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SITE NOTES:
1. PROJECT ADDRESS: 0 OLD HAYWOOD ROAD
2. TOTAL ACREAGE: 6.00 AC
3. ZONING: TOWN OF MILLS RIVER
4. PROJECT PIN NUMBER(S): 9632-48-7869, 9632-48-9561
5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: BROOKS ENGINEERING ASSOCIATES, PA
6. EXISTING BOUNDARY INFO PROVIDED BY: BROOKS ENGINEERING ASSOCIATES, PA
7. FEMA FLOOD PANEL: 3700963200J
8. RECEIVING STREAM: MCDOWELL CREEK (CLASS C, INDEX NO. 6-58)
9. SOIL TYPE(S): DELANCO LOAM, HAYESVILLE LOAM
10. DEED BOOK / PAGE: 28/571, 3487/445
11. LATITUDE / LONGITUDE: 35.4251420N, 82.576514°W
12. DISTURBED ACREAGE: 4.0 AC
13. EROSION CONTROL REVIEW: NCDEQ
14. STORMWATER MANAGEMENT REVIEW: NCDEQ
GENERAL NOTES:
1.
2.
3.
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CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S
FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING
CONSTRUCTION.
LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO GUARANTEE IS
MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE, SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES
WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL
NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED
IN THE PLANS.
NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
ANY EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF IN
AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO
CONSTRUCTION.
ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE
AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH THE WORK.
CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND
MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION
STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY
STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED
BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD
THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION,
SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING
THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE
REQUIREMENTS, RULES AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING
JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER
UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
INSPECTION SCHEDULE:
1. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL APPLICABLE LAND DISTURBANCE PERMITTING IS
COMPLETED AND A PRECONSTRUCTION MEETING WITH GOVERNING LAND DISTURBANCE REGULATORY
PERSONNEL IS CONDUCTED.
2. ALL SHOP DRAWINGS SHALL BE SUBMITTED AT OR PRIOR TO THE PRECONSTRUCTION MEETING.
3. ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS.
4. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS.
5. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR
ADDITIONAL REQUIREMENTS AND STANDARDS.
BEFORE YOU DIG !
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW!
SANSTONE
PROJECT MAP
VICINITYMAP
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OLD FANNING BRIDGE RD
N.T.S.
TOWN OF MILLS RIVER
CONTACTS
SHEET INDEX
NO.: TITLE:
C-0 COVER
C-2.0 EXISTING CONDITIONS / DEMO PLAN
C-5.0 OVERALL GRADING AND STORMWATER PLAN
C-5.1 STORMWATER PROFILES
C-5.2 STORMWATER DETAILS
C-5.3 STORMWATER DETAILS
C-5.4 EXISTING DRAINAGE AREA MAP
C-5.5 PROPOSED DRAINAGE AREA MAP
NO.: TITLE:
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PROPERTY ADDRESS: 0 OLD HAYWOOD ROAD
PIN NUMBER: 9632-48-7869, 9632-48-9561
PROPERTY SIZE: 6.00 AC
ZONING REVIEW: TOWN OF MILLS RIVER
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: MR -MU
PROPERTY OWNER: SANSTONE HOME OFFICE
PROPERTIES, LLC
CONTACT: CHRIS SPRENGER
ADDRESS: 229 AIRPORT ROAD SUITE 7-104
ADDRESS 2: ARDEN, NC 28704
DEVELOPER: GREENFINN GROUP
CONTACT: CHRIS FINN
ADDRESS: 825C MERRIMON AVE, SUITE 171
ADDRESS 2: ASHEVILLE, NC 28804
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: BRANDON THOMAS
ADDRESS: 17 ARLINGTON ST
ADDRESS 2: ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
DEMOL /TION NOTES
1. CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS FOR THE
DEMOLITION OF BUILDINGS AND EXISTING SITE IMPROVEMENTS.
NO WORK SHALL COMMENCE UNTIL THE PROPER PERMITS HAVE
BEEN ACQUIRED.
2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITY LOCATION
SERVICE FOR THIS AREA AND HAVE THE EXISTING UTILITIES
LOCATED PRIOR TO BEGINNING WORK.
3. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE
AND DISPOSED OF IN AN APPROPRIATE MANNER.
4. CONTRACTOR TO COORDINATE ANY UTILITY DEMOLITION WITH THE
APPROPRIATE UTILITY PROVIDER AND DEMO UTILITIES PER THEIR
SPECIFICATIONS AND STANDARDS.
5. EXCESS EXCAVATION TO BE USED A LATER DATE SHALL BE
STOCKPILED ON SITE AT A LOCATION TO BE DETERMINED BY THE
OWNER, AND STABILIZED WITH PERMANENT SEEDING.
WETLAND NOTES
1. PER THE USFWS NATIONAL WETLANDS INVENTORY, THERE ARE NO
DOCUMENTED WETLANDS LOCATED WITHIN THE PROJECT LIMITS.
2. FIELD INVESTIGATION CONDUCTED BY BRANDON M. THOMAS, P.E.
ON JULY 14, 2020 CONFIRMED THAT NO WETLANDS EXIST ON SITE.
EXIST. CONDITIONS LEGEND
EXIST. BOUNDARY
EXIST. RIGHT OF WAY
EXIST. EASEMENT
EXIST. BUILDING SETBACK
EXISTING SIDEWALK
EXISTING PAVEMENT
EXIST. EDGE OF PAVING
EXIST. ASPHALT CURB
— E-w E-w —
EXIST. WATER LINE
HYD'5
EXIST. FIRE HYDRANT
WVX
EXIST. WATER VALVE
— E-ou E-ou —
EXIST. OVERHEAD UTILITIES
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EXIST. POWER POLE
— E-u E-u —
EXIST. UNDRGRND UTILITIES
E-ST
EXIST. STORM DRAIN
®
EXIST. CATCH BASIN
QQ
EXIST. JUNCTION BOX
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EXIST. DROP INLET
EXIST. MINOR CONTOUR
-
EXIST. MAJOR CONTOUR
• ............ • • • • ABANDON EASEMENT
DEMO CURB
TREE TO REMAIN
TREE TO BE REMOVED
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SWALE
CHART
SWALE CALCULATIONS
Swale
Number
.
Swale
� Name
Swa
� Typlee
� Invuert
Dmun
� Invert
� Sl Sid. Z
ope -
�btm width
b(ft)
� Length
� Slope
; ;
; ;
"" : 100001001���
I � WE
, 1, I
I I I
I
11 M � "
I I
"I'll, I I I I , , RESULTS
,
f4bimDffohl I �kloeftv I sh'edett,en'j
, ,
I , I ' ' I I
I I
I I I Reintomement , '
I
I SW1
I GRASS
1 2228.6'
1 2220.0'
1 2.0
1 0.5ft
I 2a5ft
1 3_7%
1 17)036 sf
WE
11 mM
E' %` , , 1 , 29"in , I
,
2"�Sfps 'I
, '6�50 , ' INAG
C7008N &M,PorarA,
, , ,
1 2
1 SW2
I GRASS
1 2228.6'
1 2220.5'
1 2.0
1 0.5ft
1 185ft
1
-
�
0 Y, �1 , 3� 04n , 'I
'10 fps, , I
, , 0�60 , IMAG,
-
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,
STORM DRAINAGE TABLE
NAME
RIM ELEV(FT)
INVERT -IN ELEV(FT) (1)
INVERT -IN ELEV(FT) (2)
INVERT -OUT ELEV(FT)
Drainage Area (Acre)-
Runoff Coeff.
Time of Concentration(min)
ST1
2181.00
2181.00
N/A
N/A
0.00
0.00
0.00
ST2
2186.86
2181.29
N/A
2181.29
0.30
0.93
5.00
ST3
, 2186.84
2182.15
N/A
2181.65
1.04
0.36
11.60
ST4
2190.00
2184.43
2183.81
2183.81
1.12
0.34
15.80
ST5
2188.81
N/A
N/A
2185.31
0.30
0.91
-
5.00
ST6
2195.15
2191.17
2189.59
2189.59
0.31
0.38
12.70
ST7
2195.15
N/A
N/A
2191.65
0.07
0.87
5.00
ST8
2205.55
2200.33
N/A
2198.32
0.14
0.41
11.60
ST9
2216.94
2212.95
2209.31
2207.44
0.03
0.85
5.00
ST10
2216.93
N/A
N/A
2213.43
0.07
0.86
5.00
ST1 1
2223.34
2215.37
N/A
2215.37
0.16
0.83
5.00
ST12
2228.04
2216.58
N/A
2216.58
0.04
0.80
5.00
ST13
1 2228.28
2217.13
N/A
2217.13
0.02
0.79
5.00
ST14
2226.30
2217.80
N/A
2217.80
0.10
0.78
5.00
ST15
2224.46
2220.48
2218.34
2218.34
0.03
0.84
5.00
ST17
N/A
I N/A
1 2220.96
1 0.07 ==
0.80
5.00
ST16
2222.54
1 N/A
I N/A
1 2219.04
1 0.18
1 0.90 +
5.00
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DEVELOPMENTDATA
PROPERTY ADDRESS: 0 OLD HAYWOOD ROAD
PIN NUMBER: 9632-48-7869, 9632-48-9561
PROPERTY SIZE: 6.00 AC
ZONING REVIEW: TOWN OF MILLS RIVER
EROSION CONTROL REVIEW: NCDEQ
'
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: MR -MU
PROPERTY OWNER: SANSTONE HOME OFFICE
PROPERTIES, LLC
CONTACT: CHRIS SPRENGER
ADDRESS: 229 AIRPORT ROAD SUITE 7-104
ADDRESS 2: ARDEN, NC 28704
DEVELOPER: GREENFINN GROUP
CONTACT: CHRIS FINN
ADDRESS: 825C MERRIMON AVE, SUITE 171
ADDRESS 2: ASHEVILLE, NC: 28804
EMAIL: CFINN&GREENFINNGROUP.COM
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: BRANDON THOMAS
ADDRESS: 17 ARLINGTON ST
ADDRESS 2: ASHEVILLE, NC; 28801
EMAIL: BTHOMAS&BROOKSEA.COM
PHONE: [phone]
GRA DING A ND S TORM WA TER L EGEND
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THE BIORETENTION CELL SHALL BE PLANTED WITH A COOL SEASON
TURF GRASS SOD SUCH AS FESCUE OR BLUEGRASS. AVOID USING SOD
THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY).
",////////"//////////////////,/"//,/"//////""///,/////,/,//////////////�////////////////////////////�/////�/�///�/�/�/�/�//�/l/��//�/�/�/l/��,/�/�/�/�,/�/�/�/�/"�/,�,�,�/,/ .............................. ast,
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0 10 s 20 30
SCALE: 1 "_ 10'
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EMERGENCY SPILLWAY
ELEV. 2082.25
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BIORETENTION CELL MEDIA AND UNDERDRAIN
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BIORETENTION CELL - PROFILE
SCALE= 1:10
42 LF OF 18" HDPE AT 1.79%
2190
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Appwdices
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try 211 4) t 0 _alo 510 LOCO
Curves may rnc@ to extaa.C}dwtd,.1.
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Appendices
,7
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OUTLET CONTROL PROTECTION CALCULATIONS
DAM EL.= 2184.00'
SPILLWAY EL. = 2182.25'
4.0'
TOP OF UPTURNED PIPE \
FOR IWS AT ELEV=2179.50'
INV. OUT = 2177.75'
1.0'
TRASH RACK
TOP EL.= 2182.00'
8.063
SCALE= N
30" OF MEDIA MIX TO BE COMPOSED OF A HOMOGENOUS
6" PVC CAP WITH 1.9" DRILLED ORIFICE MIX OF THE FOLLOWING:
• 75-85% MEDIUM TO COARSE WASHED SAND
SOD POND BOTTOM- 2181.00' • 8-10% FINES (SILT AND CLAY)
• 5-10% ORGANIC MATTER (SUCH AS
PINE BARK FINES)
• MEDIA P-INDEX SHOULD BE LESS THAN 50
INV=2177.75'
FILTER FABRIC LAYER THE BIORETENTION MEDIA SHALL NOT BE
MECHANICALLY COMPACTED. IT IS RECOMMENDED TO
TOP OF STONE = 2178.50 EITHER WATER IT OR WALK ON IT AS IT IS PLACED.
3" OF WASHED #57 STONE ABOVE AND ON EACH SIDE OF UNDERDRAIN
6" PERFORATED PVC
UNDERDRAIN AT 0.50% MIN. SLOPE
REINFORCED CONCRETE
ANTI -FLOTATION BASE
6'x6'x1'
PROVIDE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND THE DIAMETER
OF THE PIPE. PERFORATIONS SHOULD BE PLACED 6 INCHES ON CENTER
WITHIN EACH ROW FOR THE ENTIRE LENGTH OF THE DRAINAGE LATERAL.
PERFORATIONS SHOULD BE 3/8 INCH IN DIAMETER.
OUTLET STRUCTURE & BIORETENTION MEDIA DETAIL
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I ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE C, Z Lij 2 0) 0 0
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H-25 HEAVY CONSTRUCTION I S. ­ U. 1� E
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DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED go H 119
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LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
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LATEST EDITION.III r
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ZONING REVIEW: TOWN OF MILLS RIVER
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: MR -MU
PROPERTY OWNER: SANSTONE HOME OFFICE
PROPERTIES, LLC
CONTACT: CHRIS SPRENGER
ADDRESS: 229 AIRPORT ROAD SUITE 7-104
ADDRESS 2: ARDEN, NC 28704
DEVELOPER: GREENFINN GROUP
CONTACT: CHRIS FINN
ADDRESS: 825C MERRIMON AVE, SUITE 171
ADDRESS 2: ASHEVILLE, NC 28804
EMAIL: [e-mail]
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ENGINEER: BROOKS ENGINEERING
CONTACT: BRANDON THOMAS
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EXIST. CONDITIONS LEGEND
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DEVELOPMENTDATA
PROPERTY ADDRESS: 0 OLD HAYWOOD ROAD
PIN NUMBER: 9632-48-7869, 9632-48-9561
PROPERTY SIZE: 6.00 AC
ZONING REVIEW: TOWN OF MILLS RIVER
EROSION CONTROL REVIEW: NCDEQ
'
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: MR -MU
PROPERTY OWNER: SANSTONE HOME OFFICE
PROPERTIES, LLC
CONTACT: CHRIS SPRENGER
ADDRESS: 229 AIRPORT ROAD SUITE 7-104
ADDRESS 2: ARDEN, NC 28704
DEVELOPER: GREENFINN GROUP
CONTACT: CHRIS FINN
ADDRESS: 825C MERRIMON AVE, SUITE 171
ADDRESS 2: ASHEVILLE, NC 28804
EMAIL: CFINNaGREENFINNGROUP.COM
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: BRANDON THOMAS
ADDRESS: 17 ARLINGTON ST
ADDRESS 2: ASHEVILLE, NC 28801
EMAIL: BTHOMASaBROOKSEA.COM
PHONE: [phone]
GRA DING A ND S TORM WA TER L EGEND
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