SW1200601_2020-05-29 Sanstone NCDEQ Storm Plans_20200605

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OFFICE & STORAGE EXPANSION
NOTES
SITE NOTES:
1. PROJECT ADDRESS: 0 OLD HAYWOOD ROAD
2. TOTAL ACREAGE: 6.02 AC
3. ZONING: TOWN OF MILLS RIVER
4. PROJECT PIN N U M BER(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: 37009632003
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, 3373/44
11. LATITUDE / LONGITUDE: 35.425142°N, 82.576514°W
12. DISTURBED ACREAGE: 4.0 AC
13. EROSION CONTROL REVIEW: NCDEQ
14. STORMWATER MANAGEMENT REVIEW: NCDEQ
GENERAL NOTES:
1. 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.
2. 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.
3. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
4. 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.
5. 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.
6. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE
AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
7. THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH THE WORK.
8. 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.
9. 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!
PROJECT MAP
VICINITY MAP
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CONTACTS
DEVELOPER:
GREENFINN GROUP
OWNER:
SANSTONE HOME OFFICE PROPERTIES, LLC
ENGINEER:
BROOKS ENGINEERING ASSOCIATES, PA
SURVEYOR:
BROOKS ENGINEERING ASSOCIATES, PA
NO.: TITLE:
CONTACT INFO:
CHRIS FINN
825C MERRIMON AVE, SUITE 171
ASHEVILLE, NC 28804
704-390-4819
[e-mail]
CONTACT INFO:
CHRIS SPRENGER
229 AIRPORT ROAD SUITE 7-104
ARDEN, NC 28704
CONTACT INFO:
MARK BROOKS
17 ARLINGTON STREET
ASHEVILLE, NC 28801
828-232-4700
[e-mail]
CONTACT INFO:
PAUL SEXTON
828-232-4700
[e-mail]
SHEET INDEX
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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DEVELOPMENT DATA
PROPERTY ADDRESS: 0 OLD HAYWOOD ROAD
PIN NUMBER: 9632-48-7869, 9632-48-9561
PROPERTY SIZE. 6.02 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: MARK BROOKS
ADDRESS: 17 ARLINGTON ST
ADDRESS 2: ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
DEMOLITION 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.
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
HrQ'5
EXIST. FIRE HYDRANT
wv><
EXIST. WATER VALVE
E-Ou E-Ou
EXIST. OVERHEAD UTILITIES
PP C-0�
EXIST. POWER POLE
E-L) E-u
EXIST. UNDRGRND UTILITIES
E-ST
EXIST. STORM DRAIN
®
EXIST. CATCH BASIN
Q
EXIST. JUNCTION BOX
®
EXIST. DROP INLET
EXIST. MINOR CONTOUR
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EXIST. MAJOR CONTOUR
• ............ • • • • ABANDON EASEMENT
DEMO CURB
TREE TO REMAIN
TREE TO BE REMOVED
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D E VEL 0 PMEN T DA TA.
PROPERTY ADDRESS: 0 OLD HAYWOOD ROAD
PIN NUMBER: 9632-48-7869,9632-48-9561
PROPERTY SIZE: 6.02 AC
ZONING REVIEW: TOWN OF MILLS RIVER
EROSION CONTROL REVIEW: NCDEQ
STOR AWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: MR -MU
PROPERTY OWNER: SANSTONE HOME OFFICE
PROPERTI =S, LLC
CONTACT: CHRIS SPRENGER
ADDRESS: 229 AIRPORT ROAD SUITE 7-104
ADDRESS 2: ARDEN, NC 28704
DEVELOPER: GREENFINN GROUP
CONTACT: CHRI 'FINN
ADDRESS: 825C AERRIMON AVE, SUITE 171
ADDRESS 2: ASHEVILLE, NC 28804
EMAIL: CFINN REENFINNGROUP-COM
PHO qE: 704-390-4819
ENGINEER: BROOKS ENGINEERING
CONTACT: MARK BROOKS
ADDRESS: 17 ARLINGTON ST
ADDRESS 2: ASHEVILLE, NC 28801
PHONE: [phone]
STORM PIPE TABLE
DOWN INVERT (FT)
UP INVERT (FT)
LENGTH (FT)
SLOPE (%)
MATERIAL
SIZE (IN)
2181-00
2181.29
24
1.22
HDPE
30
2181.29 -
2181.65-
24
1.50
HDPE
30
2182.15
2183.81
166
1.00
HDPE
24 -
2183.81
2189.59
203
2.85
HDPE
24
2184.43
2185.31
44
2.00
HDPE
18 _
2189.59 -
2198.32
101
8.65
HDPE
24
2191.17
2191.65
24
2.00
HDP ---
18
2200.33
2207.44
89
8.00
HDPE
18
2209.31
1 2215.37
101
6.00 -
HDPE
18
2212.95
2213.43
24
2.00
HDPE
18 .
2215.37
2216.53
121
1.00 -
HDPE
18
2216.58
- 2217-13
55
1.00
HDPE
18
2217.13
2217.80
67
- 1.00
HDPE
18 -
2217.80
2218.34
54
1.00
HDPE
18
'1A
2218,10--v
2219.04
70
1.00
HDPE
I __ 18
2220.48
- 2220.96
24
1 -2.00
1 HDP :-:
18 .
__ 2220.50
. 2220.00
- 64
1 0.78
1 HDPE 1 18
STORM STRUCTURE TABLE
NAME RIM ELEV(FT) INVERT -IN ELEV(FT) (1) INVERT -IN ELEV(FT) (2) INVERT -OUT ELEV(FT)
STI 2181.00 2181-00 N/A � N/A
ST2
2186.86
2183".84
2181.29
N/A
2181.29
ST3
2182.15
N/A -
2181.65
ST4
2190.00
2183.81
2184.43
2183.81
- ST6
2195.15
2189.59
2191.17
2189.59 -
ST8
2205.55
2200.33
N/A
2198.32
ST9
2216.94
2209.31 -
2212.95
2207.44
STI 1
2223.34
2215.37
N/A -
2215.37
ST1 2
2228.04
I 2216.58
N/A
2216.58
ST1 3
2228.28
_ 2217.13
N/A
2217.13
ST14
2226.30
2217.80 -
N/A
2217.80
ST1 5
2224.46
2218.34
2220.48
2218.34
ST1 6
2222.54
N/A -
N/A
2219.04 .
�. ..
2224.46
N/A
N/A
2220.96
ST1 0
2216.93
N/A
N/A
2213.43
S F7
2195.15
N/A
N/A
2191.65
ST5 1
2188.81
1 N/A
N/A
i 2185.31
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POND PRAP OUTLET
Appendices
A� E •
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.......... E-VV ISAN STO N E HO M E 0 FFICE IPROPERTIES, LLC DB: 3250 PG: 364 PLAT: SLD 11221 PIN: 9632-49-8125 ..... ... . .. .. ..... ... I... ......... .. ROBERT E. CARUSO & ...... MICHELLE LEE O'BRIEN DBa 1515 PG: 406 P LAT:,, SLD,7523 ................ IPIN%: 96321-49-4036 17 ST*1 5%... I- - -------- ...... ..... . .....
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..... . A 0.28 AC
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I.. .. ...... iIST1 2 Kim ADJOINER PROPERTY LINE (TYP) . . ....... . I6 m-1110. ............. ............ ............... IPROPOSED INLET DRAINAGE AREA 2 2 Typ) SEE SUMMARY TABLE THIS SHEET TO BMP #1
IPROPOSED BASIN #1
2218 A = 5.07 AC (1.09 AC - OFFSITE)
TC 14.0 MIN.
Tq\ CN 72
21 I, 6 IIII ... ...... . 18"STANDARD CURB & GUTTER (TYP)
HENDERSON-BEYSTONE HEALTHCARE
PROPERTIES, LLC
DB: 1500 PG: 582
PLAT SLD 11221
PIN: 9632-58-1944
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0 I.... .... ... II0 wv I......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 0 IM M PROPOSED BASIN #1 0 BYPASS BMP #1 A 0.74 AC 2186, TC 10.1 MIN. ICN 74 M 0 r ­7. * T 1 M I2.1 f83 cz soil: DeB (HSG C., M Of BMP #1 - PROPOSED
0 40 80 120
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DE VEL OPMEN T DA TA_
PROPERTY ADDRESS: .0 OLD HAYWOOD ROAD
PIN NUMBER: 9632-48-7869,9632-48-9561
PROPERTY SIZE: 6.02 AC
ZONING REVIEW: TOWN OF MILLS RIVER
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: MR -MU
PROPERTY OWNER: SANSTONE HOME OFFICE
PROPER FIES, LLC
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CONTACT: MARK BROOKS
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PHONE: [phone]
INLET DRAINAGE AREA
NAME
Drainage Area (Acre)
Coeff.
Time of Concentration(min)
ST1
-
-Runoff
-
ST2
0.30
0.9
5.00
ST3
1.04
0.36
11.60
ST4
1.12
0.34
15.80
ST6
0.31
0.38
12.70
ST8
0.14
0.41
11.60
ST9
0.03
0.85
5.00
ST1 1
0.16
0.83
5.00
ST1 2
0.04
0.80
5.00
ST1 3
0.02
0.79
5.00
ST1 4
0.10
0.78
5.00
ST1 5
0.03
0.84
5.0
ST1 6
0.18
0.90
5.00
ST1 7
0.51
0.37
11.90
0.45
0.41
13.30
-ST10
ST7
0.07
0.87
5.00 1
ST5
0.30
0.91
5.00
GRA DING A ND S TORM WA TER L EGEND
EXIST. BOUNDARY
. . .......
EXIST. RIGHT OF WAY
E-SS . ... . . .......... E-SS ... . ..
EXIST. SANITARY SEWER
E.-OU
EXIST. OVERHEAD UTILITIES
.............. ........ ........
EXIST. STORM DRAIN
... . ...
EXIST. MINOR CONTOUR
..... . .....
EXIST. MAJOR CONTOUR
...... ....................... . . .... . . ............. .
NEW MINOR CONTOUR
ELEV
NEW MAJOR CONTOUR
NEW PAVEMENT
NEW SIDEWALK
NEW SEWER LINE
NEW YARD INLET
NEW DROP INLET
NEW CATCH BASIN
NEW JUNCTION BOX
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