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HomeMy WebLinkAbout20200081 Ver 1_Shoreline Stabilization_20200114a (hoc UUU6 f State of North Carolina Department of Environment and Natural Resources Division of Water Resources ll'uto Rc° of 15A NCAC 02H .0500 —Water Quality Certification, Shoreline Stabilization f� --�- - FORM: SSGP02-2017 40 Shoreline Stabilization Application Form 7 0 Three copies of the application (including attachments) and the application fee should be sent to: If sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.) Karen Higgins Karen Higgins DWR-401 & Buffer Permitting Branch DWR-401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699-1617 Raleigh, NC 27604 A. Applicant Information [15A NCAC 02H .0502(al] _b[AA- 1. Owner Information CAC, ! i I"14't Name: W I It 5�,,jeV(� Mailing Address: _ Yi��Yi4, ne LQnp, Sh a r r'i I lc:7 WwA . N C, ?,8673 Telephone Number: 7CA-3(n3' 728I Fax Number: E-mail Address: \ t\Uk"Cl Q �+DiVegl 1AC_.coYn 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signed this application form. (A form can be downloaded here: http://www saw usace army mil/Portals/59/dots/regulatory/regdocs/Permits/SAMPLE AGENT ALITHORIZ Name: ni)u ` Company Affiliation: 11A11i Mailing Address: ha Telephone Number: - Fax Number: E-mail Address: rAnvl✓1CtQvtCliSie✓�O< B. Project Information [15A NCAC 02H .0502(a) & (b)] 1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram provided at the end of this application form. r)C_ FORM: SSGP 02-2017 Page 1 of 3 • r w r 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc.) 4. Location of the property (where work is to be conducted) N J County: OQ+aNba Nearest Town: nhnr6l�S 17;r Lake/ river/ ocean adjacent to property: Norma, Property size (acres): • I In ULCY'PFj Subdivision name or site address (include phase/lot number): C re5(po4- 1 a + _1 rn r *17 Directions to site - please include road names and numbers, landmar , etc.: K�Snto•�toZ�oaesralevCan T�•ro arty%sontrtie r^ijpit �ea,-&7 La ' ude (in decimal degrees)y�Ato1?&4 Longitude (decimal degreesLF 5. Describe the existing land use or cogAtion of the site at the time of this application (residential, undeveloped, etc.): 1` =iden+ia 1 6. Describe proposed work (include avoided, or why it is necessary): 7. Will work be conducted from land? ❑ as to how hardening of shoreline has been From water? 8. Total amount of impacts below the normal pool lake level / Normal Water Level Zft73 ncluding all excavation, backfill, rip rap, retaining walls, etc.) in square feet: Temporary impacts in square feet: 9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet land -ward Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet: N ol? Temporary impacts (temporary clearing. construction corridor) in square feet: '- None, - 10. Please describe the vegetation above the normal pool lake level/,No/rmal Water Level and 50 feet landward to be impacted (number of trees, for instance): A104e 11. Signature �pp / Owner/Agent's gna ure* [1Y NCAC 02H .0502(f)) Date 'Agent's signature is valid only if an authorization letter from the owner is provided. FORM: SSGP 02-2017 Page 2 of 4 �. � ' • u A t ! ._. � ' � � .. ... ,. � A _ .. • t �Z. .4 r ^ e L _. _^f. '' ' _a • •4 .. .. fix^ �� � � o � r: � � � •n ¢.. •,� a 4 e a .. � A .r • _ i � . +a ^ . � a .B• � tt ♦ =1 6 �a 5•_a. L LO.. w ., + r �^If ^ . r;a A .4 ' - a � > 'r w , . . . • `} + .. s. ' •- a� a L I _ 12. Please approximately sketch the following information on this plan and provide dimensions for each item: a. All proposed vegetation clearing b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation d. Location of any proposed structures such as buildings, retaining walls, docks, etc. e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation Lake (At Full Pond/ Normal Water Level) {\� �0-Dc`�5 Full Pond/ Normal Water Level Shoreline Plan View FORM: SSGP 02-2017 Lake iN 1u° Np1"w mu,r `Fi Existing Dock / xft.1fi ►���wi����� ! MIA h.r Mr Plan View Page 3 of 4 a, v J LakjLevel) KFul]Pond/ NormCc N `o EA C Side View ILL- 3 ft. below full pond water level 4 ft. above full pond water level 2 ft. additional clearing 'if necessary Existing bank 10 ft. bank Side Vi AMPLE FORM: SSGP 02-2017 Page 4 of 4 CATAWBA RIPARIAN BUFFER NOTIFICATION FORM Project Name/address: V 1 I I I Owner; Contractor/agent: Print The approval is for the purpose and design described in your application. Impacts not indicated in the application is a violation of the Buffer Rule. Site specific work should be provided in the application. [15A NCAC 02H .0506 and 15A NCAC 02B .0243(8)] Trees are not allowed to be removed from Zone 1 of the Buffer (within 30 ft of the full pond elevation), unless approved. Exception, those trees that are severely undermined along the immediate shoreline can be removed. Minimal shaping and sloping along the Immediate shoreline is allowed. [15A NCAC 02B .0243(6)] Benching, grading in the buffer is not allowed. Excessive disturbance of ground cover. 115A NCAC 02B .0243 (6)] Beaches, impervious patios, impervious walkways, ate. are not allowed in the buffer unless specifically approved by the Division. There are limitation on size for decks, [SSA NCAC 02B .0243(4) and (6)] Work to be conducted from land must indicate an access and indicate any trees that are to be removed. The work corridor should be described. The approved access corridor shall be restored, Staging, spoil, construction material must be outside the buffer. [15A NCAC 02H .0502 and 15A NCAC 02B .0243 (4), (6), (8)] Stormwater cannot be piped or channeled for direct discharge to the lake. All constructed stormwater discharges must be at the natural elevation and discharged prior to entering the buffer directed as diffuse or sheet flow at non -erosive velocities to the lake. [15A NCAC 02B .0243(5), (6)] Acknowledgement of Notification I, ) I 1l� `Iy e-1 hereby state that I have been informed of the Catawba Riparian Buffer Rule. Arly work con ud� ed in the buffer, not specifically stated in the application and approved by the Division of Water Resources (DWR), is a violation and subject to enforcement. Due diligence will be taken such that the construction will be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plan(s) and specification(s), and other supporting materials. Signature (owner): ��� �� wn� u Date; _ZZ_� 7:42 4 ? /�C 3833 Dock Side Ln Willis Spivey 14 mi 6 Geoati catawba6 OV NO Milk. �county nformatial Services Real Estate Search OAK 11 " 1 in=100ft w + E s Parcel: 460715540524, 3833 DOCKSIDE LN SHERRILLS FORD, 28673 Owners: SPIVEY WILLIE, SPIVEY RENEE Owner Address: 3833 DOCK SIDE LN Values - Building(s): $585,000, Land: $146,900, Total: $731,900 This map/report product was prepared from the Catawba County, INC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report. Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and personnel, disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2014 Catawba County NC 09/27/2019 0catawba county Geospatial Real Estate Search 'WI uuunnr ■�xc. re, x. InformationServices " 1 in=100ft w + E s Parcel: 460715540524, 3833 DOCKSIDE LN SHERRILLS FORD, 28673 Owners: SPIVEY WILLIE, SPIVEY RENEE Owner Address: 3833 DOCK SIDE LN Values - Building(s): $585,000, Land: $146,900, Total: $731,900 This map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report. Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and personnel, disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2014 Catawba County NC 09/27/2019 Duke Energy Lake Services Guidance for Completing an Excavation Permit Application Step 1: Contact Duke Energy Lake Services Complete "Part I" of the application and contact Duke Energy Lake Services to schedule a site visit. Lake Services will conduct a site visit to determine if Duke Energy will accept an excavation permit application for the proposed work. If the Lake Services representative determines the application process may proceed, he/she will initial Part I of the application. Step 2: Draft Application Development Complete Parts II-III.A-G and Part V of the Excavation Permit Application. Note: If you are proposing excavation in association with the permitting of a facility under the Marina or Conveyance Programs, you do not need to complete this application. Instead, you should incorporate the excavation request into the permit application for the marina/conveyance using the appropriate application forms. Step 3: Agency Consultation Send the draft application developed during Step 2 to the agencies for review and comment on the proposed activity. Refer to the Agency / Organization List available from Duke Energy to determine which federal, state, regional, and local agencies and organizations require consultation or review. Note: Duke Energy reserves the right to require consultation with additional organizations beyond those included in the Agency / Organization List. Each agency / organization must be provided at least 30 days prior notification. Evidence must be provided (e.g., response letter or Certified Mail receipt) in the complete application to show each agency / organization was given the opportunity to review the proposal. Consultation letters must be dated within the two years preceding Duke Energy's receipt of the application. All permits must be valid at time of application and have a term longer than the projected schedule for completing the permitted project. What to Expect During Agency Review and Comment: • You will typically receive a letter from each agency / organization either documenting its concurrence with your proposal, requiring additional information, recommending modifications, or offering no comment. You must address each agency's / organization's comments with a follow-up letter and in your final application as described in part IV. • If you do not receive any documentation from an agency / organization within 30 days of its receipt of your proposal, you must provide the agency / organization with a follow-up letter requesting comment on your proposal within 15 days from the date of the follow-up letter. If you still do not receive any response as a result of the second letter, type "NO RESPONSE" at the top of the follow-up letter and include it in the application along with proof of the agency's / organization's receipt of the letter (e.g., Certified Mail receipt). You may proceed Duke Energy Page 1 of 14 rev 6/20/17 Excavation Program. with the application process recognizing, however, that if its comments come later in the application process, you will be required to address them. • From the United States Army Corps of Engineers (Corps): (* * Note — The Corps may have additional forms to submit for your proposal and an additional fee.) If the excavation can be done under the requirements of the General Permit (GP) or a Nationwide Permit (NWP), you will typically receive a copy of the Corps' tear sheet documenting authorization and providing any additional instructions. If the excavation isn't covered under the GP or a NWP, you'll be required to obtain an individual 404 Dredge and Fill permit from the Corps. You must receive written documentation from the Corps that your application either (1) meets the requirements of the GP or a NWP or (2) the proper 404 Dredge and Fill permit has been received before Duke Energy can process your application. From the North Carolina Department of Environmental Quality (NCDEQ), Division of Water Resources: (Note NCDEQ may have additional forms to submit for your proposal and an additional fee) If the proposal meets the requirements of the Clean Water Act Sect. 401 Water Quality Certification, you will typically receive a letter from the NCDEQ Division of Water Resources documenting Sect. 401 Certification and providing any additional instructions. You may also receive a letter requiring additional information or recommending modifications. You must receive written documentation from NCDEQ noting any required Sect. 401 Certification has been received before Duke Energy can process your application. • From the North Carolina Wildlife Resources Commission (NCWRC): If you do not receive any documentation from the NCWRC within 30 days of their receipt of your application, you may proceed with the application process without submitting a follow-up request, recognizing however if comments come in later in the application process, you will be required to address them. • From the South Carolina Department of Health and Environmental Control (SCDHEC): (Note — SCDHEC may have additional forms to submit for your proposal and an additional fee) The SCDHEC conducts a joint application process with the USACOE in S.C. If the proposal meets any applicable requirements of the Clean Water Act Sect. 401 Water Quality Certification, you will typically receive a letter from SCDHEC documenting Sect. 401 Certification and providing any additional instructions. You may also receive a letter from USACOE requiring additional information for the agencies participating in the joint application process. You must receive written documentation from SCDHEC noting Sect. 401 Certification has been received if required before Duke Energy can process your application. • From the South Carolina Institute of Archaeology and Anthropology (SCIAA): The applicant must wait 30 days after receiving the signed postal returned receipt. If a response from SCIAA has not been received by this time you may proceed with the application process without submitting a follow-up request, recognizing however if comments come in later in the application review process, you will also be required to address them. Step 4: Final Application & Submittal to Duke Energy Duke Energy Page 2 of 14 Excavation Program. rev 6/20/17 Following the consultation process, finalize the application. The final application submitted to Duke Energy should incorporate all comments and recommendations provided by agencies and organizations during the agency consultation process as well as copies of all permits received. In addition to the final application include the following: • One check payable to Duke Energy for the application fee and security deposit • If applicable, a separate check payable to the appropriate Habitat Enhancement Program fund • Signed Excavation Program Applicant's Agreement Note: Co -applicants must also submit the application fees and HEP fees, if applicable, with the application. Duke Energy Page 3 of 14 rev 6/20/17 Excavation Program. Duke Enerey Excavation Permit Application Form Duke File No. Application Fee S Security Deposit $ Check # Date Recv'd Initials Date of Duke Energy Lake Services, applicant and/or contractor on -site inspections Date 1 1 Initials_ Date Final Protection/Avoidance Area Markings Field - Verified Approved to Start Work By (Prim) Date Completion Required Date of Any Approved Extension Date Passed Closeout Inspection* Initials Initials Date NO) _ Initials Any Stop Work Orders or SMG Violations'? (check one) Oyes ONo (If Yes, explain in PART V) Date Deposit Refunded Initials Date Permit Database Updated Initials * Forward copy of approved application (all pages, plus any attachments that Duke Energy changed) back to applicant with Approval Letter and highlight any changes. File copies of Approval and Close-out Checklists and any Stop Work Part I. Applicant Information (Please Print) Name WsXV1s end VetV Telephone iM4-3(n3- %2RI Email address: W 11115 _ SDi V eel 1 a'1C.. CIAm Mailing Address (if different) Contractor Company Contractor Contact Person ► ]onna ? 4V-160 Telephone (24-(o2R-(O Contractor Email Address: LAKE LOT INFORMATION Lae r ounty0Ai4WhQ Cityi StateWCTM p No4I IW4O5Z4 SubdivisiotfeStf4 Laved+ Lot / Section No. Lot Size -Acres r1mbey- Corp. Duke Energy Page 4 of 14 rev 620/17 Excavation Program. Duke Energv Excavation Permit Application Form Part II. (Continues!) B. Protection / Avoidance Area Description Complete the following table including all land areas within and immediately adjoining the disturbed area: Protection/Avoidance Areas Approx Identification Metbod M Avoid (A) or Mideate Acre Field ID Work Area Dw . ID 11MILM check all that apply) a. Marshland, swamp, ponds, beneficial aquatic vegetation or other potential wetlands r /� / v (circle all that apply) wf b. Buffer Zones (specify width & source ofrequirement) - Zreaeje rrloJer; 0.15 W; I I b e. reMCrVed W1+11 )o rlea exavajor^Fi a14 �✓1+ZD h P-r bar e5. 7� e5 i I be � ls1 po d ic �itri W 11l be ►,ded onto tMC.4S5 Itr4n5POr` C d)5posal 51 !e l5 - _ c. Environmental Areas as identified by Duke Energy /� d. Natural Areas as identified by Duke Energy ^ r /A / V e. Historic properties (spec) /V Duke Energy Page S of 9 rev 216/17 Excavation Program Duke Enerev Excavation Permit Application Form E Rare or threatened species (spec) N/A g. Buried gas, water, sewer, communications or electric lines (circle) / qVr I/� b. Impact Minimization Zones as identified by Duke Energy / I. Other areas requiring specific avoidance, protection or mitigation (specify) r A' A * For "Field ID" column, specify entity or person that performed the identification and how it was physically marked (e.g. Duke Energy (John Doe)/Pink and purple -dotted tape, Corps of Eng. (John Smith)/ yellow flagging). For "Work Area Dwg ID" column, show the symbol that is used on the drawings to identify the protection/avoidance area. Duke Energy Page 9 of 9 rev 216/17 Excavation Program Duke Energy Excavation Permit Application Form ** List and attach mitigation plans Duke Energy Page 10 of 9 rev 2/6/17 Excavation Program Duke Energy Excavation Permit Application Form C. Applicant's SigLiatures Comments: Applicant Name (print) (A) %) k 15 1 • Applicant Signature* Date ) Z Co -Applicant Name (print) Co -Applicant Signature* Date Co -Applicant Name (print) Co -Applicant Signature* Date Co -Applicant Name (print) Co -Applicant Signature* Date Co -Applicant Name (print) Co -Applicant Signature* Date *Per my signature, the information provided in this application is correct to the best of my knowledge. Duke Energy Page 11 of 14 rev 2/6/17 Excavation Program Duke Energy Excavation Permit Application Form Part M. Information Requirements for All Applicants In addition to the completed application form PARTS I & II, the following items must be provided to Duke Energy by all applicants: A copy of the deed and registered survey plat or other instrument under which each applicant and co -applicant claims title to the affected property (the shoreline adjoining the excavation area, equipment staging area and the disposal area), OR if the applicant(s) is(are) not claiming to be the owner(s) of said property, then forward a copy of the deed and registered survey plat or other instrument under which the owner(s) claim title plus written authorization from the owner(s) to carry out the project on their land. An accurate scaled drawing (1"=25' for projects <1000 cubic yards of material removed or 1'= 100' for larger projects) of the area to be excavated. The drawing must show at a minimum, a North arrow; a vicinity map; the boundaries and acreage of the proposed excavation area and equipment staging areas; lake, county, city, cove, tributary, road and subdivision names and lot numbers (as applicable); property corners for project front lots; the full pond elevation contour and lines dividing the cove width into equal thirds; approximate volume in cubic yards of the material to be excavated; point(s) of return water re-entry; the boundaries of any adjoining areas that are to be specifically avoided or protected during the work and the location (address) of the disposal area for the excavated material. [NOTE: A copy of this drawing must also be provided to the excavation contractor to ensure restricted areas are not impacted.] fK An accurate scaled drawing (1"=25' for projects <1000 cubic yards of material removed or 1"= 100' for larger projects) of the proposed design for the disposal area. The drawing must show at a minimum, a North arrow; a vicinity map; the boundaries and acreage of the proposed disposal area; lake, county, city, cove, tributary, road and subdivision names and lot numbers (as applicable); the full pond elevation contour (unless disposal is well away from the lake); the boundaries of any adjoining areas that are to be specifically avoided or protected during the work; the location (address) of the excavation area from which the material came and a statement of the disposal area's capacity with all dimensions labeled that were used in the volume calculation. [NOTE: A copy of this drawing must also be provided to the excavation contractor to ensure restricted areas are not impacted.] Also note for projects larger than one (1) acre in North Carolina, including excavated, equipment staging, and disposal areas, you must submit an erosion control plan. For projects larger than two (2) acres in South Carolina, including excavated, equipment staging and disposal areas, you must submit an erosion control plan. For projects < two (2) acres in South Carolina, you must submit a completed standard reporting form for construction sites disturbing two (2) acres or less to the South Carolina Dept. of Health and Environmental 1 A map or directions by road showing directions to both the excavation area and disposal area. Duke Energy Page 12 of 14 rev 2/6/17 Excavation Program Duke Energy Excavation Permit Application Form A USGS topographic map with a directional arrow indicating the exact location of the excavation project and Latitudinal and Longitudinal coordinates for the project site. A list of names and addresses of adjoining property owners for both the excavation area and disposal area. �i The existing permit number if excavation is being conducted to maintain access to an existing facility (e.g. pier) or provide an accurate scaled drawing of any proposed facility if a facility does not currently exist. Note: A separate application and approval is required for proposed Private Facilities (e.g. pier). H. A copy of all permits and/or letters of correspondence to/from local, state and federal agencies that require notification or issue individual permits. Duke Energy Page 13 of 14 rev 2/6/17 Excavation Program Duke Energy. Excavation Permit Application Form PartiV. -Agency Reviews and Approvals . - (Begin this section with a summary table of all agencies: consulted, comments received, and applicant response to:agency comments (see,example table below). Agencies should be listed in the order shown in the Agency/Organization List. Consultation letters must be dated within the two years preceding Duke Energy's receipt of the application. .. Table IV-1.:Samn1e Atrenev Comment nrird Recnnnee Table en .... Agency Comment A . licant Response":: Agency 1 The activity is approved as NA: proposed. Agency 2 - The on -site well provides drinking Contacted:Mr: Smith on 1/1/20xX: water to the public. Please contact. No further action needed. Mr.. Smith to discuss:' the proposed . changes And potential issues associated: with your proposal.: You must contact -us immediately if Applicant will contact. Agency 2 if endangered: species are located endangered species are located during the course of construction. during construction Agency 3 Requested agency comments on NA:: 1%1./20xx and again on:2/1/20xx. No response as"of 2/16/20xx: Following the table 'Of agency comments: and applicant responses, include a table of permits and certifications issued by the -reviewing agencies. As with the table of agency comments. and applicant responses, agencies should be listed'in the same order as.thev are listed in the Agency/Organization List. Tah1eTV-2_ Smmnle Avenry Pertnite anrd Vprtifiratinne Tahla Agency Permit/Certification Name . . ate.o Issuance ate of . Expiration AgencyAgenpy 1 Surface Water Withdrawal Permit Agency 2 Section 401 Water. Quality Certification Following the two summary tables, include a copy of all correspondence to and from any local,: regional, state and federal agencies or other organizations with which you are required to consult, including any required permits (e.g., Section 401 water quality cent f cations; :Section 404 dredge%f ll permits, building permits, etc.) or other approvals or comments which have been. obtained from these organizations regarding this activity. Include a copy of any local, regional; state or federal regulations or guidelines that will be followed All permitting issues must be resolved and clearly documented Correspondence: should be organized in the order the - agencies are listed.on: the Agency/Organization list with the applicant's request for comments followed by additional correspondence in chronological order. :All permits must be valid at time Duke Energy Page 14 of 14 rev 2/6/17 Excavation Program Duke Enerry Excavation Permit Application Form of application and have a term longer than the projected schedule for completing the permitted project. Part V. Additional Information (Provide any relevant additional information. Reference previous parts as applicable. Include the FERC-required Environmental Assessment if applicable. If there are co -applicants, this is where their information would be provided.) Duke Energy Page 15 of 14 rev 2/6/17 Excavation Program 3339-0514 PREPARED By AND RETURN To. Homesley & Wingo Law Group PLLC 330 South Main St., Mooresville, NC 28115 File No. 126635 Excise Tax: $1,700.00 Purchase Price: $850,000.00 Brief legal description: NORTH CAROLINA DUKE,: • Lrr THIS DEED made this 28th Alice Emily Campbell, Unr3R Rhonda D. Frazee, Ur mat 9,&AgAddterr. 1851911arborside Drive Cornelius, NC 28031 FILED ELECTRONICALLY CATAWBA COUNTY NC DONNA HICKS SPENCER FILED Apr 29, 2016 AT 11:57:00 AM BOOK 03339 START PAGE 0514 END PAGE 0516 INSTRUMENT B 06655 EXCISE TAX $1,700.00 This instrument prepared by Randall W. Fairdoth, a licensed North Carolina attorney. Delinquent taxes, if any, to be paid by the dosing attorney to the county tax collector upon disbursement of closing proceeds. 17; Tax Parcel ID: 0012931 2016 , by and between Willis Spivey and wife, Renee Spivey Maft Addnrr. 3833 Dockside Lane Shern7ls Ford, NC 28673 The designation Grantor and Grantee may include the parties, their heirs, successors, or assigns, and may include singular, plural, masculine, feminine or neuter as required by context. Grantor, for valuable consideration paid by Grantee, the receipt of which is hereby acknowledged, has and by these presents does hereby grant, bargain, sell and convey unto Grantee in fee simple all of that certain lot or parcel of land situated in Catawba County, North Catch" and more particularly described as: See Exhibit A attached hereto and incorporated by reference (`Ttoperty ). For Informational Purposes: Property Address: 3833 Dockside Lane, Sherrills Ford, NC 28673 Tide Insurance: Barristers Title of the Carolinas, LLCBarristei s Title of the Carolinas, LLC submitted electronically by "Homesley & wingo Law Group PLLC' in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Catawba county Register of Deeds. Page 1 of 3 3339-0515 Grantor acquired the Property by instruments) recorded in Book 2773 at Page 688. To comply with N.C. Gen. Star. § 105-317.2, all or a portion of the Property conveyed ® does or ❑ does not include the primary residence of a Grantor. To have and to hold the Property and all improvements thereon and all privileges and appurtenances thereto belonging to Grantee in fee simple. Grantor covenants to Grantee, fee simple marketable tide to the Property free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons. Title to the Property is subject to the following exceptions: 1. lien of real estate, ad valorem and non -ad valorem taxes or assessments for the current year, and subsequent years, not yet due and payable (or depending upon the time of the year, "due and payable, but not yet delinquent'); 2. utility eas€ments and unviolated covenants, conditions or restrictions of record; and 3. all standard, general printed exceptions contained in the owner's tide insurance commitment issued for the Property, if any. The Grantor has duly executed the foregoing as of the day and year first written above. ,a� 0"a (SEAL) Alice Emily Campbe ?ond, D. Frazec STATE OF North Carolina , COUNTY OF Iredell I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she signed the foregoing document for the purpose stated therein and in the capacities indicated: Alice Emily Campbell and Rhonda D. Frazee Date: 4/28/2016 liandall w. Faircloth �c�, NOT w.Q,,AA�� My commission expires: rn i ffrLf,-nciaWy>r:ial',�0- :,��•�ouMty 1N C Page 2 of 3 10/18/2016 3339-0516 Exhibit A Property Description BEING Lot 17 in Section 33 as shown on map entitled "CRESCENT LAND & TIMBER CORP., LAKENORMAN, MAP OF RECREATION LOTS, SECTION 33, LOTS 2-21 & 23-26" recorded in Map Book 15, Page 189, in the Office of the Register of Deeds for Catawba County, and being part of the property conveyed to Crescent Land & Timber Corp. by Deed from Duke Power Company recorded in Book 947, Page 632, in the Office of the Register of Deeds for said county. For Informational Purposes: Property Address: 3833 Dockside Lane, Sherrills Ford, NC 28673 Page 3 of 3 S 31o08. if�y 79.86'�' � x eRA E 01 n M ql p 73 O TmT1 aD — R1 g LB COURSE BEARING DISTANCE L 1 N 81' 4 V 25' W 20. 82' L2 N 00'4V00W 110.30' L3 N I642'00'W 41.9d L4 N 44'30' 00'W 55.44' LID N 88' 13' GOP 47.63' L6 N 44'61' 00'W 30.26' L7 N O I' 24' 00' E 76.83' L8 N 37'21' 13'W 30.OW CURVE RADIUS LENGTH CHORD CH.BEARING C 1 364. 49' 104.92' 104. 5W 9 22' 53' 13' E C2 922. 26' 92.33' 91. 67' 8 02' 43' 87' E FIRM DIFORMATIONs COWINITY PANEL ■I 371044 076DJ EFFECTVE DATES t-5-Of FIRST FLOOR ELEVATION: 7SO.OP ZONE: X 6 AE Oppk91 Ciy I i 0 Oq C 3�+ �3 ~ \ \ $ �AELL F�IDA71gy \ A� sp paten p� —' IranAa LOT # 17 1 0.716 AC.+- THIS PROPERTY MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHTS OF WAYS OR EASEMENTS NOT OBSERVED. A PORTION OF THIS PROPERTY DOES LIE WITHIN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. HOWEVER THE STRUCTURE DOES NOT LIE WITHIN THE PORTION OF THE PROPERTY THAT IS SHOW TO BE IN A SPECIAL FLOOD HAZARD AREA. I- LAKE RMAN Ex t m t+R ` NO PIERS. A OR PROJECTION LIKES ARE NWof TRIO SURVEY \� IN. 11! REs, •I 1 40 :1 1 ■u�uuuE�t����� GRAP I P)MCAL SURVEY POR BEINO ALL OF LOT R17, SECTION 33 OF CRESCENT LAND 8 TIMBER CORP. RECREATION, LOTS BEPTEADER 20. So07 1 9773 FBI:6R6 SCALE: 1' . 40r 81 16 PO: IBt MOUNTAIN CREEK TMMHIP CATAWBA COUNTY, NORTH CAROLINA RONM E DEDMON SURVEYORS — P.A. RONHIE DEWAw. PLO EIE22 CHUCK POOVEY, PLS 03762 ROBERT DEDMON, PLO 83E99 PHILLIP HARRIS, PLO U4164 4637 NC HIGHWAY N16 NORTH P.O. BOX 494 - DENVER. N.C. 2003T PHONE: (704)-483-4908 FAX: (704)-483-2176 SEAL L-4164 T HIIG, nATCT ,DRARN FROM AN ACTUAL tUAYEY .It iRUH TO THE 9E3T OF Nf' L-4184 or:wlau Lrm,+ L TR Rit"�' 1f— SURV. my: Be MAN 611: PHIL J01s P16DS If VICINITY MAP ROT To SCAu 3IJ (Vwk5gi in/zoz0 Spivey -Dredge -Sketch jpg https://mail.gwgle.com/mail/WO/#inbox?projector 1 1/2 Dredge Disposal Area 1162 River Highway Mooresville. NC 28117 $ P•f • Legend DUKE ENERGY DIRECTIONS BY ROAD FORM Lake Use Permit Applicants and Contractors: Ease of locating the proposed project site can bavea big impact on permitting processing time. Please complete this form and return it along with your completed application to: C/O LAKE SERVICES — EC 12 Q 526 SOUTH CHURCH STREET CHARLOTTE, NC 28202 Applicant's Name: Willis Spivey Street Address (at lake): 3833 Dockside Lane Lake Name: Norman Subdivision Name: Crescent Land + Timber Corp. Property Section: 33 Lot #: City: Sherrills Ford County: Catawba State: Telephone: 704-663-4189 Zip: 28673 Directions (from major road or highway): From 150 WB into Catawba County, Right onto Little Mountain Road, Right onto Mount Pleasant Road, Right onto Dockside Lane. Property is on the right near the end of the road. Descriptive Structure(s) on Property (i.e. brick garage, white fence, mobile home, etc.) *Note: Please use the back of this form if desired to draw us a map to the site. ImViV9W0FlEK= usaaoarusuner r.rww.r US Top ¢s "r NORMAN DR, 1. n+rM�uM� a.es+f..e rr'm.. m.�cwr•.� n.�1 1] 3$ 33 I ocK5 i de- Lays e- Sherr;I IS Ford, NC Z&-73 MQUNW mum 4mm _ _ mm 35. s8&o4 -Bloom aW:uSlnMn KMIK Spivey 3833 Dockside Lane Sherrills Ford, NC 28673 Excavation Neighbors Candace Gaudet 3852 Dockside Lane Sherrills Ford, NC 28673 Mailing Address: 916 E. Park Drive Lincolnton, NC 28092 Charles and Irene Freeman 7505 Matchpoint Sherrills Ford, NC 28673 Disposal Neighbors Finley William M III + Jeanne T Revoc TR ETA 1178 River Highway Mooresville, NC 28117 Hager Sidney B + Hallie 139 Robinson Road Mooresville, NC 28117 NOTES, GENERAL NOTES 1• ALL FRAMING F%POSEDTO WE WEATHER SHALL BE IN ACCORDANCE TO CHAPTER 3605 OF THE NORTH CAROLINA BUILDING CODE AND SHALL BE PRESSURE TREATED PER THE AWPA HANDBOOK 2• ALLPILESAND VERMAL TIMM SHALL BE PRESSURE TREATED INACCORDANCEWITH AWPA IUNDB00K. 3 ALL EXPOSED FRAMING LUMBER TO BE SYP NO. I OR BETTER. ROOF FRAMING LUMBER TO BE NO.2 SPF OR BETTER. 4. ALL METAL CONNECTORS SHALL BE HOT -DIP GALVANIZED' FASTENER AND HARDWARE MANUFACTURERS HAVE SUGGESTED THE MINIMUM HOT -DIP GALVANIZED REQUIREMENFS FOR USE WIM TREATED WOOD SHOULD CONFORM I IHE FOLLOWING ASTM STANDARDS: ASTM-AIS3 (FOR HOT -DIP FASTENER PRODUCTS) AND ASTMA653 (COATING DESIGNATION G-185 FOR HOT -DIP CONNECTOR AND SHEET PRODUCTSI. STAINIESSSTEEL STAINLESS STEEL FASTENERS AND CONNECTORS ARE REQUIRED FOR PERMANENT WOOD FOUNDATOM BELOW GRADE AND ARE RECOMMENDED FOR USE WITH TREATED WOOD IN OTNFR SEVERE EXTERIOR APPLICATIONS SUCH AS SWIMMING POOLS, SALT WATER EXPOSURE, ETC. TYPE 3D4 AND 316 ARE WE RECOMMENDED GRADES TO USE. OTHER FASTENERS AND HARDWARE AS RECOMMENDED TIME MANUFACTURER MERE MAYBE ADDITIONAL PRODUCTS (OMER THAN STAINLESS STEEL OR NOT-0IF GALVANIZED) WHICH ARE SUITABLE FOR USE WITH ACQ PRESERVED WOOD. PLEASE CONSULT WITH THE INDIVIDUAL iASMHER OR HARDWARE MANUFACTURER FOR RECOMMENDATIONS FOR USE OF THEIR PRODUCTS WITH ACQ PRESERVED WOOD. DRY USE APPLICATIONS WHEN ACQ PRESERVED WOOD IS USED FOR INTERIOR APPLICATIONS WITH CONTINUOUS DRY CONDITIONS, WHERE THE WOOO IN SEW CE WILL REMAIN BELOW IB%EQUUBRIUM MOISTURE CONTENT, THE PERFORMANCE OF FASTENERS, HARDWARE ANO OMER METAL PRODUCTSIN CTINTACTWTH THETREATED WOODSHOUID BE SIMLLAXTO MAT EXPERIENCED WIM UNTREATED WOOD. ALUMINUM SHOULD NOT BE USED IN DIRECTCDNTACT WRNACQ PRESERVED WOOD SPACER MATERIALS MOTHER PHYSICAL BARRIERSARE RECOMMENDED TO PREVENT DIRECT CONTACT OF ACQPRESERVED WOOOAND ALUMINUM PRODUCTS. THESE FASTENER RECDMMENDATIONS ARE COMPARABLE TO FASTENER RECOMMENDATIONS FROM OMER WOOD PRESERVATIVE MANUFACTURERS OF ACQAND COPPER AZOLE 'ELECTROPIATEDGALVANNEDFASTENERANDMETALPRODUCTSARETYPICALLYNOT ACCEPTED BY ME BUILDING CODES FOR USE IN EXTERIOR APPUCATIONS, REGARDLESS OF THE TYPE OF WOOD USED 5-WASHERSSNALL BE USED WITH EVERY CONNECTION BOLT WHICH COMES IN CONTACT WITHW000. PILOTHOLES SMALL NOT EXCEED THE DIAMETEROF ME BOLT MORE MAN 1116'. 6. BOLTSRML BE TIGHTENED M TIE POINT ME WASILER BEGNS rO COMPRESS ME WOOD FIBERS BY NO MORE THAN 1w. 7• PILES SHALL BE At LEAST 6' IN DUIMEFER. & PIERS OR PILES SNALL BE INSTALLED IN SUCH A MANNER ANDSEQUMCEAS TO PREVENr DISTORTION OR DAMAGETO PILES BEING INSTALLED OR ALREADY IN PLACE TO THE EXTENT THAT SUCH DISTORTION OR DAMAGE AFFECTS ME STRUCTURAL INrEGRIrY OF THE PILES. 9 ME ALLOWABLE COMPRESSIVE LOAD ON ANY PILE SHALLBE DETERMINED BY THE APPLICATION OF AN APPROVED DRIVING FORMULA ME PILE SHOULD BE DRIVEN TO REFUSALORA MINIMUM DROVE PENETRATION NOTEXCEEO 21/2' PER BLOW BASED ONAHAMMER WEIGHT OF 8OOLBAND DROP DISTANCE OF AT VAST FT. DRIVE R=ZWH 5•Da B LS 1DALL FRAMING CHANNELS SHALL CONFORM TO THE AISI DESIGN FOR COLD. FORMED STEEL STRUCTURAL MEMBERS,1986 WTM 1989 ADDENDUM. 11•THE PIER AND DCOSRALL RAVE TWO WHITE REFLECTORS, A MINIMUM OF V ABOVE FULL POND ELEVATION, ON EACH SIDE OF THE FURTHERMOST CORNER OF THE EXTENSION OF THE PIER INTO THE WATER REFLECTING LIGHT PARALLEL TO THE SHORE IN EACH DIRECTION AND DIRECTLY ACROSSME WATERLINE WITH ME SHORE FROM EAM CORNER WHIT REFLECTORSSHALL BE PLACED ON EACH SIDE OF ME PIERAT INTERVALS OF 15' OR LESS A MINIMUM OF 6-ABOVE FULL POND ELEVATION, BEGINNING AT WE OUTERMOST EXTENSION AND EXTENDING TO WE 760 CONTOUR UNE. 11, DESIGN LOADS: FLOATING SLIPS 20 PSF OR 3W OONCENTRArED LOAD BOARD WALKS AN D PIERS; 40 PSF OR 3DO U1 HANDRAIL NOTES WALKWAYS, ACCESS PIERS, STEPS OR RANGES PERSONNEL HANDRAILS OR OTHER SAFETY PROVISION SHALL BE PROVIDED ALONG THE EDGES WHERE THE VERTICAL DROP TO THE MEAN LOW WATER LEVEL DR MUDURE EXCEEDS 6 FEEL PER CH IRA 36 SECTION 3606.6 OF THE 2012 NORM CAROLINA BUILD CODE PER AVERAGES FROM THE DUKE ENERGY LAKE LEVEL CHARTS THE ESTIMATED AVERAGE LOW LEVEL IS 98.3 WHICH IS 2'-3]' BELOW FULL POND. DRIP PAN NOTES BErCO PANS SHOULD NOT COME IN DIRECT CONTACT WITH ADO PRESSURE TREATED LUMBER. ACRYl1CH PANS WITH A BARRIER SUCH AS ICE AND WATER SHIELD. POLYMER TAPES. MASKING AND WATER PROOF LINING MATERIAL BARRIER MATOBAL SUCH AS PAPER OR FELT ARE NOT RECOMMENDED. BARE GALVALUME PANS ARE NOT RECOMMENDED. CONTRACTOR MUST INSTALL PANS PER MANUFACTURE SPECS AND RECOMMENDATIONS. PENETRATION THROUGH THE BOTTOM OF THE PANS ARE NOT RECOMMENDED. FLOOR JOIST ALLOWABLE SPANS 1. DESIGN LOADS ARE BASED ON 40 LBS/Fr FOR LIVE LOAD AND 10 LEIS/Fr FOR DEAD LOAD. 2. MOST VINYL OR COMPOSITE DECKING REWIRE A MAXIMUM JOIST SPACING OF 16" O.C. CHECK WITH DECKING MANUFACTURER FOR PROPER SPACING. 3. ALLOWABLE SPAN SOUTHERN YELLOW PINE PER THE NATIONAL DESIGN SPEMCATIONS FOR WOOD CONSTRUCTION IS AS FOLLOWS: SOUTHERN YELLOW PINE ALLOWABLE SPAN 4OLL+10DL WOW DOM. SPAN 01 12 /S FIT 2X6 12' 10'-9' 10'-3' 8'-2' 19.2" 9--2' 8'-G' 6--5' 24" 8'-6' 7'-7" 5'-9' PT 2J(8 16"1 19.2" 12'-1' 1W-10' 8--2" 24' 11'-3' 9'-8' 7•_3• PT 2X10 ifi" 19.2" 14'-B' 12'-10' 9,-10" 24" 13'-1' 11'-5' 8'-10" Fr 2X12 12" 12'-11' 19'-1 12'-6' I6' 19'-1' 16'-6" IV-10" 1 24' 1 15'-7' IN-6' 1O':: ROOF RAFTER ALLOWABLE SPANS 1. DESIGN LOADS ARE BASED ON 20 LBS/FT' FOR LIVE LOAD AND 10 IBS/F1' FOR DEAD LOAD. 2. SPRUCE PINE RR ROOF PURUNS TO BE 24' O.C. MALL. 3. ALLOWABLE SPAN SPRUCE PINE FUR PER THE NATIONAL DESIGN SPECIFICATIONS FOR WOW CONSTRUCTION IS AS FOLLOWS: SPRUCE PINE FIR ALLOWABLE SPAN 20U.+IODL WOOD DOM. SPAN +1 /2 I3 Pf 2X6 12' 14'-9' 14'-9' 12'-6' 16' 13'-5' 1J'-5' 10'-10" 19.2' 12'-B' 12'-B ' W-11" 24' 1V-9' 1P-9" 8'-10' PT 2XB 12' 19'-6' 19'-6' IV_IO' 16"1 17'-8' 1T-9' IN-9' 19.2" 16'-7" 16--7• 12,_7• 24' 14'-10" 14'-10' 11'-3' FT 2X10 12" 24'-10' 2224'-10" iB'-5' 16' 19.2" 20'-3' 20'-3" 15'-4' 24' IV-2" 18--2" 13'-8' Pf 2X12 12' NOTE b NOTE b 16 25'-9' 25'-9' 19,-8' 19.2' 23'-6' 23'-6' 17'-9' 24' 21'-0" 21'-0' 15' . D. THE TABULATED RAFTER SPANS ASSUME THAT CEILING JOIST ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE OR TWIT SOME OTHER METHOD OF RESOLING THE OUTWARD PUSH OF THE RAFTERS ON THE BEARING WALLS, SUCH AS RAFTER DES, IS PROVIDED AT THAT LOCATION. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE. THE RAFTER SPAN SHALL BE MULTIPUED BY FACTORS GIVEN BELOW. Ha/Hr• RAFTER SPAN ADJUSTMENT FACTOR 113 0.67 1/4 0.76 1/5 0.83 1/6 .90 1/7 OR LESS 1.00 • Ha - HEIGHT OF CEILING JOISTS OR RAFTER TIES MEASURED VOWALLY ABOVE THE TOP OF THE RAFTER SUPPORT BFAM/WNL Hr - HEIGHT OF ROOF RIDGE MEASURED VERTICALLY ABOVE THE TOP OF THE RAFTER SUPPORT BEAM/WALL ANY DEVIATION FROM THE PLAN MUST BE APPROVED BY DARDEN ENGINEERING SERVICES. CROSSHEAD/GIRDER DESIGN NOTES 1. STRUCTURES WITH CROSSHEADS LENGTH LONGER THAN 6' PILES MUST BE NOTCHED 1 1/2' 2. DESIGN LOADS ARE BUSED ON 40 LBS/FT' FOR LIVE LOAD AND 10 LBS/FT' FOR DEAR LOAD. 3. ALLOWABLE WOOD STRESSES FOR SOUTHERN YELLOW PINE PER THE NATIONAL DESIGN SPECIFCATONS FOR WOOD CONSTRUCTION IS AS FOLLOWS: SYP Fb Valm W) WOW DOM. 2X4 1500 1100 2X6 1350 1000 2X8 1250 925 2XIo HIS. BW 2X12 1000 750 4. THE SECTION MODULUS SK FOR DIMENSIONAL LUMBER PER THE NATIONAL DESIGN SPECIFICATIONS FOR WOW CONSTRUCTION AS FOLLOWS: • 2X4m 3.063 IN' • 2X6= 7.563 IN' • 2XB= 13.14 IN' • 2X10= 21.39 IN' • 2X12- 31.64 IN' DISCLAIMER - TO ACCURATELY THAT IT MEETS COUNTY REGULA -1/ CL NT. ALL ROJECTION LINES ARE ] EOUIRE A .CENSED SURVEYOR E PIER ON VROPERTY TO ENSURE DUKE LAKE SH E MANAGEMENT AND N3T 16 On 30.72' 7 01' 24W'E 1­76.83' N44' 51' WiY �30.26' - � ---19'-SYltn•.n - PROJECTION LINE ESTIMATED PROPERTY LOCATION PLAN SCALE: 1"=50' PROPERRY PROJECTION LINES ARE ESTIMATED ER IS RESPONSIBLE FOR 1/3 THE COVE, 20, ANY OTHER STRUCTURE AND EXACT LOCATION 'RONECTION LINE TO COMPLY WITH ALL DUKE ER AND COUNTY REGULATIONS. OWNER IS TO SURVEYOR TO PROPERLY LOCATE PIER TO DUKE ENERGY AND COUNTY REGULATIONS. 30 DD WILLIS SPIVEY 3833 DOCKSIDE LN N1& 42- W'W CATAWBA COUNTY, NC 41.9D' WYY 4R3' TOO' on*F Z I. Z LU W Uoa Sto 0 m Uz av 'n N�!gAB v 3So� Q Z � W �� Ey S-1I5 iLORTA"EXITES. .n'-e• 1. EEMrLOCATION 6Y9RpxNRrE. '^ V ? ICAUFA IONTO YERrr I.CTIm uEETSRf. AEN•RLi1SHINCEC Z ® vavrvosM NOMa, urWUEV-PHvRrE VART RN Exrt PIERE. RU rss OR sm u.TElEwo EVOr leso M.rx Rr uo j ENHISDwmerx qeMRME1MEA rVLLK WRiERE RdrtA.I.'RN'. THESNRLLRrNE MESAU(1Wf ..1 Mss...,rx"NA 11DDCCwsrIIAREA oxcExExE Ei oEoxowRmxiom ev .c W N }EW MMIRRu. �l fU W DEVEMBr RVRnxc ROEES.SSOPRIVATE. OR EREMrt WS CONERSI, RUPR EEOOEP.xEOO.I.EOMueAsERMMiRuwunDER CHEWINEnE EORo, 2 FOUT Boxrooc RWn'eRA INDERNrwrzNEOwwRN. NRLLWVERMINIMVM Ci 31KNE5ER Vg.P W J g Z j{ e�[ 11=II. NRCE i Mf TOPOF M[EWLAUNC DEVICE,OTHERTHAN LOW THAN W iEEEREUCU...'EEPE. IE.c.EA NUENRRURKMNCFACILITIES '.REEMnxc CJENCESP p a THE1LLIOVE THEFLOMVMti VICE UNDERA CRE[WMTIONOF ME ICIbiMil75 �'p IF EUEMEEVNOAD DEFESwu�irro nwOxnvE xm Z Z EiarµirwR rxn<vwrr�n MORE rwxs neu[srRr REOMMf xoR¢aau UNDER CARORM wELIN"A" oN ZE ONENNMi OF ORiow oi.Vo WWrx axu SEA EA DO POUNDS FO RvmNlx v SEA CO CENTR E,a. vna+s szfuoLAYOUT PER aaruuuRcrwESPROOFED srEceu,loN ❑ ID NEW RAMP LAYOUT PLAN p a SIM p J W Z Q H O §LLQ naum � i i o E y age o �U/ Eu+^wi R............x N3� IJL FRONT ELEVATION •'�` S_2 5 srxx: s/,e•.,b' xmE.unoEwnoximRrtiEawMwrxu.Rw[nevuRMxxerai¢w+ce[mI�> IF HFA T PT BXB S-3 15'-8]' PT 2X12' BAND POSE 0 •I Z I� BOAT LIFT MOUNTING POINTS U s W WI2x14 I W12x14 7 W �� o uj NJ Z U OaM d, I I N I I3z3 Z �ooJ W mfa 3 W1.14 3 W12X14 3 C `� W12x14 W12x14 o � _ N Z 1 1 3 S-3 I 1 I W12X14 I W12X14 I Eu q8 §pple; S $pB@ Pr zX1z• av+o 8 m bQQull ROOF FRAMING PLAN SUB —ROOF FRAMING PLAN a@9g�gg SCALE 1/4'-1'-0' SCALE 1/4'=1'-0' O E5E�3 1-LAYER OF 3 T&O PLAIN NON TREATED PLYWOOD ON TOP OF 1-LAYER OF j' ADVANTEC T&G SUBFLONNG 1-LAYER OF T&C PLAIN NON TREATED PLYWOOD ON AND HYRDOSTOP TOP COAT TO WATERPROOF FLDORING TOP OF 1-LAYER OF r ADVANTEC T&G SUBFLOORING L04 GALV. AND HYRDOSTOP TOP COAT TO WATERPROOF FLOORING ANGLE TYP. /� — �� y 5 PT 2%12 FASCIA N I � \� WF1D PLATE ro REM MOUNT FASCIA S-3 RAMING SEE UPPER FRAMING FOR F::�L -- �/ PLAN R�FTUAIINC o CT 1/2' GALV. BOLTS .1 a $ SPLAN LAM PRE BEAM SIZE PT BXB POST FABRICATED GALV. POST CAP FOR PT BXB POST TO i1 SECTION THRU ROOF BOLT BEAM TO COLUMN 8.3 SCALE NIS PT 2X12 FASCII 1-LAYER OF j' T&G PLAIN NON TREATED PLYWOOD ON 4 L4x4 GALV. ANGLE �' Z TOP OF 1-LAYER OF i• ADVANTEC T&G SUSFLOORING O L4X4 GALV. TYP• z AND HI'RDOSTOP TOP COAT TO WATERPROOF FLOORING IANGLE d 5/B' L4X4 GALV. ANGLE BLOCKING C3 BOLTS L75 / \ on, O.C. \�551 SECTION THRU ROOF IS z CL z ¢ o o L Z \�_— �� m Z L BOAT UFT BEAM PER5/ MANUFACTURER 4• TUBE STEEL �/ B' CALV. 5/B' GALV. Ba>s BOLTS CDNT. 14 _ _ e t ®i SECTION THRU ROOF J�3 z— w r O u1 O w 22 SECTION THRU ROOF C31 ROOF SECTION DETAIL S� . NES V SCALL. NIS S-3 5 NOTEANYDEVIATIONFROM THE PLAN MUST BEAPPROVEDBYDARDENENGNEERINGSERACES. � I 41 at o I 1 IN 9! -;1 1 I m ` v D N D N m I m -n ;CIm z v I � m z ` m m (a II m m _I I I <Y rtam� Li _ 1 3 0• I � ' P W v t rod• rn K -' ' � m 1 Z _q > m O z Ln II q� m m A C ze II A NEW BUILDING FOR: WILLIS SPIVEY APPROVED FOR CONTRACT m3m NO. D A R D E N PRE NO. 19-M 3833 DOCKSIDE LN CATAWBA ED E N G I N E E R I N G DPAWN BY r^' COUNTY, NO TM GIEG(m BY �SERVICES,PLLC� 862 B RAWLEY SCHOOL RD, SUITE 202 9P•1663 FRAMING DETAILS 2 ®0111DEN ENGIH".. Sn"c" ' MOORESVILLE, N. C. 28117 NO. DATE �'� TIid19 ' SCALE: AS NOTED PHONE NO. M663.7738 EMAIL IMo®dmdeneng.com REVISIONS a f— n � g Z m v m D r � �F C1�� N �P �m �Tjl� K �4 �i Q' o QO N K C �l � ■ m \ §§ � � � ■�: �� |� |� � | §§ ` I « � 2 t= ■ r� | | r; ,k ,2 ) ) ` } I DARDEN WILLIS O"° ENGINEERING _ -LWU � � � 42 FRAMING DETAILS m Excavation Project User's Agreement Letter (Please fill in the blanks. Please Print) Date IZ-&-19 TO: Duke Energy c/o Lake Services - EC 12Q 526 S. Church Street Charlotte, NC 28202 RE: Excavation For (Subdivision and Lot Ws or (Lake/County/City) (Applicant's full name) W 1 l t t fj^ ,111 \ hereby agrees to comply with all recommendations, requirements and/or conditions kf Duke Energy Lake Services, General Pemvt(s) (if applicable) and other federal, state and local agency requirements pertaining to the application to excavate for the purpose of a 1` oa -r aAne I access . In addition, 1/we have read and agree to comply with Duke's current Shoreline Management Plan (SMP), much of which is repeated herein, and understand that written authorization must be obtained from Duke Energy Lake Services prior to beginning any activity within the FERC project boundary or on Duke Energy land. The excavation will be completed as described in the approved application and within eighteen (18) months from the date of written approval by Lake Services, unless specifically noted otherwise in the application or unless I/we obtain approval for a single, time extension (maximum of one year) in writing from Duke Energy Lake Services. 1/we understand that if the SMP or other applicable rules change during any extension period, I/we will be expected to comply with the new requirements to the maximum extent practicable. I/we also recognize that failure to complete the excavation within this build -out period will require the filing of a new application within the then -current SMP and the new application must include any applicable fees and security deposits. I/we attest to be the owner(s) or lease holder(s) of the land immediately adjoining the project boundary or Duke -owned peripheral strip where the excavation activity is to take place, or if not the owner or lease holder, I/we have included proof of title to the property and written authorization from the owner(s) or lease holder(s) to carry out the proposal within the project boundary adjacent to their land. Uwe attest to be the owner(s) or lease holder(s) of the land that will be used for equipment staging and disposal of excavated material or if not the owner or lease holder, I/we have included proof of title to the property and written authorization from the owner(s) or lease holder(s) to carry out the work on their land. IJuke Exrgy Page 1 Rev: 6116'17 I/we understand that all excavation work must be done directly in front of my/our property and within the third of the cove nearest my/our property or within any middle third of the cove that Duke Energy owns, or I/we have written authorization from the owner(s) or lease holder(s) to carry out the proposal within the project boundary adjacent to/on their land. I/we also understand that access channels must run perpendicular to the shoreline while within the third of the cove area that is nearest my/our property. I/we understand that for proposed excavations, I/we must notify the appropriate local, state and federal agencies in advance of the activity by sending them a completed copy of Duke's Excavation Permit Application Form and other required information. I/we understand that written authorization and/or other permits may be required by some of these agencies and such required authorizations must be obtained before 1/we submit the final application to Duke Energy Lake Services. I/we understand that except for maintenance excavations, any excavation exceeding 2000 cubic yards of material removed or any excavation or shoreline stabilization work needed to support an application that requires Federal Energy Regulatory Commission (FERC) review does itself require specific review and approval by the FERC before Duke Energy can issue any approvals. Ywe agree that unless specifically approved otherwise in the application, explosives will not be used as part of this excavation activity. 1/we understand that every reasonable effort must be made to minimize any adverse impact on fish, wildlife and other natural resources. I/we understand that applicants in South Carolina proposing excavations that are not covered under the General Permit, or are greater than 150 cubic yards, must receive prior written authorization from the South Carolina Department of Health and Environmental Control (SCDHEC) or the US Army Corps of Engineers (as applicable) before submitting the completed application to Lake Services. I/we agree that excavation activities in North Carolina and South Carolina will not occur during the months of March, April, May and June because of the potential impacts to fish spawning areas. I/we understand that trees and vegetation growing within or adjoining the lake play an important role in its overall environmental condition, and the ecological benefit the vegetation has on fish and wildlife habitat directly supports a sound and healthy lake environment. I/we also understand that unauthorized removal of shoreline vegetation (e.g. button bushes, willows, cattails, etc.) and/or disturbance of the shoreline buffer may result in suspension or denial of lake use permitting requests, forfeiture of security deposits and require re-establishment of vegetation at my/our expense, particularly if the disturbance is found to be in violation of state or local ordinances or impacts FERC project buffers. Duke Energy Page 2 Rev: 6/16/17 1/we agree that all excavated material will be placed in upland areas, landward of the project boundary, and confined to prevent erosion and sedimentation back into the lake or nearby streams. 1/we agree to adequately stabilize all excavated material and all disturbed shoreline to prevent erosion and runoff into the lake. I/we understand that the double handling of excavated material will not be allowed; therefore, all excavated material must be placed above the project boundary in one handling. I/we have designed the hydraulic excavation process (if any will be used) so that return water re- enters the lake in the same general vicinity and cove as the excavation, to the maximum extent practicable. 1/we agree that the proposed excavation will not be for the purpose of creating additional shoreline, will not alter the project boundary or the full pond contour, and will not impact threatened or endangered species, historic properties, or environmentally -important areas, unless special public entity provisions were made in the application. I/we recognize that it is my/our responsibility to clearly locate in the field and label on my/our work area drawings any areas that require specific protection or avoidance during this excavation work. Examples of these protection/avoidance areas include but are not limited to, any Environmental Areas, Natural Areas or Impact Minimization Zones as identified by Duke; jurisdictional wetlands; historic properties; rare or threatened species; and buried gas, water, sewer, electric or communications lines. I/we agree to provide my/our contractor with a copy of these work area drawings showing these areas to stress the necessary protection measures. I/we agree that if any archaeological resources (e.g. pottery shards, Indian artifacts, etc.) are discovered during the excavation, work shall be halted immediately. I/we will then notify Duke Energy Lake Services and the State Historic Preservation Office to determine what measures, if any, I/we must pursue to protect or salvage the archaeological resources. 1/we agree that any excavation from within the project boundary will not exceed the volume as outlined in the application and will remove and disturb only what is absolutely necessary to achieve the project's stated purpose. I/we agree to be fully responsible for the permitted lake use and I/we understand that this responsibility is considered to transfer automatically along with ownership and leases of the adjoining tract. I/we understand Duke Energy representatives may issue Stop Work Directives for violations of the SMP and other consequences may result from such violations, including but not limited to suspension or cancellation of approved permits, increases in fees, modification or removal of non -complying structures and restoration of disturbed areas at my/our own expense or loss of any consideration for future lake use permits. 1/we agree to immediately comply with any Stop Work Duke Energy Page 3 Rev: 6/16/17 Directives, to fully cooperate with Duke Energy Lake Services and other agencies as necessary, and to perform the necessary remedial actions within the specified time frame. 11we agree to develop any required mitigation plans and to complete any required mitigation activities at my/our own expense within the specified time frames. I/we recognize that the excavation work is not considered complete and deposits will not be refunded until the mitigation requirements (if any) have been satisfactorily fulfilled. Uwe agree to notify Lake Services by phone when the excavation is initiated and to ensure that during the excavation period I/we will post Duke Energy's approval letter in a clear wateroroof bag at the iob site and visible from the water's edge. I/we agree to notify Lake Services in writing when the excavation is completed (including any required mitigation measures) and that the excavation was completed per the approved application, so a close-out inspection can be performed. 1/we recognize security deposits will not be refunded if any violations of the SMP or this user's agreement occur. I/we understand there will be no change in hydro project operations as a result of the excavation and/or utilization of the excavated area. 1/we agree to maintain the work area in a safe condition and to fully indemnify and save Duke Energy harmless from any and all claims, liability, loss or damage that may arise from this excavation project. I/we understand that this user's agreement does not, in any way, constitute the transfer of any rights in real property and that my/our use and enjoyment of FERC project lands and waters shall not hinder the general public's lawful use and enjoyment of the same. Sincerely, W•t I�l Applicant's Name Print) I AplicantFs Signatur Co -Applicant's Name (Print) Co -Applicant's Name (Print) Co -Applicant's Name (Print) Co -Applicant's Name (Print) Co -Applicant's Signature Co -Applicant's Signature Co -Applicant's Signature Co -Applicant's Signature DU, E., Page a.�: dtu 7