20090662 Ver 1_More Info Received_20090807

Ever, LLC
8/4/2009
1
Heaven's Rose, Inc.
Engineering Services
44 Homespun Road
Sylva, NC 28779
Mr. Roger Edwards
Regional Office Supervisor
2090 US Highway 70
Swannanoa, NC 28778
August 1, 2009
Dear Mr. Edwards:
828 342-5079
828 508-2639
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Thank you for your review of the Evers, LLC permit application (DWQ Project #
09-0662). I am writing in response to your letter dated July 8, 2009. Below are the
outlined responses to your questions.
Response 1: The sewer line will be located along the main entrance driveway off US
441. The Town of Franklin's sewer main is located under the northbound lane of US
441. The Department of Transportation will not allow private sewer lines to be
constructed parallel to a state owned facility; therefore, the only access is to cross
perpendicular to US 441 from the driveway entrance to the sewer main under the
northbound lanes. Furthermore, load restrictions from the Town of Franklin has
prohibited parcel 3 from attaching to the sewer main. Parcel 3 will have to apply for an
individual septic tank permit.
Response 2 & 3: The Department of Transportation as part of the driveway permit for a
development of this size requires two access points to minimize congestion of US 441.
Therefore, the secondary access driveway which utilized crossing the creek is required by
DOT to fulfill permit obligations.
Response 4: The total impact is 145 linear feet. The drawings have been revised to
correct this oversight.
Response 5: The installation date of the previous culvert is unknown. Mr. Evers
purchased the property March 31, 2009. The installation date was not disclosed to Mr.
Evers.
Response 6: The area of impact for the culvert is hatched on Sheet 1 of 1. The property
boundaries are dash lines and the current property owners and deed references have been
indicated.
Response 7 & 8: A soil test was performed by ECS Carolinas, LLP. The results are
attached. The soil test indicates that an infiltration system will not function as designed.
Ever, LLC
8/4/2009
2
Therefore, the storm water plan has been revised to facilitate separate drainage areas per
parcel and installing a riprap tail ditch for the main development.
I have enclosed revised plan sheets and details. Please contact me if you need
additional information.
Sincerely,
Wanda H. Austin
ECS CAROLINAS, LLP
Ceotechnicnl Construction Mulerials Environmental fucilitics
July 27, 2009
Mr. L.C. Jones
Black Bear Paving
6456 Sylva Road
Franklin, North Carolina 28734
Reference: Double-Ring Infiltration Test Results
Tractor Supply - Franklin
Franklin, North Carolina
ECS Project 31-1287-E
Dear Mr. Jones:
As authorized by your acceptance of our work authorization, 31-1021-P, dated July 9,
2009, ECS Carolinas, LLP (ECS) has performed infiltration testing and hand auger
borings for the proposed stormwater management (SWM) system at the referenced
project site. Our report includes the results of our infiltration testing and hand auger
borings as well as a test location diagram.
We understand that the SWM system will be designed as an Infiltration Device per the
NCDENR Stormwater BMP Manual and is proposed to store and infiltrate storm water
runoff at the site. We understand that the bottom of the system will be about three feet
below the existing grade to the north of the planned outdoor storage area for the Tractor
Supply as indicated on an undated Storm Water Management plan provided to us and
developed by Ms. Wanda Austin, P.E. of Heaven's Rose, Inc., Engineering Services.
Two test pit excavations were performed within the SWM system footprint to depths of
up to 3 feet below the existing grades (proposed bottom of SWM system) in which to
perform the infiltration tests. One infiltration test was performed within each test pit
excavation. Two hand auger borings were advanced to depths of up to 3.5 feet below
the bottom of the test pit excavation to further evaluate the soil conditions in these areas.
The Test Location Plan indicates the approximate physical location of the tests
performed on the site.
EXPLORATION RESULTS
Soil Conditions
Subsurface conditions within the proposed vicinity of the SWM were evaluated with two
hand auger borings to depths of about 3.5 feet below the bottom of test pit excavation.
The hand augers encountered fill materials consisting of light brown micaceous silty fine
sand (SM), and orangish brown fine sandy silt (ML). Two soil samples were obtained
from the hand auger borings for percent finer than the US Standard No. 200 sieve
(ASTM D-1140) testing in our laboratory. Testing indicated 33.4% and 45.6% passing
the No. 200 sieve, which classifies as a silty sand (SM) in accordance with the USCS.
200 Ridgerield Court. Sufic 222, Asheville, W 28XO6 (828)-665-2307 Pax (82X)-665-8128 www.ecslimhcd.com
1•L., d!c ,, i.el, n. °rt t,:— 11-,'.( . ,ana.Jk ?t k,'., ...•h '.t ,.",'h. ':t \\auu ;",,i \I
Double-Ring h rltration Test Results
Tractor Supphv - Franklin
ECS Project 31-1287-E
INFILTRATION TESTING
In order to approximate the infiltration rates within the area of the proposed SWM
system, two double-ring infiltration tests were performed in general conformance with
ASTM D-3385 within the proposed infiltration areas on July 20 and July 21, 2009. The
tests (Test 1 and 2 as indicated on the attached location diagram) were conducted about
1 foot below existing grades (through the topsoil and organic layer). The double-ring test
locations were selected and located in the field by Mr. L.C. Jones based upon the site
plans provided by and upon conversations with Ms. Wanda Austin, P.E.
The site at each test was prepared by excavating to the planned bottom of SWM system
elevation. The 12 and 24 inch diameter steel rings were hammered into place
concentrically to depths of 4 and 6 inches, respectively. Each ring was filled with about
5 inches of water. After saturating the soils beneath the rings for at least 30 minutes,
infiltration testing was initiated by monitoring and recording the drop in the water level at
15, 30, and 60-minute intervals for several hours. The water level in each pipe was held
constant and the volume added over each time interval was recorded. The volume of
water added, incrementally, within the last several hours of the test is expected to
approximate the steady state vertical infiltration rate of the soil profile.
INFILTRATION TEST RESULTS
Infiltration test No.1 indicated an infiltration rate of 0.2 cm/hr (0.08 in/hr). Infiltration test
No.2 indicated an infiltration rate of 0.6 cm/hr (0.24 in/hr).
This report has been prepared to aid with the design of the on-site stormwater
management system. The information provided in this report is limited to this specific
project and the location described. The project description represents our current
understanding of the significant aspects of the proposed improvements relevant to the
geotechnical considerations.
We appreciate the opportunity to have provided geotechnical engineering services to
you on this project. Should you have questions regarding our findings or need additional
consultations, please do not hesitate to contact our office.
Respectfully,
ECS CAROLINAS, LLP
Richard G. Adams, E.I. -lam Matthew S. Fogleman, P.E.
Project Manager Principal Engineer
Enclosure: Test Location Plan
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Macon County Environmental Services Section
Office of Permitting Planning & Development
1834 Lakeside Dr. Franklin, N.C. 28734
LETTER OF APPROVAL
June 10, 2009
The Keith Corporation
clo Eric Larson
5935 Canegie Boulevard
Suite 200
Charlotte, NC 28209
Eric Larson:
Macon County has reviewed the Erosion and Sediment Control Plan for the project known as "Tractor
Supply Project". Based on the design presented, we find the plan to be acceptable and hereby issue
this LETTER OF APPROVAL. Please be advised that per the Sediment 8 Erosion Control Ordinance,
you are required to keep a copy of the approved SEDIMENTATION CONTROL PLAN on file at the job
site. The approval of your Erosion Control Plan is conditioned on your compliance with federal and state
water quality laws, regulations and rules. If your land disturbing activity involves the utilization of ditches
for the purpose of de watering or lowering the water table disturbing a wetlands piping a body of water,
or developing a pond or lake inside of a stream you must notify the Director of the Division of Water
Quality for the state of North Carolina and forward that office a copy of your Sediment Control Plan.
One purpose of this letter is to remind you of your responsibilities in undertaking this activity. According
to the FINANCIAL RESPONSIBILITY/OWNERSHIP FORM, you are listed as the person responsible for
this land disturbing activity. Even though you may contract someone to actually implement and maintain
your Sediment Control Plan, it is yg g responsibility to see that the requirements of the approved plan and
the Ordinance are met. You are responsible for ensuring that sediment stays on your site and that any
permanent control measures succeed.
Macon County's Sedimentation and Erosion Control Ordinance is a performance oriented program
requiring protection of the natural resources and adjoining properties. If following commencement of this
project it is determined that your plan is inadequate, Macon County may require revisions to your plan
and its implementation. Please let this letter serve as notice to you that Macon County has the legal right
to perform periodic inspections in order to monitor for compliance with the Ordinance. Any additional
land-disturbing activity beyond the approved limits must have an approved plan with the county and have
a valid land-disturbing permit before any work begins outside of the approved limits We look forward to
working with you on this project.
Sincerely and respectfully,
l C_ ___ -
Matt Ma on
Environmental Services Supervisor
Project name: Tractor Supply Company
Location: Intersection of 441 Sand Setser Branch.
Date received: May 2009
Date approved: June 10, 2009
Person(s) financially responsible: The Keith Corporation
Land-Disturbing Permit # S
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SHEET 1 ~E 1
S/16/09 ADD
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1~ I ~ - = US 64d23144I
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ii :RIP RAP N. i .r._ ; _ _w. _ ~ ..w .__.w Seeding and Mulching ~ _ _ . . M P ~ ra~ , ~ 8 1 09 REVISED B P
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1~ ~ 1 ;MATERIAL SPECIFICATIONS August 1 June 1 (Winter Mix) ~ ;May 1 September 1 (Summer Mix)
I 1 iI ~ I _ ~ 20# (23kg) " Kentucky Bluegrass ;20#{23kg} ~ ~ ~ ~ Kentucky Bluegrass Popra should be a well- raded mixture with 50 b wei ht lar er than
, ',1 'I p g.._ w~.°..u Y g..... g. _ ~ X75# (85kg~ ~ Hard Fescue.~,~M s75# (85kg},,,m.-.._.~~ -`Hard Fes ~ ~,.,.h cue . v._ , m he specified design size The diameter of the largest stone size m such 25# (28kg) Rye Gram 10# (28kg)' Rye Gram
~ e d50 size with smaller sizes radin ' a mixture should be 1 5 times th g 9 500# (560kg) Fertilizer f 500# (560kg} Fertilizer ;
~ , I ~ us 64~~3I US 64/~3I~41 downto 1 inch ~ ~ 4000#(4500kg) Limestone 4000#(4500kg} Limestone: ~ . - ~ ._N,.~,. _
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:,w.. , _ The minimum th'iokness ~ ofthe area~to be covered should be 1.5~fimes the ~
~ ~ ~ 1 i i d` !maximum stone diameter but in no case less than 6 inches _.m..~ _ ~ il~_~_, Fertilizer shall be" ~ ~ .m " . ~ ~e,~,a " 10 20 20 analysis
1 ~ i I `'I a i y" _ M „vr _ M , , ,v e " v, __w, The kinds ofseed and fertilizer, and the rates of application ofseed fertilizer, and i
i ~ ('7 ~ ~ N I ~ ~ Stone for nprap may consist of field stone or quarry stone The stone Jrmestone shall be as stated above All rates are in ounds er acre
~ i ~ ~ 1 ~ ~ jshoultlbe hard,~~angular, ofsuch quality that it will nof~break down on ~ ~ " ~ p a"~ ~_,m.. ~....,v
~ ~ ~ ~ 73, ~ ~ ~ I ' ;exposure to water or weathering and suitable in all other respects for the pLAN11NG METHODS ~ , purpose intended The specific grau~ty oftheindiwdual stones should be at '*~Uniform seed distribution is required by using a cyclone seeder, drop seeder,
~ I ~ 1 ` ~ 1162 w c ........inv.. , ,w...,M least 2 5 " " ~ ' ~ conventional gram drill, eultipacker seeder or hydraulic seeder ~ ~ -0
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~ ~ ~ i ~ . ~ , . u,.. * Class.1 nprap should consists,of stones within the weight range of ~ Disturbed areas shall be temporarily seeded if construction activities are halted more 1`,rrro
i ~ I', , ~ 5 to 200 Ib 2 to 13 mean diameter 30 /o shall wei h a mini ^ , ( " 4" x ° L„ ",g , mum of thantwenty-one (21}calendar days Areas that are on final grade shall be permantly
, } - ~ , , 60 Ibs(10' mean diameter},each no more than 10% shall weigh less than seeded within twenty-one (21) calendar days of completion ~ ~ ~~;.~'~L
~ 1?42 ~ i `15 Ib (3 mean diameter) each ~ I ~ a :'~~~scv s " ~ a~ a
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~ i ~ , , I * Class 2 nprap should consists of stones wthm the weight range of SOIL PREPARAR11ON FOR SEEDING ~ ; y
z ~ I i ~ t I 25 to 2501b (5" to 15' mean diameter) 60% shall weigh a minimum of ' ~ : ~.Q~a ~ ~ ;100 Ibs 12 mean diameter each, no more than 5% shall wei h less than ` ' ` ~y
I~EGEI~D / ~,~~,v ~ 1 i1 ~ ( ) g Stair step grade or groove cut slopes with a gradient steeper than 3 1 , ~ 50Ibs (9 mean diameter} each ~ $ ~ '~drririe
Drive t ~ ~1 _ ~ ll PRNPERTY LINE _ ,~,o:, t I ~ ~vA S ivDR ~ I i ~ g 4 „ „ ' , ~ , , i Use stair step grading on any erodible material soft enough to be upped with {
~ - ~ ~ ~ DB 0-20 PG lov= ~ ~ I I ~ ~aCATIC+i~ _ ~ ~ ~ i li I'', ~ INSTALLATION SPECIFICATIONS ~ ~ ,wpb,-° g - ..v.~_ . w ..a ~.R _ , „ . , „ r , _ _m _ a bulldozer Slo s consistin of soft rock v~th some subsoil are particularly. k
SILT FENCL X-X-X-X-X-X-X--X-X ~ ~ I i~ 1 stair-step grading. v sYx~...w ,i~,w_ n._ _ ~ _ suitedto~~u ~w.__ . r s ~ .
~I ~ ~ ~ I * Prepare the subgrade~for riprap to the required lines and grades shown - ~ " r-- ,~..a. r , _ ~.~m x , ~ . _ ~ m. ,..m~ s M ~ t ~
RIP RAP DITCH ~ _ ~ i,~ I ~ 1 IA o ~ ion the plans Compact any fill required in,thesubgradeto a density ^Make thewertical cut distance less than the horizontal distance, and _
i ~ J~ i VICIN- I Y P1A~ P(. GPCJ S E D RDAD W A Y ~11 ~ P1A~ .-..e.._ .~_._.m...~..n.~~. _ ~.,q...~..~" .....~..M, ~ , ;approximating t atp P e surroun ing un istur a matena or ove , 4~ ~ lightly slop p p e the horizontal osition of the ste in toward the veil ,
i~l EXISTING RaA~wAY _ ~ ~ « 1 tle ressions vrnthn ra rfill ; , ical ~ _am~~. a ~ ~I cuts m _ _;w ,m . A_d , r . _4 ,z
1 , ~w• ~ ~ ~ , I ;i 1 ~ , ~ Da not make individual vertica ~ ~ ~ ~1__ ~u ~ . v.,~.~~ ~ _ . ~ ~.._~v.~ .,_e~ _ ore than 2"feet in soft materials or ~"-1
RENXNRCED 1 ',E ~ « . < 1 ? / 2400 SF I~ . « ~ 11 emove rus , rees, stumps, and other ob a m Vw__ ctionable material, Nore than 3 feet m rocky materials z ~ ~.v_ ~ ~
CENCRETE PIPE ~ I1 , q I ~ x « I Channels should be excavated sufficient) to allow lacement of the ~ ~ ~ ~ ~ ~ - _.T. _ ~ _ ; ~ ~
Y._ p_...._. _ _ , _ Groove using any appropriate implement that can be safely operated on ~ ~ r~ 'xi ra m a manner such that the firnshed inside dimensions and rode of " ` "4 V J~ ' ' ` ' ~ ~
ENERGY DISSIPATER ~ « . . < , « . « . . p.~ p m ~ ; the slope such as disks tillers spring harrows or the teeth on a front-end ~ w ~ i then ra meet desi n s ecificati p p g p ons ~ loader bucket Do not make such grooves less than 3 inches deep nor ~ r~,! ~ ~ ~
~ I ~ « « « « ° ~ ~ . 1 ~ ~ « . - t
2' CNNTENR (PRNPNS 2925 - , ' ~ ' ~ . < < « « « > . > > « « > « 1 ~ a _ more than 15 inches apart ~ ~ ~ m i ~ ~
I 1 ` minimumpofvodst~Thedesreddstnbutonllof~sonesthoughoutthe~tm ss~ ~ F~ ~~~~~'n for areas not to ~ ~ ~ ~ ~ ~ . ..,.w~., - M. _.m..., . " . ill slope roughen g ,_w..a,. be mowed..........., _M. ,,,t._m:.. ,..,~.,e..",~ , t~ t~ ~
20 CC]NTC]UR CEXIST) 2925 ~ ~ uv 1 ~ ~ , ~ ~ ~ / ~ ~ / ~ 1 ;may be obtained by selective loading at the quarry and controlled dumping ~ ~
~ « . / _ STREAM & SPRING HEAD . ,n 'during final placement ,Place nprap to its full thickness m one operation.. and make sure eachhl ft is properlye ompacted.lEnslure thatttheface ofthe he f ~ ~ ~ ~
~ i . . . . m . aurPae~E~ -i ~ ~Do not place nprap by dumping through chutes or other methods that cause ' ` ' ° "°T'° ° „'°"`u" _ _ _ _ _ . , _ . _._._...n"_ _ . _ . slope consists of loose, uncompactetl fill 4 to 6 inches deep. Use grooving
1 a"r ` PR~TECTIDN 1 I ~ ~ ~ « ~ « / ~ DI INLET . / ~ I ;segregation of stone sizes Take care not to dislodge the underlying base ~ w ~ i ..u_..,. . ~ . V ..,..,_.w... as described above, to roughen the face ofthe slopes ~ ;..when placing the stones ~ r w .i
,a~ ~ J ~1ES. A. vA~ti~_~ , aoDE - -r- ~ ~ '~ati , « « . « a i~ nP 1I 1 ~ ~ 4500 SP tI ~ I 1 ,
~ F-3o P~ 1578 ~ « / ~ i~ i , n„~ , ~ ~ , q ti, ~ . . _ ` Do not blade or scrape the final slope face a.. * The fimshetl slope should be free of pockets of small stone or clusters of ~ .A._-, ~ w . , . , _ , _ ~
, " ~ _ ~ ~ ~ i ~ ~ . .i ~ I RECORDED DRAINAGE , " euP « , , / r. I j ~ ~ , ti.~....,..._.._._ _ . _.r..~. 1 f i r large stones. Hand placing may be necessary to achieve the proper " _ uts, fillsand graded areasthatwill be mowed
I ATTACH' TO ~ ~ ~ ~ EASEMENT / 1 :distribution of stone sizes to produce a relatively smooth, uniform surface.Make mowed slopes no steeper than 31 N ` ~ i m. _ _ . . . .
1. A« ~ 1 ~ i i INFILTRATIEN TRENCH EXISTIN ~ ~ ua a R3 :;The firnshed grade of the nprap should blend with the surrounding area, No _ . rv..
r ~ ~ . t, - overfall or protrusions of riprap should be apparent _.w ~-w..... ~ ~n.... m~ m _ . ~ _ ~ ~ ~ e Roughen these areas to shallow grooves by normal tilling, disking harrowing, r 4 . ~ ~ _ . _,,,,._.,f
r~ ~ l ` oruse of cultipacker-seeder. Make the final pass of any such tillage ..........w .....w.~....r
e' ~ / Iii implement on the contour. ~ , ~ r _._...._r , r, 4.
~UTPARCEL BUA s , ~ 1, a r . ~
*Make grooves, formetlnby such implements, close together (lesss than y~. ~
/ ~ , ~ i ~ ~ ~ ~ ~ ~ I *.r , ~ ~ 1 10 inches) and not less than 1 inch deep
STORM WATER FLEW <e r°wa~ _~~E~ ass a t~ a ~ ~ / ~ I LINE ~ / ~ . Mulching Materials and Application Rates~~ ~ "Excessive rou hness is undesirabl ~ Y`"` m~......~ U ~
/ ~ ~ ~ - ~ _a_.._, ~ . ..v,. Material Rate /Acre Quality Notes g.,.,..-. a where mowing is planned ~ ~
a o, i Organic ~ ~ ~ ~
TAIL DITCH Mulches I W
d - ~ _ _ ~ ~ r' i~ ry, uric oppe , ~s ou come om w ea or oa s; ~ ~ ~ ~ z W p
` ~ unweatheretl;awoi spread by hand or machine; must ~ z Straw 1-2 tons d weeds be tacked down ~ ~ ~ ~
a~~=~;~.. - i ~ a. r(' ~s y i ~ ,'~v GRASSED AREA ' Treat with 12 Ibs nitrogenlton. ~ cu z
. . . Apply with mulch blower, chip > ~ ~
' 1 ~ I , , y, ~ ~ « 1 ~ Wood handler, or by hand. Not for use in W ~
8 Chips 5-6 tons Air dry fine turf.
~ . y j N i « t Also referred to as wood cellulose.
Wood May be hydroseeded. Do not use
Fiber 0.5-1 ton in hot, dry weather
. ~ - C[7b~ RCiAVRFTA_L ~ ~ . ~ ~ ~ 3 M w ii«` « ~ 4500 SF . « Air dry, shredded Apply with mulch blower, chip
or hammer-milled handler or by hand Do not use
~ o v v « e/ 'Jh~'G Dac1C I ~I'` ~ ~ ~ 1 Bark 35 cyd or chips asphalt tack Corn Cut or shredded in Apply with mulch blower or by ~
stalks 4-6 tons 46 in. lengths gaud. Not for use in fine turf. ~
I ~ .tom \ ,Iw Sericea
~k i 1 o E 1 « A lespetleza W
seed Green or dry; ~
_ 1 ~ ~ ~ 1 I « bearing should contain NfITES~ W
i i~i ~ . - ~ I ~ stems 1-3 tons mature seed. 1, CNNTRACT~R SHAI_t- BE RESP~NSI~LE FER LI~CATING ~
1 ~ 1 , . ~ ~I ~.a._. ,.y....~_._. , _ ALL ~JNDER~RQIINi~ NTILITIES PRIER TE ANY LAND CI
DISTURDINC~ ACTI'r/ITIES. _
MCiFPITT « I ~ ~ DB R-18 PG 177 ~ « « ELEVATINNS ~N i~HE DRAINAGE STRICTURES SHALL ~ ~
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