20070776 Ver 3_Emails_20080903

RE: Waynesvil]`e Commons - Best Buy
Subject: RE: Waynesville Commons - Best Buy
From: "Christy, Charles" <[e-mail]>
Date: Wed, 3 Sep 2008 09:43:30 -0400
To: "Annette Lucas" <[e-mail]>
I will submit a hard copy in the mail today. Will that hold up your
review?
Thanks,
Chuck
Wade Trim, Inc.
Charles J. Christy, PE, Associate
Land Development Services
Office: 828.665.1288
Cell: 828.337.0251 (24-7)
Fax: [phone]
-----Original Message-----
From: Annette Lucas [mailto:[e-mail]]
Sent: Wednesday, September 03, 2008 9:21 AM
To: Christy, Charles
Subject: Re: Waynesville Commons - Best Buy
Chuck,
You will also need to submit a hard copy to us.
Annette
Christy, Charles wrote:
Sorry. Here they are. Thanks
Thanks,
Chuck
Wade Trim, Inc.
Charles J. Christy, PE, Associate
Land Development Services
Office: 828.665.1288
Cell: 828.337.0251 (24-7)
Fax: [phone]
-----Original Message-----
From: Annette Lucas [mailto:[e-mail]]
Sent: Tuesday, September 02, 2008 2:04 PM
To: Christy, Charles
Subject: Re: Waynesville Commons - Best Buy
Chuck,
Did you provide a Required Items Checklist for each of the BMPs? I am
not seeing them.
Annette
Christy, Charles wrote:
Hi Annette,
I was wondering if you had a chance to review the Best Buy stormwater
I management plan we submitted.
1 of 2 9/3/2008 1:24 PM
RE: Waynesville Commons - Best Buy

Thanks,
Chuck
*Wade Trim, Inc.*
Charles J. Christy, PE, Associate
Land Development Services
Office: 828.665.1288
Cell: 828.337.0251 (24-7)
Fax: [phone]
2 of 2 9/3/2008 1:24 PM
Permit No. f QZ- (6M
(to be provided by DWQ)
Ill. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
61'6 0 1. Plans (V - 50' or larger) of the entire site showing:
-Design at uifimate build-out, 6-/0, 661'2-
- tiff-site drainage (if applicable), AJ'JA
- Delineated drainage basins (include Rational C coefficient per basin), 5-ce A Oh$1
-Basin dimensions; 6-'1'0 f c- Z-1
Pretreatment system, G - 2, r f°°Q"1
- High flow bypass system, 2.1F fSY'#ItSS , ymocri-frZe
-Maintenance access, }o tJc rrxt i,6 r t,' #yo-ir r-r. 9b.
-Proposed drainage easement and
ublic ri
ht o
6-/0
ROW
p
g
way (
),
Overflow device, and G - 2 • r,
- Boundaries of drainage easement. 46-/ G
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar, e-41 OrM;i'cc
-Maintenance access PWA.-f') .
- Permanent pool dimensions
-
, 6
Z. f '
Forebay and main pond with hardened emergency spillway, C_ 2.1 /Z C44 W / R s Qv'c,r' l ou 1
-Basin cross-section, G - 7-1
Vegetation specification for planting shelf, and e- 2 /
Filter sship. G- 7. r - Z o, l r tr' f1 o ?fit a
r
3. Section view of f ention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower, - , o e- -
Pretreatment and treatment areas, and Art ?- /

G. ?O - Inlet and outlet structures. C - 2.1 r 6 - 1b
G G - g! r 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin. G - q 0 4!'G -q l
G G G -2. 1 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
G -c! d to verify volume provided. C - 2.1
t '"'y 1 6. A construction sequence that shows how the wet detention basin will be protected from sediment unfit the
entire drainage area is stabilized. C -&/ v 'C_ -{/
c-TC_ AJ
"T 7. The supporting calculations. igyj-. 6+0 ae fa
c3c' S,J?0 3 & A copy of the signed and notarized operation and maintenance (O&M) agreement. Sw.s ...'? 4
9. A copy of the deed restrictions (if required).-
Atl& 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests, County
soil maps are not an acceptable source of soils information.
0iVZ) /r lirTe,_J w1JVC. IlWer PeND
? ?? LS'/? !1 G.?N1>S? ?* t c?e?ToR €?
Form SW401-Wet Detention Basin-Rev.4 Part III. Required Items Checklist, Page 1 of 1
Permit No. a 7- 077
7
(to be provided by DWQ)
Ill. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result In a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials

Page/ Plan
Sheet No.
G . ?.I

Plans (1" - 50' or larger) of the entire site showing:
-Design at ultimate build-out, C-1.6, 409*2-
- Off-site drainage (if applicable), sll4
- Delineated drainage'basins (include Rational C coefficient per basin), L/ST-b d,F1
- Trench dimensions, L - 2• I
- Pretreatment system, G - 2.1
-High flow bypass system, G- ?./- LG?<j ?/prtiaorer
-Maintenance access, 6-10 - Do ??: st ??
- Proposed drainage easement and public right of way (ROW), G ^ 4 D
-Overflow device, and 6-2.1, Lee-
- Boundaries of drainage easement, L/STEIj 0At > o C.. a? f++?r f
2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
-Bypass structure, ?eviel -$y
Maintenance access, ;Ock ar"eo.?
Basin bottom dimensions, G- %. i
Basin cross-section with benchmark for sediment cieanout, G -.?. !
-Flow distribution detail for inflow, lrvcr
- Vegetated filter, and /9114i?-r--
- Pretreatment device. 7GtrC.61111
3. Section view of the infiltration basin ( 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
#t/t[old C,4-JD
/ 'Clad r'/-
*d1< e 10. jej
4. A table of elevatlpns, re incremental volumes & accumulated volumes to verify the volume provided.
b ??ib J'??,pa p„1?
C, LTC u Ilrs 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
/40 investigation request form. County soil maps are?,,[tof an acceptable source of soils information.
G7? - ! AdlaCcr2'1 ? , ; ! , ,4,6'. FO-5,w .4
6. A construction sequence that shows how t e in6tlratlon assn will be protected from sediment until the
entire drainage area is stabilized.
G374- 7. The supporting calculations. 0u 4,1- Oft 12+y ,5d
wri ed 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required). A11P'
Form SW401-infiltration Trench-Rev.2 Part lit. Required Items Checklist, Page 1 of 1