOI) FORM AT DEQ.NC.GOV/NCG07. PLEASE NOTE, THE E-NO/ FORM
MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
70. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES
SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
77. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO
THE FOLLOWING: APPROVAL OF SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN APPROVAL AND GRADING
PERMIT; ZONING COMPLIANCE PERMIT, • DRIVEWAY PERMIT FROM NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL
NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS.
72. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCG070000) TO STORMWATER INSPECTIONS
THROUGHOUT THE PROJECT.
LATH AND
FLAGGING ON
3 SIDES
10' MINIMUM
0 O O a s
O
A A
O O
O O O O O
VARIES
10 mil PLASTIC LINING
1L
CHATHAM COUNTY
NOR'! H CAROLINA
WATERSHED PROTECTION DEPARTMENT
EXISTING
ROADWAY
SANDBAG
10 mil PLASTIC LINING
-IIII=1' SECTION A -A
3' NOT TO SCALE
IIII-IIII=III' BERM
SANDBAG
PLAN
NOT TO SCALE
BERM
TYPE "BELOW GRADE"
STAPLES STRAW BALE BINDER WIRE
(2 PER BALE)
10 mlI PLASTIC LINING
PLYWOOD
NATIVE MATERIAL "X24" BLACK LETTERS
PAINTED
(OPTIONAL)
EIGHT
CONCRLAG SCREWS
SECTION B-B
K
NOT TO SCALE
WOOD OR
METALSTAKES(2
PER BALE)
36"WOOD POST
10' MINIMUM
3.6 Xfi 3 6^X "
36"
iiii-iiii-1111_'il u1-ili
B
B
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
VARIES
2��
1.12" DIA
STEEL WIRE
STAPLE
10 mil PLASTIC LINING
PLAN STRAW BALE
DETAIL
NOT TO SCALE (TYP)
TYPE "ABOVE GRADE" WITH STRAW BALES
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
SECTION B-B
ENTIRE PERIMETER
NOT TO SCALE
WITH TWO STAKES
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
I
10'MINIMUM TWO -STACKED
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
UGH
WOOD FRAME
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT.
B e
3. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT SHALL BE REMOVED FROM THE
STAKE
SITE AND DISPOSED OF OR RECYCLED.
VARIES
(TVP)
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT SHALL BE
BACKFILLED REPAIRS AND STABILIZED TO PREVENT
PLAN TYPE "ABOVE GROUND"
EROSION.
10 mil PLASTIC LINING NOT TO SCALE WITH WOOD PLANKS
DETAIL NUMBER
STANDARD CONCRETE/PAINT WASHOUT
2018_U22
SHEET 1 of 1
EXISTING ROAM
st
J�
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
70'-0" MINIMUM
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD BALLAST)
PLAN VIEW
25-FT OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
70'-0" MINIMUM
CROSS SECTION
NOTES:
GRAVEL CONSTRUCTION ENTRANCE SHALL BE
MAINTAINED ROUTINELY TO AVOID SEDIMENT
LEAVING PROJECT.
SEDIMENT ENTERING ROADWAY FROM PROJECT
SHALL BE REMOVED IMMEDIATELY.
NEW
CONSTRUCTION
STANDARD GRAVEL CONSTRUCTION ENTRANCE
DETAIL NUMBER
2018-003
SHEET 1 of 1
CONSTRUCTION SEQUENCE:
7. THE CONTRACTOR SHALL THOROUGHLY REVIEW PLANS AND "EROSION CONTROL NOTES" PRIOR TO
STARTING WORK.
2. LOCATE A JOB-SITE/INSPECTION BOX IN A SECURE PLACE ON SITE TO HOUSE THE GRADING PERMIT AND
APPROVED EROSION CONTROL PLAN AND TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION
REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONNEL SHOULD CHECK THE BOX DAILY FOR THIS
CORRESPONDENCE. PROVIDE CONTACT INFORMATION WITH NOTE TO "CONTACT C3 DESIGN &
ENGINEERING @ 979-230-0996 SHOULD ANY ISSUES ARISE DURING CONSTRUCTION".
3. FLAG LIMITS OF DISTURBANCE.
4. STAKE SILT FENCE, TREE PROTECTION FENCE AND CONSTRUCTION ENTRANCE.
S. SCHEDULE AND HOLD A PRECONSTRUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING,
CLEARING, OR GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR
THE DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT
AND THE EROSION CONTROL PLAN. COUNTY INSPECTOR IS TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO
COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT 979-545-8268. THE LAND DISTURBANCE PERMIT WILL
BE ISSUED AT THIS MEETING.
6. AFTER THE PRECONSTRUCTION MEETING IS COMPLETED, CLEAR ONLY ENOUGH TIMBER TO INSTALL A SAFE
AND ADEQUATE CONSTRUCTION ENTRANCE.
7. STOP ALL CLEARING AND STABILIZE CONSTRUCTION ENTRANCE WITH APPROPRIATE STONE.
8. ONCE CONSTRUCTION ENTRANCE IS INSTALLED, CLEAR ONLY ENOUGH TREES TO INSTALL SILT FENCE, SILT
FENCE OUTLETS AND TREE PROTECTION FENCE. INSTALL ADDITIONAL SILT FENCE OUTLETS AS NEEDED
WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS CREATE PLACE FOR SITE RUNOFF TO
COLLECT/POND.
9. STOP ALL ACTIVITIES AND CALL JUSTIN HASENFUS (910-773-0638) FOR AN INSPECTION.
70. AFTER INSPECTION IS APPROVED, STAKE SEDIMENT BASINS IF APPLICABLE.
11. ONCE BASINS ARE STAKED, CLEAR ONLY ENOUGH TO INSTALL SEDIMENT BASINS.
12. STOP ALL ACTIVITIES AND CALL JUSTIN HASENFUS (970-773-0638) FOR AN INSPECTION.
13. ONCE INSPECTION IS APPROVED AND THE BASINS ARE INSTALLED THE REMAINDER OF THE SITE MAY BE
CLEARED OF TIMBER AND GRUBBING/GRADING ACTIVITIES MAY BEGIN.
74. STOP ALL ACTIVITIES - ONCE SITE IS CLEARED OF TIMBER AND GRUBBING HAS BEEN COMPLETED STAKE ALL
REMAINING EROSION CONTROL DEVICES AND CALL JUSTIN HASENFUS (910-773-0638) FOR AN INSPECTION.
75. CALL FOR INSPECTION AT 979-545-8268 IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE
PRE -CONSTRUCTION MEETING FOR INSPECTION OF INITIAL E&S CONTROL MEASURES.
16. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE ROADWAY GRADES AS SOON AS
POSSIBLE.
17. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR
ANOTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A
PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER
NCGS 74-49(7)(D). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A PERMIT
REVISION FOR THIS APPROVAL.
78. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AS NEEDED, AT LEAST ONCE PER
WEEKAND AFTER EVERY 1" RAINFALL EVENT.
19. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME. SEE
TEMPORARY SEEDING SCHEDULE AND THE STABILIZATION TIMEFRAME NOTED ON THIS SHEET. PER NPDES
PERMIT, "GROUND STABILIZATION WILL BE APPLIED WITHIN 74 CALENDAR DAYS FROM LAST LAND
DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR DAYS".
20. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY.
REFER TO THE EROSION CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON
RESPONSIBLE FOR EROSION CONTROL IS ALSO RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING
AND MAINTAINING THESE DEVICES, • DO NOT WAIT FOR THE EROSION CONTROL INSPECTOR TO POINT OUT
THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF
MUD OR DEBRIS IS TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
21. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE
SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN,
THE PERSON RESPONSIBLE FOR THE LAND -DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL
PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES.
22. INSTALL SITE UTILITIES, CONDUIT AND STORM DRAINAGE AS CONSTRUCTION PERMITS.
23. ONCE SITE GRADING IS COMPLETE, PERMANENTLY STABILIZE ALL DISTURBED AREAS, INCLUDING THE
REMOVAL OF THE CONSTRUCTION ENTRANCE TO INSTALL BASE FOR PAVING. INSTALL SIDEWALKS AND
CURB/GUTTER IN ALL PERMANENT DRIVES SO THAT THEY CAN BE STABILIZED WITH STONE BASE.
24. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS
PER THE PLANS.
25. ONCE STONE BASE IS APPLIED, CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO DECOMMISSION
AND REMOVE THE SEDIMENT BASIN. CONTRACTOR SHALL USE A SILT BAG IF PUMPING OF WATER IS
REQUIRED. IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED, CONTRACTOR SHALL PROVIDE A
SUITABLE AREA ADJACENT TO THE BASIN WHERE THE SOUPY SOILS CAN BE PLACED AND COMPLETELY
SURROUNDED WITH SILT FENCE. SOILS SHALL BE DEPOSITED HERE AND ALLOWED TO DRAIN/DRY UNTIL
THEY CAN BE LOADED INTO A TRUCK AND HAULED AWAY OR USED ON -SITE.
26. IF APPLICABLE, DECOMMISSION SKIMMER BASIN. DEWATER USING SILT BAGS PER DETAIL AND ALL
REMAINING SILT MUST BE MUCKED OUT AND DISPOSED OF ACCORDINGLY. REGRADE AREA FOR THE FINAL
SURFACE TREATMENTS AND SITE IMPROVEMENTS SHOWN. SUITABLE FILL SHALL BE USED TO ACHIEVE
PERMANENT GRADES AS SHOWN. SUITABLE FILL AND PIPE BACKFILL TO BE CONFIRMED AND TESTED BY
THIRD PARTY CMT FIRM.
27. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF
CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE
HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE
BARE PATCHES OR EVIDENCE OF EROSION.
28. ONCE ALL AREAS ARE STABILIZED, CALL EROSION CONTROL OFFICER AT 919-545-8268 FOR INSPECTION AND
APPROVAL TO REMOVE SILT FENCE AND OTHER REMAINING EROSION CONTROL MEASURES.
29. REMOVE MEASURES AND PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE
REMAINING DISTURBED AREAS PER THE PLANS.
30. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT CHATHAM COUNTY TO CLOSE OUT THE
E&SC PLAN.
(NOTE: THIS PLAN OCCURS AT #78)
SYMBOLS
DISTURBED AREA: 130,680 SF (3.00 AC)
ONSI TE: 87,120 SF (2.00 AC) 1
OFFSITE. 43,560 SF 0.00 AC)
GRAPHIC SCALE
20 0 10 20 40 80
(IN FEET) Know what's below.
7 inch = 40 ft. Cal l before ou di
Y 9'
LEGEND & NOMENCLATURE
LINETYPES
ABBREVIATIONS
Ex. iron pipe/rod or nail
X Fence
DB
Deed Book
0
Ex. concrete monument
SF Silt Fence
PB or BM Plat or Map Book
10
New iron pipe
LD Limited disturbance
N/F
Now or formerly
IS
Calculated point
SD Prop. storm drain
p9,
Page
©
Cable pedestal
/'��
Extents of Clearing/
SF
Square feet
Telephone pedestal
New Tree Line
Ac.
Acres
Existing Tree Line
E❑
Electric pedestal
��,,,�
Baffles
R/W
Right-of-way
Fiber-optic marker
Diversion
NCSR
NC State Route
Traffic signal box
NCDOT
NC Dept. of Trans.
0
Water meter
NOTES SYMBOLS
R/W
Right-of-way
Fire hydrant
CE
O
Construction Entrance/Exit
Ex.
Existing
Valve (water or gas)
RCP
Reinforced concrete pipe
ODD
S
Sanitary sewer manhole
Temporary Diversion Ditch
PVC
Polyvinyl chloride pipe
Sanitary sewer cleanout
PD
Permanent Diversion Ditch
K
Measured
Storm curb inlet
IP
Inlet Protection
AG
Above ground
Drainage inlet (w/grate)
SB
Slope Blanket
BG
Below ground
OStorm
drain manhole
SF
Silt Fence
Utility pole
FO
Silt Fence Outlet
Lamp post
SW
Straw Wattle
Signal pole
TS
Temporary Seeding
1
Guy wire
PS
Permanent Seeding
Sign post
Straw Wattle
TP
Tree Protection Fence
Silt Fence Outlet
CW
Concrete Washout Area
1.0000
0p0O00l
Inlet Protection
Silt Bag Dewatering
o
0 0
(Block &Gravel or
o00000o
Hardware Cloth)
NCDENR SELF -INSPECTION
PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
Q
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
TAKE EFFECT OCTOBER 12010.
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 APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL
SPREADSHEET FORM THE LAND QUALITY WEB SITE.
h ttp://portal. ncdenr. org/web/lr/erosion
LD
- LD
- LD
- 46 4-------- J LD
I - LD
EXTEND SILT FENCE TO
g REAR OF PROPERTYJUST
BEYOND LARGE CEDAR TREE
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9
L462
s
/ 460
N/F
ALAN R. BERG
AND WIFE, MELISSA
PIN: 0789-25-0023
DB: 1537711627
BM: 19841884
EXISTING--------�
(LOT 9) DRAINAGE
CHANNEL
J �
11
PROVIDE 12" BERM TO DIRECT / 2 \ CW
WATER TO SFO AS SHOWN.
THIS BERM IS TO BE REPAIRED
DAILY FROM CONSTRUCTION
TRAFFIC. PROVIDE STONE
CHECK DAM OR EQUIVALENT
AT OUTLET OF DIVERSION
BERM. 11
0
PROVIDE SILT FENCE TO
CONTAIN ALL DISTURBED F
AREAS & MULCH PILES
STABILIZE DISTURBED AREAS _ o
ADJACENT TO DRAINAGE I
CONVEYANCE, INCLUDING
SIDE SLOPES WITH NATURAL
GROUND COVER I
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TO INCLUDE 2 TREES TO / G
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STABILIZE
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PROVIDED
NOTE THAT IT IS EXPECTED UTILITIES D �O DITCH ALONG
WILL BE TRENCHED TO HOUSE IN THIS 6 DRIVEWAY
GENERAL AREA. CONTRACTOR SHALL SEED & STRAW
IMMEDIATELY STABILIZE DISTURBED BARE AREAS ON
AREAS WITH SEED & STRAW SIDE OF DRIVE I I o I
o I SF
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75OLF FROM 50' PUBLIC
ROW TO DRAIN FIELD VIA o
75' UTILITY EASEMENT ^ / 6' AREA FOR MAXIMUM 4"
TRENCH WITH PUMP
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SEPTIC.IMMED/ATELY 1
44 �'00, 1 STABILIZE WITH SEED AND
� /z STRAW UPON TRENCH
/ e, COMPLETION
SILT FENCE ON EAST SIDE OF
PROPERTY TO MATCH WEST.
ENSURE ALL UPLAND DISTUR
AREAS ARE CAPTURED.
N/F
DONALD NYE
AND WIFE, WHITNEY T.
PIN: 0789-14-7985
DB: 171971736
BM: 79841884
(LOT 17)
ADD SHORT SILT FENCE AND
SILT FENCE OUTLET
PROTECTION IN DITCH OR
RIPRAP CHECK DAM TO FILTER
WATER PRIOR TO ENTERING
SWALE ALONG VALLEY LANE
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- IMMEDIATELY SEED,
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REPAIR SEPTIC AREA
DISTURBED AREAS UPON
\ \ /
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INSTALLATION OF DRAIN
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-
LD LD
�
DISTRIBUTION BOX.
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6' AREA FOR MAXIMUM 4"
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SETBACK FROM
PROPERTY LINE
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SCALE: 1" = 40'
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C3 PROJECT #:
21-017
REVIEW PROJECT #:
SHEET #:
C-1.1