NCC240168_Site Plan or Location Map_20240209

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LAT: 35.315908 ELIMINARY, NOT
LON: -82.654691 ,Z. FOR CONSTRUCTION.
OWNERSHIP INFORMATION:
3 NARRATIVE: This Plan is for the construction of an RV Campground
o C yr along Boylston Creek in rural Transylvania County, NC. The Water
o �. P .;1 Lime Kiln Lane, LLC
Quality Classification for Boylston Creek is "C". The Stream Set-Back
865 Dakota Drive shown on this plan is conservative. The new work will include
i A <')P Auburn, AL 36832-6101 installation of a new 4,800 GPD On-Site Wastewater System with
t �, \ pretreatment, and Subsurface Drip Irrigation. The RV Sites and Roads
O h TURN-OUT FOR TEMPORARY RV PARKING DURING Sosld: 2446452 located within the 100-year flood hazard zone shall be constructed
F <,d CHECK-IN. (18-FT WIDE x 60-FT LONG) EXISTING CMP CULVERT, DESIGNED BY OTHERS Registered Agent: Merrell, Jennifer "on-grade" so as not to impact the flood area. The contours shown
BEFORE YOU DIG! are the final contours. The bottom of electrical panels & electrical
CALL 811 recepts at RV Sites located within the 100 year flood zone shall be
Brian Caruthers
N.C. ONE-CALL CENTER e elevated 2-FT above the Base Flood elevation (BFE).
2325 Highway 54
IT'S THE LAW! ,�� WIDEN AND IMPROVE ENTRANCE DRIVEWAY, 20-FT MIN Moreland GA 30259-2804 E o
.0 WIDTH, 13-6" CLEAR UNOBSTRUCTED VERT CLEARANCE
Location Map FUTURE OFFICE BUILDING. STRUCTURE // Matthew Poirier EROSION CONTROL NOTES(These Notes and Requirements shall apply to 0
NOT TO SCALE FOUNDATION TO BE 8x8 PT TIMBER PILINGS IN Cl165 Dakota Drive all Plan Sheets.). _E o
ACCORDANCE WITH NC BUILDING CODE FLOOD C1 NEW 24" DIA CULVERT, CLASS V RCP Auburn AL 36832-6101 = L O
ZONE CONSTRUCTION STANDARDS. THE 1.0 CODES. All work shall be in accordance with the North Carolina J °O.-m`v
GIRDER SUPPORTING THE LOWEST HABITABLE _ Building Code, North Carolina Sedimentation Pollution Control Act as N e`ems
FLOOR SHALL BE 2-FT ABOVE THE BASE / amended, North Carolina General Statutes Chapter 113A Article 4, North 5 ..o an 3
II BFE: 2209-2212 o io o n
FLOOR ELEVATION (BFE),IDESIGNED BY •' ..-fil , ♦ Carolina Administrative Code Title ies, Chapter NCDOT Standard r . ''9 N if,
OTHERS. Set Electrical above Elevation 2213 ,.�o eo._N
OTHERS. ADA ACCESSIBLE RAMP REQUIRED. r � \ / Specifications for Roads & Structures, OSHA Safety&Health ' a 2
Requirements, Buncombe County Stormwater Requirements, and all other °a o'v 3;
/ %��'' ,���///���.R ZONE 1; WASTEWATER SUB-SURFACE DRIP IRRIGATION. applicable codes, ordinances, regulations, and requirements. The a ''0 Y o°`M
�'u1 � � / HAND INSTALLATION USING BLADE TOOL ONLY. Contractor shall obtain all required permits prior to beginning work. Y N a o
RV SITE, TYPICAL. ON-GRADE / 4. /// - �_I 3 The Contractor shall field verify all dimensions and elevations prior to ° co o E v>
CONSTRUCTION. NO FILL SHALL ,,,,..1'
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/ ,� `,• O/Q beginning work o ordering materials.
E PLACED IN THE FLOOD ZONE.
SEE RV SITE DETAILS ON SHEET � /•j Q� ���y"/� \ � 2.0 CONDITIONS FOR USE OF THIS PLAN.
� �� 2.1 As a result of this design, a number of observations have been
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� ZONE 2; WASTEWATER SUB-SURFACE DRIP IRRIGATION. made and recommendations provided, including plan(s), details and
''� HAND INSTALLATION USING BLADE TOOL ONLY. specifications. It should be noted that the plan(s), detail and
/s �• specifications provided herein are based on information provided as of N
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�wf � this writing. It is conceivable that additional information may be U
/ ^:• j forthcoming which bears on these details and specifications. The IZ co
1'"= •• 8O ZONE 3: WASTEWATER SUB-SURFACE DRIP IRRIGATION. right is reserved, therefore, to review and modifyall observations, N
BOYLSTON CREEK; t::Q /''• J .29• g
.� `•• ,PP HAND INSTALLATION USING BLADE TOOL ONLY. conclusions, details and specifications at any future point in time a
AU Number: 6-52-(0.5) ' � "�� Oy U' z
Overall IR Cat.:3c ';'� `-,.-� • •�,-�y% �?%�;'" ' should, in fact, additional information become available.
Classification: C •%: �% Wes' Px1' PP __` Z o
�' " '' ' /'- -' �{4�"iiri :'"--_' CLEARING &GRUBBING IS NOT PERMITTED FOR 2.2 Limitation of Liability. All other work that may be required, but Z Q
��iii: x i PG�. (�,_N/ INSTALLATION OF THE DRIP TUBING. not shown herein, shall be designed by the Contractor. By accepting c.,
ON-SITE WASTEWATER TREATMENT PLANT, *.Q' lOt - - /\-� , \�S - this engineering document the Owner, Contractor and any others to W =
Q� •" �//�` > �J,�--"" ,�„ whom it is distributed, agree to a strict limitation of liabilityfor TerryW ce
LOCATED OUTSIDE 100-YR FLOOD HAZARD AREA �' �'• ;'/l; �' `r '`�"' '" g
___ E. Allen PE, T.E. ALLEN ENGINEERING, P.C., and its employees to an '"1 o co o i
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�� ;�� `., �'C;,;;r4 -%�� "" ---` amount not to exceed $25,000.00 or one-half the total amount of - -
SEE SHEETS D-1, D-2, D-3. ;/ •� "-_-__-_ (, -/ U` x z l �_
'..;.• %l c' ,b _;,,,;,f';,;,:', � �/ 9 paid invoices, whichever is less.
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MAIN ELECTRICAL SERVICE FOR RV PARK, SEE n o /- j/� __-- -�� 2.3 Indemnification. The Owner and the Contractor shall indemnify W O p °o '� E
-' - and hold harmless T.E. Allen Engineering, PC hereinafter the • rL o
SHEET E-1. MOUNT ELECTRICAL PANELS AND ti ••..`;:%. 9 9• ( • m o�
METERING EQUIPMENT ON COVERED RACK. Z �>Yi ,./, "" 'Engineer), and its officers, agents, employees and assigns, to the
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LOCATE OUTSIDE 100 YR FLOOD HAZARD AREA. � l , , ,,, liii 7/ fullest extent permitted b law, for an loss, cost expenses or
' %'if ''' damages incurred b the Engineer as a result of the Owner's and/or W
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Contractor's breach of this Agreement or for an act or omission ji m
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i' - caused solely b the negligence rote of the Owner and/or Contractor, its
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WASTEWATER RIN R P MP STATION, AT �
GRINDER U S 0 LOCATED employees and its other consultants and subcontractors. This Q
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1 YR F HAZARD AREA. • �'OUTSIDE 00 FLOOD Z D E SEE / requirement to indemnifyand hold harmless shall include compensation,
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SHEETS D 9 D 10 D 11. 1
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\� S<� for the Engineer's reasonable attorne's fees.
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':' •� 3.0 ENVIRONMENTAL PERMITTING. The Owner Developer and the zo
U%% r h II in II r r I rmi r n1rl' { - Contracto s a obta' a e ui ed re u ator e 'ts rio to be i 9 regulatory P P beginning
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C2 NEW CULVERT 60" DIA .4'• �G'��:� � _� T
' ��� - 4.0 Erosion Control. All work shall be in accordance with the approved
A V RCP, 14 F
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CLASS C 8 L -
- Erosion &Sedimentation Plan and Permit. The Contractor shall furnish
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BURYBOTTOM-OF-PIPE -
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�'';;;;;!%� �� III;,, ����� � f I�„ ' - - and install all required erosion and sediment control devices as
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1 FT BELOW CREEK BOTTOM 'ii; iii ..... . _, :,. •, ,,,, "„,III � ,� `�` `;1'•`.``:•:.1
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necessar to prevent off site sedimentation and to prevent an increase
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rf The f surface shall n• -- surface water turbidity. e turbidity o su ace water s a of
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exceed background reconstruction levels of on time Burin
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� - - development. Erosion control features shall be installed prior to 00
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HATCH AREAS REQUIRE VEGETATIVE STABILIZATION.O beginning land disturbing activities. All erosion control features shall CO
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G.S. 113A 57.3 -
! remain in lace until permanent round cover is established. All erosion
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TYPICAL ALLAR A TW N Q C L E S BE BETWEEN AND _ OO
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- - control measures shall be inspected and maintained on a routine basis.
AROUIND SITES AND ELSEWHERE ___ - -
r - All it fence, h k h culverts
= silt e ce stone check dams ditches, cu e is and sediment traps-- P
_ _ shall An I shall
s a be maintained. accumulated sediments s a be removed as
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needed to prevent off site sedimentation and/or increased turbidity of
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- _ - - surface waters. All erosion control features shall be constructed in
-- - - - - = accordance with Buncombe Count and NCDE -DLR requirements.
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BOYLSTON CREEK `•. `. 1>; ) - ;�t •,•l`•`,1t __ __ __-:-__--- _ _
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AU Number. 6 52 0.5 ,\ ,�. ..; � - • ,-,•, ,.-.,- "--- '" --" - _ -- 5.0 LAND SURVEY. All to o ra hit and boundary information shown on - .1 O
Overall IR Cat..3c1 • . .: ,,, - -..• ,• �,,, ,.�• � ._ ___ - _ _ _ this Plan was provided b PETIT LAND SURVEYING PLLC Rosman NC.
rn� � 1 -Classification: C •� - ,••, •, ,•--- -------- -----__-.-_-- -.. .•.•, •••• � .� � �� � ��� L --- - -- - - - This Plon shall not be considered or used as an official Land Survey.'Nov .('Jr�UlI ', --'' ,•i' '^• •,%•,•, /-ii'.--.-__._-_____[ _;-,-: --;' -� ',�►; ' -- - I- -- - - - Do not rel on this Plan for boundar information. See Land Survey for I
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r ';;,;,•,;,�,,;, •• „%:;;,;,-,. �,,„, -__ _______ __ _ _ all survey data. �
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_.. ,,,,,,,,,,,,, ".>.,___________ _- ,••, „ ,,, =r-==- - 17.0 Contact Information: 6.0 All disturbed areas on this site shall cam with 7-do
\ , @I ,, „•, •„, •;; ,_.___ •,^,, --- stabilizatio r NCG0100000; ncludin but not limited to;
'�, \ . . ... y? ,, ,, •,,, --__ -_ -=c - - - --- Matthew Poirier/Brian Caruthers Pe 9j,y
.....•. - ,,,, „"-- =_; .jll- - Lime Kiln Lane LLC • conveyances �/
":..... ` , , , 'd ?i/:;Ss',',';/�,• __ basins
.♦ ♦ ,,,,,,,, ---_ - --_ Pis Lime Kiln Lane oars
:vi:• ,,,, ,,,,,,, ;,, , ,•,;, ;,;; '�%-';' ..______. �' i__�:-},ii,,i:;' '.�' ____ . graded areasf
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7.0 All sediment traps shall be skimmer basins. I--I
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_ - - 9.0 The RV Sites and Roads located within the 100 ear flood area shall ,^
k` - 18.0 General fertilizer rates are not allowed use soil 4--r
FUTURE R TR M BUILDING. �`A<.-_ - - - - �1 ES 00 BU LD G -
�� „ s : r ------_-----' _ ., b constructed on- of e h
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N Y TH R F • - ------' •` - tests to determine fertilizer application rates. grade impact rp;'� ucte to the flood a The -� I�
DESIGNED B 0 E 5 � �\ ,,, ,,,,, ,,, �\_-_____-___._ _-'-___.:=_= %% ..... ........:. ..:.. . �, P PP generic F-I
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p._ _-------_---___-__---_ -" '.'� rates only to be used if soil test cannot be performed contours rshown are the final acontours. The bottom of elect area.
panels I--I �
ti �,", /� _ -- --_ =c==-=c--- - & electrical recepts at RV Sites located within the 100 year flood zone
q - --- ,_:___--- -" - ^ O provide verification that soil test could not be performed. P Y
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'." '� % - shall elevated -FT v h Flood F- - - s a be e e ated 2 above the Base ood B E.
TRASH DUMPSTER '.3 ,�l• ,,,, ,• '• \ _ _. „_ ;,;;'' '',,,;%;;,";; ��^a0 of n n w A :4••. f'''�'--_ ___ ______ __ _ -�- "-- Co 19.0 No fertilizer use within riparian buffers allowed
10.0 Any borrow or waste must come from or go to a permitted site---- 20.0 No asphalt tacking use when mulching. owner shallprovide(and show onplan) waste or fillsite
IDUMP STATION (FUTURE) •• ,•,`•• ':`'�A `�;�-_ / ------- "------'-- -"
�S �.___________ - _______________ _____''�,; `,,;h'I permit number.
•`.` • `� . -_�__-- __________ .___ ___,.-;,,,.-, and s h kinor facility. ro� e an Ian
fit, K ,ii _ _- 21.0 There re no local etarmwater jurisdictional eaairements �
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•�•.rS -" for this site., ,-�`.,- __ ,-_.__ - -- ---- -- 11.0 Provide double row of wire backed silt fence or Chain Link Super
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... �`\,T;-; �, ' -'�---_--------_-,__ -c^----••-•,-,.-:;_:' Silt Fence between construction activities and receiving streams,
22.0 The main CMP Driveway Culvert in Boylston Creek is sensitive utilities, or other areas of concern.
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-- - -_ j,=''~,--;':,;';!,;;;, - existing and was sized and designed by others.
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\:--`---- - 12.0 Provide riprap lined stabilized outlets as shown for all Temporary
_<,_ ,."; _ ' • %'"%';;; ' 23.0 Erosion Control Notes Continued on Sheet C-2. Sediment Traps(Skimmer Basins).
b��•' 6'4,W N', iirr• 76.4g1 72003 ' 24.0 NO NET FILL WITHIN THE FLOOD HAZARD AREA. 13.0 Provide check dams in conveyances to allow for vegetation growth,
S 11300� 21 46„w, '�' see locations on plan.
.DO' 24.1 All work within the 100 year Flood Hazard Are must be
performed on-grade. That is,the road and RV sites must 140 Temporary Construction Entrance shall hove waterbar with
be excavated to the depth specified to install the compacted
stonefill, and the finish grade must match the original stabilized outlet. See Detail 1/C-4.
existing grade elevations. There can be no "net fill"in the
DSO, ,' 100-yeor Flood Hozard Area. 15.0 Temporary Sediment Trap (Skimmer Basin) Decommissioning; at
'% ',/,' the conclusion of all ground disturbing activities, and after the site is
24.2 Excavate the RV Sites and the Road Bed to the depth stabilized, remove all existingsed traps/basins and footprint to
' ' organic, unsatisfactory and/or dss regradeprin
00, '(y ;%!;;%i„j'� 2-h table to removeall y n /er match existing adjacent contours, and seed/mulch & stabilize.
necessary
material, to a minimum of 1-FT whichever is Issue Date:
v greater. Satisfactory subgrade shall have a min bearing
•,;%cQ S ` capacity of 2000 PSF. Cover subgrade with Miraafi 500X 16.0 Provide surface prep for wire backed double row silt in accordanceIII 06-08-2023
geotextile fabrc. Over-excavated areas shall be backfilled with with detail 6/C-3.
#57 clean stone. Place 12-inch thick Base Course of NCDOT
O NEW SITE PLAN Aggregate Bose Course(ABC)in 6-inch lifts and compact to /'�
100%of the materials maximum dry density. REVISIONS / 1
C- SCALE: 1" = 80' MARK DATE DESCRIPTION \�../ 1
©Copyright 2023,T.E.ALLEN ENGINEERING PC. All Rights Reserved Worldwide. DO NOT SCALE DRAWING , `...SHEET 1 OF X,)