20120802 Ver 1_401 Application_20120812

L,
20120802
T.E. ALLEN ENGINEERING, P.C.
Post Office Box 103
Rosman, North Carolina 28772
Phone [phone] Firm # C -1997 Fax [phone]
August 21, 2012
SUBJECT: Kneisley Dam, James W. Kneisley Residence, Lot 58 Revised, Cedar Hill
Subdivision, P.O. Box 1266, Cashiers, Jackson County, NC
NC DWQ, 401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Dear DWQ:
Enclosed, please find five (5) copies of the 401/404 application (PCN form). A check
for the application review fee is also enclosed. This project is for a new reinforced
concrete dam on the upper reaches of Rochester Creek, in the Cedar Hill Subdivision,
Cashiers, North Carolina. Rochester Creek is classified as C; Tr:+ from its source to the
Horsepasture River. Due to the topography, there is no opportunity for -an off -line
impoundment on the parcel. The proposed dam is 68 -ft long and will have a hydraylic
height of 8 -ft. The impountment will be 0.08 acre (3,528 Square feet). The
impoundment vol will be approximately 0.32 Acre -Feet. The Owner reports that the
parcel has approximately 900 linear feet of stream frontage. The total disturbed trout
buffer will be 82 linear feet including the dam and impoundment. The impoundment is
for recreational use and improved aquatic habitat. See attached Sketches SK -1 thru SK -7.
By copy of this letter, a trout buffer variance is hereby requested from the NCDENR —
Division of Land Resources (igpplicable). The buffer disturbance is less than ten
percent of the stream frontage. All disturbed areas not to be filled or flooded will be
vegetated pursuant to the seeding schedule in the Erosion and Sediment Control Planning
and Design Manual. Two (2) full size plan sets have been submitted under separate
cover to the NCDENR -DLR Dam Safety Engineer for review. An "exemption letter"
dated July 5, 2005 was previously issued by the NCDENR Dam Safety. If you have any
questions or require any additional information, please do not hesitate to contact me at
(828) 877 -4883 or email teal leneng_kcitcom.net.
Sincerely,
r, G• A V,
Te Allen, P.E.
Consu ting Engineer
D @ j o-
AUG 2 4 2012
PENR .
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Enclosures
Copy Furnish w/ attachment:
401 PERMITTING
Ms. Susan Wilson
NCDENR Division of Water Quality
2090 US Hwy 70
Swannanoa, NC 28778
828 - 296 -4500
NC FISH & WILDLIFE PERMITTING
NC Wildlife Res. Commission
Old Fish Hatchery
Attn: Mr. Dave McHenry
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
USACE 404 PERMITTING
Mr. David Brown
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Ave, Room 208
Asheville, NC 28801 -5006
TROUT BUFFER VARIANCE
Mr. Gray Hauser, Jr., PE
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699 -1612
JACKSON COUNTY PLANNING
Mr. Tony Elders
Land Development Administrator
Jackson County Planning Office
Jackson County Justice /Admin. Center
401 Grindstaff Cove Rd., Suite A -258
Sylva, NC 28779
5 copies of 401/404 PCN Application Form
Check for application review fee
1 copy of 401/404 PCN Application Form
and Sketches SK -1 thru SK -7
1 copy of 401/404 PCN Application Form
and Sketches SK -1 thru SK -7
1 copy of 401/404 PCN Application Form
and Sketches SK -1 thru SK -7
1 copy of 401/404 PCN Application Form
and Sketches SK -1 thru SK -7
1 copy of 401/404 PCN Application Form
and Sketches SK -1 thru SK -7

20 1 2080 2
\o�oF wArF'4pG Office Use Only:
Corps action ID no.
M o < DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation ❑ Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No
2. Project Information
2a. Name of project: KNEISLEY DAM
(See attached sketches SK1 thru SK7)
2b. County: JACKSON
2c. Nearest municipality / town: CASHIERS
2d. Subdivision name: CEDAR HILL SUBDIVISION
2e. NCDOT only, T.I.P. or state N.A.
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: JAMES KNEISLEY
3b. Deed Book and Page No. BOOK 1681 PAGE 606
3c. Responsible Party (for LLC if
applicable):
3d. Street address: P.O. BOX 1266
3e. City, state, zip: CASHIERS, NC 2871'A'7 `
3f. Telephone no.: 828 - 743 -9096
3g. Fax no.: 828 - 421 -7497 AUG
3h. Email address: jwkincnc @hotmail.com
Wedando a A R OuAI
� &anTMfi
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
'4h.
Email address:
5.
AgentlConsultant Information (if applicable)
5a.
Name:
Mr. Terry E. Allen, PE
5b.
Business name
(if applicable):
T.E. ALLEN ENGINEERING, PC
5c.
Street address:
P.O. BOX 103
5d.
City, state, zip:
ROSMAN, NC 28772
5e.
Telephone no.:
828 - 877 -4883
5f.
Fax no.:
828 - 877 -4893
5g.
Email address:
[e-mail]
Page 2 of 11
PCN Form —Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
7582 -32 -1704
1 b. Site coordinates (in decimal degrees):
Latitude: 35.117987 Longitude: - 83.07131
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
4.39 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
ROCHESTER CREEK
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; TROUT
2c.
River basin:
SAVANNAH
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site is situated on a 4.39 Acre parcel in the Cedar Hill Subdivision in Cashiers, NC. The site is wooded and
heavily vegetated. Rochester Creek crosses the parcel from east to west.
3b.
List the total estimated acreage of all existing wetlands on the property:
None within project site.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
900 LF ( + / -)
3d.
Explain the purpose of the proposed project:
To create a small impoundment for private recrational use and aquatic habitat.
3e.
Describe the overall project in detail, including the type of equipment to be used:
Install new reinforced concrete arch dam across the upper reaches of Rochester Creek. The Dam is to be situated
downstream from the base of the existing falls on Rochester Creek. The Dam is to have a Hydraulic Height of 8 -Ft,
Centerline Length 68 -Ft, Impoundment surface area 0.08 acres, and Impoundment vol 0.32 Ac -Ft. The principle spillway
shall be a bottom draw cold water release type suitable for trout waters. Due to the steep topography bordering the the
site, an off -line pond is not feasable. See attached Sketches Sk1 thru SK7. The creek will be temporarily diverted
(piped) around the Dam site to create a dry work area. The length of the temporary diversion culvert will not exceed 149 -
Ft. The construction work will be accomplished by using the smallest equipment capable of safely perform the subgrade
excavation. Equipment shall work from dry work area created by the stream diversion. No equipment will be placed in
the creek. Sould the dry work area need to be dewatered during construction; sedimentation and turbidity will be
controlled by pumping. All dewatering discharge shall have a turbidity of not more than 10 NTUs above background or as
otherwise specified in DWQ's Turbidity Standards (15A NCAC 02B.0211(3.)(k.)). To satisfy the required turbidity limit, the
dewatering pump discharge shall be filtered through a Bag Filtration Unit equal to Model BF -400 from Rain- for -Rent with
a 100 to 1 micron nominal rating (P.O.C. at Rain - for -Rent is Jeremy at 704 - 393 - 3345). The turbidity level of all discharge
shall be monitored with calibrated turbidity meters and the filtration equipment shall be adjusted as necessary to insure
compliance with Water Quality Standards. The water downstream of the work area shall likewise be monitored with
calibrated turbidity meters and the turbidity control measures shall be adjusted as necessary to insure compliance with
Water Quality Standards.
Uncured concrete shall not be allowed to come into direct contact with surface waters. This will be accomplished by
establishing a "dry work area" as described above. "High Early" concrete shall be used in the work to minimize curing
time.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
❑ Yes ❑ No ® Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
El Corps
El No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Concrete Dam
Rochester Creek
® PER
❑ INT
® Corps
® DWQ
g
10
S2 ®P ❑ T
Impoundment
behind Dam (0.08
Rochester Creek
® PER
INT
® Corps
®DWQ
8
72
Acres)
S3 ❑ POT
Temporary Creek
Diversion (Pipe
Rochester Creek
® PER
❑ INT
® Corps
® DWQ
8
149
Around)
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
149
3i. Comments: Impacts are necessary to Construction Dam and Pond.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ®P ❑T
02 ®P ❑T
03 ❑P ❑T
04 ❑ PEI T
4E Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
Rochester Creek
72
10
0.08
P2
5E Total
1 72
10
0.08
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
0.08 Acres
5j. Size of pond watershed (acres):
50 Ac +/-
5k. Method of construction:
Concrete Placement
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required
61 ❑P ❑T
❑Yes
❑ No
B2 []PMT
El Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Work shall be performed during periods of normal flow or low flow. No work shall be performed during high flow or flood
conditions. No work shall be performed when unusually severe weather is forecasted. The work area shall be secured and
protected from scour and erosion when high flow and severe weather is forecasted.
Work shall be performed in- the -dry to the extent practicable. Sand bags shall be used as a coffer dam for the temporary creek
diversion (pipe around) to create a dry work area for the Dam construction. No equipment shall be placed in the creek water.
A dry work area will be created to comply with Water Quality Standards.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
To minimize disturbance during construction, the work will be accomplished with the smallest mechanical equipment
practicable, and equipment will be located in the dry work area after the creek has been diverted. No equipment shall be
located in the creek water. Sand bags and turbidity curtains will be used around the work area. The upland disposal area for
the excavated materials from the footer excavation have no return water and there will be no wetlands impacted.
Concrete placement will be accomplished "in the dry" by installing a sand bag coffer dam around the proposed work area.
The dewatering discharge will be filtered to DWQ Water Quality Standards prior to release.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 7 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Should project exceed 10% or 1 00' in 1000', a trout buffer waiver will be sought from NCDENR - Div of Land
Resources
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ® No
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ® No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
FEI es ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA Firm Map
James W. Kneisley
Applicant/Agent's Printed Name
..
AM 1A
8 -21 -2012
Date
Applicant/Agent's i ture
(Agent's signs a is valid only if an authorization letter fro the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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T.E. ALLEN ENGINEERING PC
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James W. Kneisley Residence
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Lot 58 Revised
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Cedar Hill Subdivision
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Cashiers, NC 28717
FIX m
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. I Trash Guard required over top of Outer Riser Pipe
(not shown for clarity)
Top of Abutment Elev 3434.5r ......... --
I I
Upper Weir ® 3433 ............................ - -i .........................
Lower Weir ®3432- • ,,.j --- -� - - -- --
C 3
T T � ;• � vt�
18" Gate Valve (C.I. Body)
at discharge end of
Principle Spillway Pipe
ADEKA ULTRA SEAL P -201 ---'
PUTTY (1- 800 - 999 -3959) OR
APPROVED EQUAL AROUND
P.V.C. PIPE AT ANTI -SEEP
COLLAR. PLACE IN
ACCORDANCE WITH
MANUFACTURER'S
INSTRUCTIONS. PLACE
CONCRETE IN A MANNER WHICH
DOES NOT DAMAGE OR
DISPLACE PUTTY.
Dia Riser Pipe
60" Dia Outer Pipe
-� -- - - -- Normal Pool Elevation 3432
COLD WATER INTAKE REQUIRED
o�
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i i i r
rat
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L l V L C.L L 4kC L h L •, t. L
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#4 restraint hoops
® 5" O.C.
18'
Concrete Anti - floatation Collar
18" Gate Valve (C.I. Body)
Bottom Drain Valve
FOOTER AT LOWER WEIR
SECTION AND BENEATH RISER
& BARREL SHALL BE 16"
THICK.
PRINCIPLE SPILLWAY - LONGITUDINAL SECTION
Not to Scale
Trash Guard required over top of Outer Riser Pipe
(not shown for clarity)
#5 Transverse bars ® 24" O.C. - - -�_ -
(double top mat)
4 #5 Longitudinal bars (double
top mat), parallel to barrel'
pipe
\J
Concrete Anti- floatation Collar
#4 restraint hoops
® 5" O.C.
rn
7;�
M
- X -- Normal Pool Elevation 3432
\ / COLD WATER INTAKE REQUIRED
v TOP OF Awn- RDATATION COUAR
.....................
,-..+ M
TOP OF FOaTER I
See Sheet C -3 for Footer I I
requirements I-8,�1
FOOTER AT LOWER WEIR
SECTION AND BENEATH
#4 restraint hoops ® 5" O.C. Rock Pinning required, but RISER & BARREL SHALL
not shown for clarity BE 16" THICK.
PRIN[:IPI F CPII I WAY — TRANIC\ /FRCP- cP-rTlOKI
Not to Scale
SEE FULL SIZE PLAN SHEETS C -1 & C -2 FOR
ADDITIONAL REQUIREMENTS.
p
KNEISLEY DAM
James W. Kneisley Residence
T.E. ALLEN ENGINEERING PC
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Lot 58 Revised
103
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Cedar Hill Subdivision
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Cashiers, INC 28717
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#4 Bars
12" O.C. each
way,
compression
face steel
X
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,off
REINFORCED CONCRETE DAM
2 -1/2" CL
Wall Reinforcing, Tension Face, See Table W1
Horizontal Wall Reinforcing, Tension Face, See Table W1
Vertical Dowel Bar, size and spacing to match Tension Face Vertical
Wall Bar, See Table Wt. Lap Splice to be 60 bar diameters.
2"x6" Keyway
)9"x6" PVC Waterstop, continuous.
Rock Pins to have 6" Top Hook
All footers shall bear on satisfactory & stable rock subgrade having
a minimum bearing capacity of 6,500 PSF
' Cut —Off Key required into subgrade rock, 2 —FT minimum depth
L-1 below bottom —of— footer. #5 Vertical Keyway Dowel Bar ® 12" O.C.
& #5 bottom bar continuous.
B
Three (3) Rows of #8 Epoxy Coated rebor rock pins embedded 5 —Ft
into sound subgrade rock and secured in place with Simpson SET /ET
Epoxy or equal. Pin spacing to be 24" on center each row,
11.1 LU
staggered spacing between rows.
REINFORCED CONCRETE DAM DETAIL
Not to Scale
SEE FULL SIZE PLAN SHEETS C -1 & C -2 FOR
ADDITIONAL REQUIREMENTS.
ri
KNEISLEY DAM
James W. Kneisley Residence
Lot 58 Revised
Hill Subdivision
Cashiers, NC 28717
T.E. ALLEN ENGINEERING PC
103
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