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HomeMy WebLinkAbout14-02_Martin, Rodney & Patti_20020517VJA6&� 5AP ob W<< . No a)t _ MARTIN, RODNEY &.PATTI # 1 2 c N/F J.R. PELLETIER DB 426, PG 658 N/F JOHN JAY DUDLEY DB 571, PG 279 A�V*% ��S,�q'Lf�4 C.) 4h ` SITE DATA: PROPERTY OWNER: RODNPY-kPATT1MARTII+I 174 DIX CREEK ROAD SWANSBORO, NC 28584 (910) 326-2300 PROPERTY ADDRESS: 174 DIX CREEK ROAD PROPERTY DEED REFERENCE: DEED BOOK 733, PAGE 434 (PARCEL 1) F4lS CONCRETE BULKHEAD GRASS 7 NEW TRENCH DRAIN N/r RODNEY & PATTI MARTIN DB 402, PG 689 < PROPOSED SEPTIC / moo• \ SYSTEM AREA o �0 10 "no �o PROPERTY BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY MAPS PREPARED FOR ROD & PATTI MARTIN BY CHARLES A. RAWLS AND ASSOCIATES DATED FEBRUARY 26, 1997 & SEPTEMBER, 7, 1999. GRASS 7 -11 YARD IM RIM=7.6 INV=4.6' ABSORPTION TRENCH -\ , 0 00 80 LF ABSORPTION TRENCH - N/F JESSE F. RICHARDSON, JR DB 297, PG 280 NOTE: 1. THE CONTRACTOR/OWNER SHALL MARK THE 30' BUFFER LIMIT IN THE FIELD BASED UPON THE NORMAL HIGH WATER SHALL OCCUR ON THE WATER SIDE OF THIS BUFFER LINE r NEW o TRENCH ` DRAIN / SUMMARY OF IMPERVIOUS AREAS INSIDE 75' AEC PARCEL 1 EXISTING PROPOSED TOTAL LOT AREA 20,725 SF 20,725 SF TOTAL LOT AREA INSIDE 75 AEC 17,26' SF 17,261 SF HOUSE BUILDINGS 902 SF 2,405 SF DECKS 486 SF 2,122 SF CONCRETE DRIVES WALKS 3,895 SF 3,591 SF TOTAL IMPERVIOUS INSIDE 75 AEC 5,283 SF 8,188 SF % IMPERVIOUS INSIDE 75 AEC 30.61% 47.03% TOTAL PROPOSED % IMPERVIOUS AREA INSIDE 75' ALLOWABLE % IMPERVIOUS AREA INSIDE 75' AEC EXCESS % IMPERVIOUS AREA INSIDE 75' AEC EXCESS AREA INSIDE 75' AEC AEC = 47.03% = 30.00% = 17.03% = 2,940SF (17,261 SF X 17.03%) l �- GRASS 7 oll V'*'� . '6 QllFF vs ) NORMAL HIGH WATER LINE AT FACE OF BULKHEAD GRASS 2' EXISTING CONCRETE BULKHEAD & SIDEWALK M NG - O PROVIDE Rff GU 2' ip �T° PARCEL�1 ,/�__ J� . 0 „o 0 G THREE- DWELLI 2 PAVERS / / 4RASS i .� �6' GUTTER DISCHARGE 2, PIPE wITH aimoUTS CA . S.. SEAL 15738 ���Ulllllllllll� PROPERTY I ` L1� GRASS 7 IXISTING FLAG POLE/FOUNDATION TO BE REPLACED w Q_ V Q C/-) y J�o NORMAL HIGH WATER LINE � U w w v AT FACE OF BULKHEAD DCD z � Q Cn � w O Cl- cn z E=-0 Cl- w z p w O QQ HS O ci O /'k ` ` ` NORMAL HIGH WATER LINE —) 1-r- U -vsso /0 iii ` i i i i i i i . ` i i yORMALi IGH WATER LINE i . i i .AT-FAC OF BULKHEAD i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i . --1 n- w v CIL, oho ono w c� w �- w N. C.l. W � 1 c Q U i,I C/j (-D m ry O GRAPHIC SCALE � v o 20 0 10 20 10 so Q W v) w c = LLLJ ( IN FEET) z I inch - 20 it. JL A z O E4 � A a O Off U U W � rW Zxx Q x C4 O 54z a Z�z Z o E4 r-4 CO C L O W O 00159.DWG PERMITTEE LOCATION: MONITORING & COMPLETION REPORT [CAMA Wgff Development & State Dredge & Fill Permits] (n i L(_51'Z PERMIT #14-0,3 FIELD REP. PHONE: DATE REPORTEDLY COMPLETE: DATE OF INSPECTION __q)a It"A 1) Do the measured dimensions of the development differ from those indicated in the permit and workplat? YES/NO [circle one]. COMMENT: 2) SEDIMENTATION & EROSION CONTROL: Has Permittee seeded, grassed, or otherwise stabilized all disturbed areas? YES/NO [circle one] 3) COMMENT: FUTURE MONITORING & ENFORCEMENT ACTION: Is further investigation or enforcement action needed? YES/NO [circle one]. DCM -�MHD Local Government Issued to # 14-02 Permit Number CAMA MINOR DEVELOPMENT PERMIT as authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission for development in an area of environmental concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management." RODNEY & PATTI MARTIN . authorizing development in ESTUARINE SHORELINE AEC �,174 DIX CREEK ROAD, SWANSBORO, ONSLOW COUNTY as requested in the permittee's application, datecA4-16-02,REV. 05-09-02 This permit, issued on 05-17-02 is subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void. This permit authorizes the expansion and renovation of an existing single-family residence, with patios, swimming pool, and stormwater collection system. The permit is contingent upon the following conditions: All proposed development and associated construction must be done in accordance with the application dated 04-16-02, workplat drawing (s) dated 05-09-02, and originally submitted on 05-25-01, or as revised on 05-09-02. 2. All construction must conform to the North Carolina Building Code requirements and all other Local, State and Federal regulations. Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of this permit. 4. Prior to initiating any land -disturbing activities, adequate sedimentation/erosion control measures must be employed to prevent the movement of unconsolidated materials into the marsh or water. These measures will remain in place until such time as the area has been properly stabilized with a vegetated cover. * SEE PAGE 2 FOR ADDITIONAL CONDITIONS. * This permit action may be appealed by the permittee or other f qualified persons within twenty (20) days of the issuing date. J _ From the date of an appeal, any work conducted under this per-) - mit m.st cease until the appeal is resolved. Local Permit Officer (signature) This permit must be on the project site and accessible to the TERE BARRETT, COASTAL MANAGEMENT REP. permit officer when the project is inspected for compliance. NC DIVISION OF COASTAL MANAGEMENT name Any maintenance work or project modifications not covered 151—B HWY 24, HESTRON PLAZA II under this permit requires further written permit approval. MOREHEAD CITY, NC 28557 All work must cease when this permit expires on December TELEPHONE: (252) 808-2808 address 31, 2005 In issuing this permit it is agreed that this project is consistent with the local Land Use Plan and all applicable ordinances. This permit may not be transferred to another party without Permittee the written approval of the Division of Coastal Management. y(sigatureequired if special conditions above apply to permit) Minor Permit # 14-02 Martin, Rodney & Patti Page 2 of 2 5. The applicant has effectively demonstrated, through engineered, innovative construction design, that the amount of impervious surface areas may be exceeded in a way that runoff water will be managed to a similar degree as limiting the coverage to 30%. This design allows for 47.03% of impervious surface area within the AEC of this project site. The submitted design was done by Avolis Engineering, submitted on 05-09-02, and is dated 05-06-02. 6. The innovative stormwater system authorized with this permit must be maintained for the life of the structure addressed. 7. Pursuant to 15 NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise disposed of to a third -party by the applicant, agent, or any entity other than the NC Division of Coastal Management. 8. The development authorized under this permit must be accomplished a minimum of 30' landward of the normal high water contour/normal water contour, maintaining this as a vegetated buffer area. AVOLIS ENGINEERING, P.A. 6498 PO BOX 15564 FIRST CITIZENS 5405 MORTON RD BANK NEW BERN, NC 28561 NEW BERN. INC 252-633-0068 66.301531 2/5/02 PAY TO THE ORDER OF NCDENR - COASTAL MANAGEMENT $ * * 100.00 One Hundred and NCDENR - COASTAL MANAGEMENT MEMO: MttdbC A?P.F6 CAMA PERMIT - MARTIN RESIDENCE Voor 49ans i:053 1003001:00 L L L 2439 ?9116 SECURITY FEATURES. MICRO PRINT TOP & BOTTOM BORDERS - COLORED PATTERN - ARTIFICIAL WATERMARK ON REV SE SIDE - MI. ING FEATURE INDICATES A CCPY DOLLARS AVOLIS ENGINEERING, P.A. Z`��3 P.O. Box 15564 - New Bern, North Carolina 28561 - (252) 633-0068 MAY o :� 20G2 May 7, 2002 Ms. Terry Barrett NCDENR - Division of Coastal Management Morehead City District 151-B Highway 24, Hestron Plaza II Morehead City, NC 28557 RE: Rod and Pattie Martin Residence, 174 Dix Creek Road, Swansboro, North Carolina AE Project No. 00159 Dear Terry: Attached please find modified site plans for the Martin Residence in Swansboro, North Carolina. All development has been removed from the 30 foot riparian area. I have attached three copies of the revised maps (Sheet C2). Please replace these maps in your CAMA Stormwater Management Plan previously submitted, dated April 8, 2002. Please continue with your processing of this permit. Should you have any question or need any additional information or assistance, please do not hesitate to call. '.E. DIVISION OF COASTAL MANAGEMENT NCDENR NoRTN GRouKA DEAmR"eNT or ENVIRONMENT AND NATURAL RESOURCES 151-B HWY. 24, HESTRON BUILDING MOREHEAD CITY, NC 28557 TELEPHONE: (252) 808-2808 _FAX: (252) 247-3330 TO: IA i L Y NEaLS' OFFICE: LEGAL A.NVERn seMEdY secr77&V TELEPHONE #: I 1 FAX #: r9/D 174�-w og35 FROM: ILiec ��►aeeE7�- • •► OF MANAGEMENT RE: 260/ I.CS46- dF 77/bA/ _V AlFaS DATE SENT: TOTAL NUMBER OF PAGES INCLUDIN OV .R S=: ;.3 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary Daily News February 8, 2002 Legal Advertisement Section PO Drawer 196 Jacksonville, NC 28541-0196 Re: Public Notice - Rodney and Patti Martin Dear Sir: Please publish the attached Notice in the February 13, 2001, issue of the Daily News. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice to Jaye Poole, NC Division of Coastal Management, 1638 Mail Service Center, Raleigh, North Carolina 27699-1638, Telephone (919) 733-2293. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Morehead City office (252) 808-2808. Sincerely, T. Barrett Coastal Management Representative tjb Enclosure cc: Ted Tyndall, District Manager 151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 \ Internet: http://dcm2.enr.state.nc.us An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper NOTICE OF FILING OF APPLICATION FOR CAMA MINOR DEVELOPMENT PERMIT Notice is hereby given that Rodney and Patti Martin have applied to the Department of Environment and Natural Resources for a Minor Development permit. The applicant is requesting to renovate their single-family residence located at 174 Dix Creek Drive in Swansboro, NC. Persons desiring to inspect the application, or to comment thereon, are directed to contact T. Barrett, Coastal Management Representative, NC Division of Coastal Management, 151-B Hwy. 24, Hestron Plaza II, Morehead City, NC, Telephone (252) 808-2808, no later than February 22, 2002. Comments received prior to that date will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modifications may occur based on further review and comments. Notice of the permit decision in this matter will be provided upon written request. PLEASE PUBLISH ON: February 13, 2002 �c P. 01 �c TRANSACTION REPORT �c FEB-08-2002 FRI 04:19 PM �c DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP FEB-08 04:19 PM 89103530935 46" 3 SEND OK 642 YINYWA NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Donna D. Moffitt, Director William G Ross Jr Secreta Mr. Kevin Avolis, P.E. Avolis Engineering PO Box 15564 New Bern, NC 28561 Dear Mr. Avolis: ry February 8, 2002 The NC Division of Coastal Management hereby'acknowledges receipt of your application for State approval for the minor development of the Rodney and Patti Martin property located at 174 Dix Creek Rd, Swansboro, NC. It was received on February 07, 2002, and appears to be adequate for processing at this time. The projected deadline for making a decision is February 22, 2002. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property; or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made, and if additional information is required, you will be notified. Please contact me if you have any questions. Sincerely, T. Barrett Coastal Management Representative tjb Enclosure cc: Ted Tyndall, District Manager 151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: http://dcm2.enr.state.nc.us An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post consumer Paper \�tl'1'II = i = C Lii A OLIS ENGINEERIN,-;, P.A. P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633-0068 June 11, 2001 Via: CERTIFIED MAIL Jesse F. Richardson, Jr. 170 Dix Creek Road Swansboro, NC 28584 RE: CAMA Permit Application, Mr. Rod Martin, Dix Creek Road, Swansboro, NC Dear Mr. Richardson, Attached please find a copy of the CAMA Permit Application and supporting calculations associated with the proposed renovations of Mr. Rod Martin's residence located at 174 Dix Creek Road in Swansboro, North Carolina. Mr. Martin is required by regulations to notify abutting property owners of the proposed action. Any comments or questions you have relating to the proposed action can be directed to the undersigned or to the local CAMA Permitting Officer, Ms. Andrea Frazier at the Onslow County Building Inspections Office at 604 College Street in Jacksonville. incerely, i Avolis, P.E. President cc: Mr. Rod Martin ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. lrticle Addressed to: r '�� �e55e �. R�Cila�dsa l�al a r o i�otLd P 1Z>1Lkd ley, N- C - ag 333 oor S-9 COMPLETE• ON DELIVERY A. Received by (Please Print Clearly) [BKate of Delivery �a C. Si ature //,� ❑Agent `z`" ddressee D.D. Is cfelivery address different from item 1? Yes If YES, enter delivery address below: ❑ No L.. F Z J ti '! 200 3. Servic,Q-Type Er Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) rI0°l9 5400 0011 lbb'-1 I q4S I PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • F�v �t; s E � P �• ►nee,ranv�, �5 w:� �•i-i-=� �•:� f„f,if„f„i,i„ii,,,,,fi,i,i„i,f„fi,,,i„i,if,,,i„1i„I,f A. OLIS ENGINEERIN ,;, P.A. P.O. Box 15564 - New Bern, North Carolina 28561 - (252) 633-0068 June 11, 2001 Via: CERTIFIED MAIL Mr. J. R. Pelletier Post Office Box 5436 Jacksonville, NC 28540 RE: CAMA Permit Application, Mr. Rod Martin, Dix Creek Road, Swansboro, NC Dear Mr. Richardson, Attached please find a copy of the CAMA Permit Application and supporting calculations associted with the proposed renovations of Mr. Rod Martin's residence located at 174 Dix Creek Road in Swansboro, North Carolina. Mr. Martin is required by regulations to notify abutting property owners of the proposed action. Any comments or questions you have relating to the proposed action can be directed to the undersigned or to the local CAMA Permitting Officer, Ms. Andrea Frazier at the Onslow County Building Inspections Office at 604 College Street in Jacksonville. Sincerely, Ke in Avolis, P.E. Vic -President cc: Mr. Rod Martin ■'Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: 6 Q 3L SCAG kSDnuk l Ie.( nc a gS A. Received by (Please Print Clearly) I B. Date of Delivery C. ❑ Agent D. I ivery address different from item 1 Yes , f, S, enter delivery address beloCO z 3. Service Type mortified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 1.4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article umber (Copy from service label) r, 699 3 qcD Db I I OG39 y y. %a - PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952 UNITED STATES POSTAL SERVICE First -Class Mail ' Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • >�v��i5 �n���eer�no�� .� • (� e� ern, ci . C • a g s to 1 North Carolina Department of Environment and Natural Resources • A Division of Coastal Management -` Michael F. Easley, Governor NCDENR, William G. Ross Jr., Secretary Donna D. Moffitt, Director June 27, 2001 Rodney and Patti Martin 174 Dix Creek Rd. Swainsboro, NC 28584 Dear Rodney and Patti Martin: I am writing to you with regard to the Minor Permit application you submitted to the Onslow County Inspections Department, for preliminary review of the expansion of the residential development on your property at 174 Dix Creek Rd. in Onslow County. The application is incomplete in its preparation, and requests development that is inconsistent with current guidelines. For the following reasons, I cannot accept the application for processing at this time: 1) The application fee is now $100.00, not the $50.00 submitted. 2) Your stonnwater calculations are based on the combined square footage and impervious areas of two parcels of property. These calculations must be based on the specks of the subject property only. 3) The "innovative, design" stormwater plan devised to exceed 30% impervious area must state that the result is the same in effectiveness as if the property were left 70% pervious 4) Your stormwater system and other development are located within 30' of the normal high water contour line. The Coastal Resources Commission approved a buffer of 30' from the normal high water line for all non water - dependent development, effective August 01, 2000. Non water -dependent development is any development that can serve its function without being located over the water. 5) The normal high water line on the plat is incorrect. Although it may be accurate for an actual "mean high water line," it is not the location of the high water line currently, reflected in our rules as the normal high water line. This line corresponds with the bulkhead for the preponderance of the property, to the point of the new pier. At that location, the normal high water line follows the landward end of the Smooth Cordgrass marsh. If you would like help in locating this line for survey purposes, I will be glad to meet with ypu or your surveyor. 6) The concrete cap on the bulkhead is actually a sidewalk. This must be adequately reflected on the plats (it scales to <1' in width, while the actual width if 2.5'-3' in width). This feature will count towards your impervious surface coverage. Also, the bulkhead on the plat terminates 60' short of the property line, while in acivality the structure extends to the property line. 7) The application itself is incomplete; several pertinent questions are left blank. When you have addressed the above items, you may resubmit your application package, and I can begin processing. I am enclosing a copy of 15A NCAC 07H .0200, the guidelines for the estuarine system. If you have any questions, please feel free to call me. Sincerely, T. Barrett cc: Avolis Engineering, PA. Ted Tyndall, DCM Andrea Frazier, Onslow County Inspections Morehead City District \ 151-13 Hwy. 24, Hestron Plaza H Morehead City, North Carolina 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 \ Internet: http://dcm2.enr.state.nc.us AN EQUAL OPPORTLFNITY 1 AFFIR.MATIVE ACTION EMPLOYER — 301'o RECYCLED / 10% POST CONSUMER PAPER AVOLIS ENGINEERING, P.A. P.O. Box 15564 New Bern, North Carolina 2856J.__t_(252)_63370068 'A 0R4-6 20024 �` E April 15, 2002 Ms. Terry Barrett NCDENR - Division of Coastal Management Morehead City District 151-B Highway 24, Hestron Plaza II Morehead City, NC 28557 RE: Rodney and Patti Martin Residence, 174 Dix Creek Road, Swansboro, North Carolina AE Project No. 00159 Dear Terry: Attached please find two copies of the modified CAMA Stormwater Management Plan for the Rodney and Patti Martin Residence located at 174 Dix Creek Road in Swansboro, North Carolina. Revisions have been made to this plan to properly delineate the normal high water line as well as the extent of the 30' buffer area. The proposed development has been slightly modified to ensure that no areas within the buffer area are disturbed. It is requested that the Division of Coastal Management continue with the processing of the CAMA permit application for the proposed construction. Should you have any questions relating to this matter, please do not hesitate to call. Sincerely, K m Avolis, P.E. ce-President cc: MBF Architects Mr. Rod Martin Mr. Kevin Avolis, P.E. Avolis Engineering PO Box 15564 New Bern, NC 28561 Dear Mr. Avolis: VJI -A Ti - The NC Division of Coastal Management originally accepted your application for State approval for the minor development of the Rodney and Patti Martin property located at 174 Dix Creek Rd, Swansboro, NC as complete. It was received on February 07, 2002, and processing began. As we discussed on the telephone, I visited the site with your revised application today. Unfortunately, I must place your application in abeyance until such time as the normal high water contour shown on the plat is depicted accurately, and the development proposed is consistent with the rules regarding the 30' buffer from this line. The nhw line shown on the plat is 5'-8' waterward of the bulkhead, which defines the high water mark at this site. This greatly,affects your proposal, as you have proposed development up to the 30' buffer line. The plat states that the nhw contour was approved by CAMA. This has not been done. Please revise your plat and proposal to reflect the nhw line as the bulkhead up to point L18, as we discussed. When you re -submit, we should be able to proceed with a decision quickly. Thank you for your cooperation. Please contact me if you have any questions. Sincerely, T. Barrett Coastal Management Representative tjb Enclosure cc: Ted Tyndall, District Manager mm AVOLIS ENGINEERING., PA PO Box 15564 • New Bern, NC 28563 (252) 633-0068 Fax (252) 633-6507 = = m m m m = = = = = m m m m = m m m C APR 1 6 2002 CAMA STORMWATER MANAGEMENT PU RODNEY & PATTI MARTIN RESIDENCE 174 DIX CREEK ROAD SWANSBORO, NC 28584 PREPARED FOR: RODNEY & PATTI MARTIN 174 DIX CREEK ROAD SWANSBORO, NC 28584 PREPARED BY: AVOLIS ENGINEERING, P.A. P.O. BOX 15564 NEW BERN, NC 28561 f May 23, 2001 Modified January 2, 2002 Modified April 8, 2002 VtfAL 15738 �NciraE� •��, TABLE OF CONTENTS APR 1 6 Z0o2 1.0 PROJECT DESIGN........................................................................... 2.0 OBJECTIVE.......................................................................................................................1 3.0 EXCESS STORMWATER RUNOFF TREATMENT METHODS ..............................2 4.0 CONCLUSION...................................................................................................................3 Appendices ndices Appendix A - CAMA Minor Development Permit Appendix B - Calculations Appendix C - Drawings i j ' APR 16 Z002 1.0 PROJECT DESCRIPTION This project includes the renovation and expansion of an single -fa Counsi;ence= owned by Rodney and Patti Martin located at 174 Dix Creek Road, North Carolina. Mrs. & Mrs. Martin presently reside at this address. A three-story residential structure currently exists on the property. Included in Appendix C are property surveys and existing and proposed development maps for the proposed construction. isting construction is located within then 61% of the 75 7 Area A portion of the exet CAMA Environmental Concern. A total of 5,283 square feet, or 3 AEC is currently covered by impermeable surfaces including buildings, concrete drives, decks and boat ramps. With the proposed 'le construction,8 118 square amount t or 47.03%of bof the surfaces on the subject property will be increased to total property area inside the 75 foot CAMA AEC. and n of the sting dwelling The proposed construction includes the ' renovation x patio areas and a swimming pool located on the subject property. Covered and uncoveredP will be constructed as a part of the proposed construction. Additional construction will be completed outside of the 75 foot CAMA AEC limit. Since land disturbing activities and developmenwill occur within the C75 foot AMA minor A AEC, a LAMA minor permit application is required. permit is included in Appendix A of this report. Additionally, since the percentage of impervious area located within the 75 foot 'water CAMA off�e tment of runoff from then excess management plan is needed to address the met xecu ion of this pro impervious areas above the 30.0%limit. Specifically,C�thAe eC of 47.03%S The excess ject will result in a total impervious area inside the 75 foot impervious area inside the 75 foot CAMA AEC is to comply with CAMA requirements, the stormat r runoff from4impervioussquareeareas n order 1 excess of 30%, in this case 2,940 square feet must be treated to ensure that the water ' quality is not degraded as a result of the completion of the project. ' 2.0 OBJECTIVE vide a The objective of this CAMA Stormwater Management riatter runoPlan ff requirements els to mens within the means for compliance with the CAMA excess ' 75 foot AEC. Specifically, a means of stormwater treatment is proposed to manage the additional runoff associated with an increase of impervious area of area created by this p oje0ct�n excess of This impervious area represents all impervious ' the 30% CAMA limit. 3.0 EXCESS STORMWATER RUNOFF TREATMENT METHODS 1 1 The topographic survey, presented in Appendix C for the subject property, prepared by Charles A. Rawls and Associate, of Swansboro, North Carolina clearly depicts that there is significant existing topographic relief on the subject property in the area of the concrete 1 drive and concrete boat ramp towards the concrete boat ramp and Queen's Creek. Presently, stormwater runoff from the house and concrete drive area are discharging across the concrete pavement down the concrete boat ramp and directly to Queen's Creek 1 with no treatment. As a part of the construction, it is proposed that a subsurface absorption trench be 1 constructed along the southern and western sides of the subject property. These absorption trenches will be utilized to collect and treat, through absorption, runoff from the concrete drive and a portion of the house. Included in Appendix B are calculations 1 depicting the design of the subsurface drainage system. 1 The Onslow County Soil Survey was consulted to determine the soil types present on the site and to determine the approximate rate of infiltration for the soils on the site. The soils survey indicates the primary soil type on the site to be a Marvyn Loamy Fine Sand. 1 The soil survey indicates that the permeability rate for this soil is between 0.6 and 6 inches per hour to a depth of 12 inches. A visual inspection of the soils on the site revealed soil conditions consistent with the Marvyn Loamy Fine Sand soil description 1 contained in the Onslow County Soil Survey. As a means to ensure a conservative design, a permeability rate of 2.0 inches per hour was selected as a basis for design of the infiltration swale. The system was sized to handle the first 1 %2 inches of runoff from 1 2,940 square feet of impervious area. The first 1 %2 inches of runoff was selected as a basis of design to agree with the State of North Carolina Stormwater Regulations for discharges to SA Waters. 1 As depicted in the calculations, a total of 110 linear feet of 4 foot wide absorption trench will be required to treat the 331 cubic feet of stormwater runoff generated by the 2,940 1 square feet of additional impervious area within the 75 foot CAMA AEC. The runoff will be collected through a roof gutter system and a trench drain installed across the concrete boat ramp area and a yard inlet as depicted on the Proposed Condition Site Plan 1 included in Appendix C. Each of these collection features will discharge to the absorption trenches as shown. The new concrete drive area will be graded along the existing topography to drain to the structures and ultimately through the subsurface 1 drainage system. During periods of intense rainfall, the absorption trenches will be inundated; however, the first 1 %2 inches of runoff from the impermeable surfaces draining towards this collection system will be collected and treated. Excess runoff will 1 overflow to vegetated areas or down the boat ramp as it presently does. ni ' E APR 16 2002 { 4.0 CONCLUSION Excess stormwater runoff will be generated as a result of the creation of an additional 2,940 square feet of impermeable surface from the proposed renovation and expansion of the Martin Residence. The proposed stormwater improvements will result in the treatment of runoff from 2,940 square feet of impervious area. The proposed design is considered an innovative method of treating stormwater runoff for the project and meets the intent of 7H.0209, Paragraph E2 of the Coastal Area Management Act. The proposed ' design will provide the same level of effectiveness as if the property were left 70% pervious. 3 v XICLKUJJV -7nn-; !4 T ?Jda 1 APPLICATION FOR AF'K i 6 uu C A OR . _-DEVELOPMENT_. - PERMIT In 1974, the North Carolina General Assembly passed the Coastal Area Management Act and set the stage for guiding development in the fragile and productive areas which border the state's sounds and oceanfront. Along with requiring special care by those who build and develop, the General Assembly directed the Coastal Resources Commission (CRC) to implement clear regula- tions which minimize the burden on the applicant. This application for a minor development permit under CAMA is part of the Commission's effort to meet the spirit and intent of the General Assembly.- It has been designed to be straightforward and require no more time or effort necessary from the applicant. Please go over this folder with the Local Permit Officer (LPO) for the locality in which you plan to build to be certain that. you understand what information he or she needs. Under CAMA regulations, the minor permit is to be issued within 25 days once a complete application is in hand. Often less time is needed if the project is simple. The process generally takes about 18 days. You can speed the approval process by making certain that your application is complete and signed, that your drawing meets the specifications given inside and that your application fee is attached. Other permits are sometimes required for development - in the coastal area. While these are not CAMA-related, we urge you to check with the Local Permit Officer to determine which of these you may need A listing is included on page 2 of this folder: = W Y. ! e appreciate your cooperation with the North Carolina Coastal Management Program and your willingness to build in a way which protects the resources of our beautiful and productive coast. Coastal Resources Commission Division of Coastal Management ILocality Permit Number GENERAL INFORMATION LAND OWNER Name i pFK i ti LUuc i i Address 174 Dix Creek City Swanchoro State Nc Zip 28584 Phone (91 0) - 3n AUTHORIZED AGENT Name_Avolis Engineering, P.A. Address P.O_ Box 15564 City New Pern State NC Zip 28561 Phone (252) 613-0068 LOCATION OF PROJECT 174 Dix Creek Road ' (Tf rCt oceaTnfr.2nt is x-at-1T 0dv lateral or 7ann) doh Natural ' DESCRIPTION OF PROJECT Construction / Renovation of Single -Family Residence ' AREAS OF ENVIRONMENTAL CONCERN (AEC) CLASSIFICATION (To be filled in by the Local Permit Officer prior to completing application.) ' Ocean Hazard x Estuarine Shoreline ORW Shoreline Other PROPOSED USE ' xx Residential Commercial/Industrial Other CII SQUARE FOOTAGE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT -UPON SURFACES (such as driveways, etc.) within 75 feet of the shoreline (575 feet ofanORW shoreline) 5,256 SF (Existing), 8,118 SF (Proposed) SQUARE FOOTAGE OF TOTAL FLOOR AREA OF BUILDING 4,320 SF, see plans for summary SQUARE FOOTAGE OF SITE 20,725 SF OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA minor development permit. As a service we have compiled a listing of the kinds of permits that might be required. We suggest you check over the list with your LPO to determine if any of these apply to your project. Zoning, Drinking Water Well, Septic Tank (or other sanitary waste treatment system), Burning, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and others. STATEMENT OF OWNERSHIP I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person listed as landowner on this application has a significant interest in the real property described therein. This interest can be described as: (check one) - an owner or record title, Title is vested in Rodney & Patti Martin , see Deed Book page in the onslow County Registry of Deeds. ' an owner by virtue of inheritance. Applicant is an heir to the estate of probate was in County. if other interest, such as written contact or lease, explain below or use a separate sheet and attach o�this�--�� -; application. , € o Deed Book 733, Page 434 i NOTIFICATION OF ADJACENT PROPERTY OWNERS "--- j I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAME permit. (Name) (Address) (1) Jesse F. Richardson Jr 170 Dix Creek Road, Swansboro, NC 28584 ' (2) a Pnct• Offi nc Rnv Q 6, Jacksonville NC.' (3) 28540 ' (-1) FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS: ' I acknowledge that the land owner is aware that the proposed development is planned for an area which may be susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the particular hazard problems associated with this lot. This explanation was accompanied by recommendations ' concerning stabilization and floodproofing techniques. PERMISSION TO ENTER ON LAND ' I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer and his agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. ' This application includes: general information (this form), a site drawing as described on the back of this ap- plication, the ownership statement, the AEC hazard notice where necessary, a check for $50.00 made payable to the locality, and any information as may be provided orally by the applicant. The details of the application as 'described by these sources are incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation of any permit. Any person developing in an AEC without a per- mit is subject to civil, criminal and administrative action. 'This the hr�day of �_ f'� ,19,25g Z- 1 Land owner or -person authorized to act as his agent for purposes of filing a CAMA permit application. a SITE DRAWING/APPLICATION CHECKLIST Please make sure your site drawing includes the following information required for a CAMA minor develop- ment permit. The drawing may be simple and not necessarily to scale. The Local Permit Officer will help you, if requested. PHYSICAL DIMENSIONS ' x label roads _x label highways right of ways x label local setback lines ' x label any and all structures and driveways currently existing on property PHYSICAL CHARACTERISTICS ' x draw and label mean high water mark a x draw location of on -site wastewater system APR ZU02 j 3 If you will be working in the ocean.hazard area: draw and label dune ridges (note height) I draw and label toe of dune identify and locate first line of stable vegetation ' draw and label setback line under CAMA draw and label topographical features (optional) If you will be working in an estuarine shoreline area: ' x draw and label landward limit of AEC • describe terrain (slope) R �I DEVELOPMENT PLANS x draw and label areas that will be disturbed x if a house is to be placed on lot, describe location of house note size of piling and depth to be placed in ground draw and label all areas to be paved or graveled x describe composition of surface _• note and list fullv all trees and vegetation to be removed or relocated _}Z show landscaping NOTE TO APPLICANT Have you: *completed all blanks and/or indicated if not applicable? *notified and listed adjacent property owners? *included your site drawing? *signed both application and statement of ownership? *enclosed the S30.00 fee? *completed an AEC Hazard Notice, if necessary? FOR STAFF USE Site Notice Posted Final Inspection Fee Received Site Inspections Date of Action: Issued Exempted Denied Appeal Deadline (20 days) L L L APPENDIX B 1/Z/0 2- f� /Kl4 �.a-r►w i'}'1 C,�►(.wL►a't'tOw� _ .__. __ .._ • . ' ScA rs h-c'o, G r i l i e pen Z • C� X rl iv 5 Dw e"P 15 71 �ts ID SU449'" ` ' 7a Low R z►�s, 4 2s' A 7s' ' I7,. 26L5 PAopoSOD. pae,)D Ls Arm S ' U.S j�c�i��� S — �d S S r Pr" n� - T2c ve- !. �Lrs/ ��LCttr�'R+.� -- 3 1 5 _ or"72c�►sF 1 b3� g�v l{.703� AoD-n%,,jOt'j,_. A 264 ; 002 Klo C *(r, io- Sx1sfs: Lj,�Ll v `- � r.,,a" CuzrTmta 'Mz S�nMw z 'b�s�-+�►�n2c�g n-1 t,-.,AT&as vot uµr, Of I�x�D Y O. C?b Cap-sc•Yvc..rt; (,(5�- �]�so ��na•�.� 1.�� � j err ON Su-.j �311t N Sol C. 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J ' l r• ` !� I ft'`;,• kFJ li �,il�r 7ltikf'�f 1a �:11!t �;R`rj7i� ��.���J�rii t7l! o 1`r ! ) �, ��� i ',( -�i1 L rl�I1t1*��{ i r, rr�4) r�-�I itr S{Ir ,lr c'e l��;y,1 [i�i�11•� 7� ��y r t r 1�1 l 1 y /• / 7!�Ir+i ' rt a 1 " '1 1tS•` f. f" Ip�;4('.ft�: t!`•51.�'/� YA�Jt t1rlJ � 1 �1'yA� ^f1l;t�`, `I�tS1,r.I rlr ..>�! tis.t� f�r /•M;(' i J'f }� ►1`» ---SI f7 � �'I� �`�i..(`4�S'.%•!il{t4f�,:. It,ri 4tlfi''k(t� r� �ii ---- --- -- �.•.... �I 7 t .. .. :, jJt. ) •�' �J�ltA1 ' W `'tt ;! 1;�, � il/tCi 'l�+ �,•i {h1r,, .;;gi�pp )) • � rr�r..!! C" _,. _.—. _— , ,�-..#!' �� �N i'4 �' 4t1f JXp!tiilY •�'' r( .,,: rJ. '.: 1 R.. �1 „f � 1 7(,+j ! (14 lri�il7'')r7�J{�tN � i� � �f 4 1 looms Monson ■F_.T ,� 1 n 1 ■M®eM®MI®MMMMM CROSS SECTIONAL VIEW CHANNEL WITH IN -LAY TYPE GRATE IN CONCRETE FLOOR SLAB OR PAVEMENT. SUGGESTED SPECIFICATIONS ,--6 — -j LYLOCK PRODUCT: Trench drains shall be the PolyDrain BUILT-IN LOCK System as as furnished by PolyDrain Canada, BLOCK WITH LOCK INLAY LOCK POLYDRAIN BEDDING CONCRETE- Ii1C. (416) 479-2184. STRAP &BOLT\GRATE_ DOWN BOLT I CHANNEL /MINIMUM 4• ALL AROUND MINIMUM 'CD::ci,'.-.:.� •<• ,^;moo SOIL SUBGRAO CROSS SECTIONAL VIEW CHANNEL WITH HDC FRAME AND GRATE IN TWO -LAYER FLEXIBLE PAVEMENT � CONCRETE TRENCH DRAIN CHANNELS: Shall be made of - F OOR precast polymer concrete with a top width of 6.1 ;i PAVEMENT inches, radiused bottoms and nominal lengths of 1/2 or 1 meter. All channels shall interlock with tongue t - and groove connections with adjoining channels. Each channel shall have four horizontal anchor- - ing ribs.to mechanically lock the channel into the f`. floor slab or pavement. i rt ,A Ii ?002 I Channels shall have available vertical cut outs for 4' or.6"Idisc,arae and available 4" or 6" horizon - "'I tal outlet end caps. Channels shall have a built- -- _ in -bottom- slope of .6%, or be non -sloping, as shown on plans. REMOVABLE CAST IRON BEDDING CONCRETE - HOC Is L72 CST IRON FRAME MINIMUM 4' ABOVE CHANNEL EDGE GRATE (CUSS 30) (CLASS 30) BALL AROUND am SOIL f' 2 LAYER PAVEMENT CHANNEL GRATES: Should be PolyDrain made of . Grates should be securely locked down with built-in channel lock blocks. Locking mechanism shall be designed so as to provide an obstruction -free trench for maintenance and cleaning as well as to prevent concrete from entering channels dur- ing installation. :�'�5• INSTALLATION: Trench drains shall be installed : ,' .. )L ICL �ccarcance wan manufaciurer's details. POLYORAIN A minimum of 4 inches of concrete shall be placed CHANNEL beneath each channel. MINIMUM iCa:'Oa:':�:..• 4• was.: �� CATCH BASINS: Shall be precast polymer con- crete [PolyDrain 7 900, 901, 610 or 611] with gal- vanized stael trash buckets. Any trench drams entering catch basins shall interlock fully with tongue and groove connections. The information presented in this brochure is intended as a brief introduction to 7 ne PolyDrain System. A NOTE TO SPECIFIERS: Where corrosive envi- comprehensive 3-ring binder with complete design ronments are anticipated, joints between channels data, specifications and detail drawings is available should be sealed with an adhesive appropriate through your local PolyDrain representative or by call- for the channel material (polyester or vinyl ester) ing (416)-479-2184 and- environment.` See the PolyDrain- Chemical - Resistance Guide for additional information. I L% POLYDMN PolyDrain Canada, Inc./145 Konrad Cresent, Unit 11 /Markham, Ontario L3R 9T9/416-479-2184 A product of ABT, INC./P.O. Box 837/Murdock Road/Troutman, N.C. 28166/704-528-9806 Printed in U.S.A. GP4-C-690 4 nnnnnmm�nnnnn nennnnnnnnnnnn ft El so nnnnnnJWU 1 1 :=1 in MODULAR CONCEPT PolyLocks'" provide a fool -proof s LIB method of positive grate lockdown.�.; -- Large catch basins have preformed cutouts for insertion of channels and 6" outlets. _ = Po!ySeat3 I 3 = brackets Polyurair.'- channeis have c nirror- =S insure proper like fin :s' teal ma-�es then vlr:;Y alignmenial! = t __ mainferarce-free = and elevation during installation. 0 Ve. ,,:! Ouf!et cis:, _ ^es over twice the fluic a 4" outlet. s:anca.d channels Re_pinc fluids moving anc c^eels c!ean. nnnlnnnunnnnn!In!un!u!!In!!I!u!!!nunuulnnnnnunnnnnnunlnnlI1-11 11 Anchoring ribs mechanically lock the channei into the floor slab or pavement. IIIIIIOIIIIIIIIII1111RIIII1111i111111111111111111111 APR 1 e 2002 Small catch C-c-sins provide trash We^ticn and a foul air trac is available. 3 C i®v■■■■�■■■■m■ DESIGNED FOR SIMPLICITY The PolyDrain System is a modular, presloped trench drain system, designed to provide a simple yet cost- effective alte,miative to cas in oiace concrete trench drains, both interior and exterior. Consisting of a o,.es of 3 sioping channels, the PoiVDralnvSvstern elimin=ies ii-e drudgery Of the de- sign and constructlor: of the complex form work nor- mally associated wit: l trench drains. This inherent simolicity o iers desi! n=..s, contractors, and owners a much more economical and efficient surface drainaoe system. Grans and covers are availabie for all types of traffic, from pedestrians to high-speed, heavy aircraft. A mul- titude of accessories is available including vertical and horizontal outlets, catch basins, and even sidewall ex- tensions which allow trenches of up to 300' in length sloping continuously in one direction. The PolyDrain System is truly "The Simple Solution To Surface Drainage': ENGINEERED FOR PERFORMANCE PolyDrain channels and catch basins are composed of an advanced formulation of select quartz aggre- gates and inert mineral fillers bonded together with Polyester resins. This plastic bonding explains their superior quality in terms of physical strength and du- rability. We call this PolyDyn. i APR 6 2002 er"s"s :p=rior r=:..stances to �rtear ans abr PolyDyn c sion. It is 3-5tiiiles stroh-=r" nan conventicnal con- crete and i,as les ,Ilan 0.%�.. aCsorDtiOn. i nis Provides resistance to freeze -thaw action. PoivDvn is ;.oe I fcr applications requirinc alkali, salt or peirc e^ ical resistance. The hiohe.r c3 b�ire..sive of PoivDv- cI anneis to be constr-Ic-e-. '.vith iic_i ter `h'ai !his strenC `1 for eii inn. - ....- -ed Tor heaW- tion equicmeni. makii o ii meal fOr E CIVe'siiV CT aoolicatior;s. PolyDrain ci,aniteis are also engineered to -. I imum hydraulic ic.e.,cy. Un`.i.1.e .. e,es "olVDral; i 'lei tie:j . gave a . eialiVely i ar(O'W ill i i coupled with a built-in slope and radiuses coi- tom. The result is a ilohter iess expensive cnani eI whic'1 can move fluids at up to 10 times the velocity of other drainage systems. This produces a self-cleaning ef- fect thus eliminating channel blockade and mini- mizinc ,,,aintenance. The self-cleaning qualities of the PolyDrain System move waste and debris throueh the channels into catch basins equipped with trash buckets. These trash buckets are easily removed and emptied as neces- sary. It all adds up to the most advanced, well - engineered and economical system available today. For applications requiring resistance to particularly aggressive chemicals, The PolyDrain System is avail- able in a special version known as PolyChampion. PolyChampion is made from vinyl ester resins, rec- ognized for their excellent resistance to heavily con- centra.cc' and co-resive „a!s. A W a N/F J.R. PELLETIER DB 426, PG 658 SsssO, '0I 0040 N/F \ JOHN JAY DUDLEY DB 571, PG 279 ON EE ,. DA SITE DATA: PROPERTY OWNER: RODNEY & PATTI MARTIN 174 DIX CREEK ROAD SWANSBORO, NC 28584 (910) 326-2300 PROPERTY ADDRESS: 174 DIX CREEK ROAD PROPERTY DEED REFERENCE: DEED BOOK 733, PAGE 434 (PARCEL 1) CONCRETE BULKHEAD i� i • . GRASS v i Q. FRAMED NEW TRENCH DRAIN GRASS NEW o TRENCH YARD INLET DRAIN RIM=7.0' INV=4.6' O� ' 30 LF ABSORPTION TRENCH `C`F� 'l1q q N/F RODNEY & PATTI MARTIN `��ij DB 402, PG 689 G PROPOSED SEPTIC / .00. SYSTEM AREA o 80 LF ABSORPTION TRENCH N/F JESSE F. RICHARDSON, JR DB 297, PG 280 NOTE: 1. THE CONTRACTOR/OWNER SHALL MARK THE 30' BUFFER LIMIT IN THE FIELD BASED UPON THE NORMAL HIGH WATER LINE AS DETERMINED BY CAMA. NO LAND DISTURBING ACTIVITIES SHALL OCCUR ON THE WATER SIDE OF THIS BUFFER LINE PROPERTY BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY MAPS DATED FEBRUARY 26, 1997 & SEPTEMBER 7, 1999. SUMMARY OF IMPERVIOUS AREAS INSIDE 75' AEC PARCEL 1 EXISTING PROPOSED TOTAL LOT AREA 20,725 SF 20,725 SF TOTAL LOT AREA INSIDE 75 AEC 17,261 SF 17,261 SF HOUSE BUILDINGS 902 SF 2,405 SF CONCRETE DRIVES WALKS 3,895 SF 3,591 SF TOTAL IMPERVIOUS INSIDE 75 AEC 5,283 SF 8,188 SF % IMPERVIOUS INSIDE 75 AEC 130.61% 147.03% TOTAL PROPOSED % IMPERVIOUS AREA INSIDE 75' AEC = 47.03% ALLOWABLE % IMPERVIOUS AREA INSIDE 75' AEC = 30.00% EXCESS % IMPERVIOUS AREA INSIDE 75' AEC = 17.03% EXCESS AREA INSIDE 75' AEC = 2,940SF (17,261 SF X 17.037.) 4RASS r �i �V% CA/?0'%,% STEAL s��tfl 15738 IN j''•.........•• ililllll NORMAL HIGH WATER LINE AT FACE OF BULKHEAD PROPERTY LINE GRASS 7 \ '\F - �M/` 2' EXISTING , CONCRETE BULKHEAD & SIDEWALK THREE-ST M DWELLING ® PRovIDE ROOF GU 2' 1 SYSTEM THIS 0 _PARCELe'11 DISCHARGE TO Qoo� �`Q J� 0 2' 0 L PAVERS / /GRASS �6' GUTTER DISCHARGE 2' PIPE PATH CLEANouTS / IN; 4RASS7 �i 1 MOD'LAYOUT JKAJ 1/2/02 2 CAMA COMMENTS AA 4/2/02 3 MODIFY LAYOUT JKA 4/8/02 4 MODIFY LAYOUT JkA 5/7/02 NO, DESCRIPTION BY DATE Revisions LINE DIRECTION DISTANCE L1 S34'10'00" W 5.71' L2 S56'19'21 "E 16.12' L3 N34'21'02"E 1 4.97' L4 S57'36'40"E 14.14' L5 N59'30'06"E 5.41' L6 S76'46'14"E 25.12' L7 S63'09'43"E 25.50' L8 S69'07'27"E 22.56' L9 S66'09'28"E 23.80' L10 S74'48'32"E 8.85' L11 N73'45'181 10.22' L12 S73'18'05"E 10.30' L13 S03'38'211 9.68' L14 N13'39'05"E t 10.7T L15 N12'01'16"E 17.49' L16 S20'28'31"W 26.98' L17 N39'09'25"E 28.93' L18 S71'08'19"E 8.36' L19 N35'09'09"E 35.42' L20 N43'07'00"E 21.03' 12 i a d z EXISTING FLAG POLE/FOUNDATION (/-) TO BE REPLACED Li �QI) i y V O NORMAL HIGH WATER LINE z U W AT FACE OF BULKHEAD I O z Q L.Li Iy � � w � z C)Iz � O w O Q Q O O Nss, I��`� i i i • i ` NORMAL HIGH WATER LINE U �g6/• �Y "� l� � Q W � iiiiiiiii �G�- � Q C) C) w i i i i i `yORMALi IGH WATER LINE Q\ i i i i .ATiFAC OF BULKHEAD a� iiiiiiiiiiii ck� N iiiiiiiiii � � F— iii i i i CY Q n U W (J-) U m Q z C) � rz GRAPHIC SCALE , v n o 20 0 10 20 40 so Q � W c/-) W r'S T z ( IN FEET) _ z 1 inch - 20 ft. �n A H O z U) ►Wa � w 0-4 U) A w'L �04(0 � I � M U z•� Z rn M 0I c .:° N W ZN F�-1 W N w ° m" uj Z E Z ``a u; ,L 00 wCOO W LOO , �M U1 O '> m N o `n �04 C)U IIR O Z A a O U O � w��O a QW O 0110 WWwz a U �..; I Z z z �A�D �-•, H O Z O 14 .1 O 00159.DWG SITE DATA: PROPERTY OWNER: RODNEY & PATTI MARTIN SWANSBORO, NC 28584 (910) 326-2300 PROPERTY ADDRESS: 174 DIX CREEK ROAD PROPERTY DEED REFERENCE: DEED BOOK 733, PAGE 434 (PARCEL 1) F OFF Sys CONCRETE. BULKHEAD S• / GRASS SUMMARY OF IMPERVIOUS AREAS INSIDE 75' AEC EXISTING PROPOSED TOTAL LOT AREA 20,725 SF 20,725 SF TOTAL LOT AREA INSIDE 75 AEC 17,261 SF 17,261 SF HOUSE BUILDINGS 902 SF 2,405 SF DECKS 486 SF 2,122 SF CONCRETE DRIVES WALKS 3,895 SF 3,591 SF TOTAL IMPERVIOUS INSIDE 75 AEC 5,283 SF 8,188 SF IMPERVIOUS INSIDE 75 AEC 130.61% 47.03% TOTAL PROPOSED % IMPERVIOUS AREA INSIDE 75' AEC = 47.03% ALLOWABLE % IOE-RVIOUS AREA INSIDE 75' AEC 30.00% EXCESS % IMPERVIOUS AREA. INSIDE 75' AEC 17.03% EXCESS AREA INSIDE 75' AEC = 2,940SF (17,261 SF X 17.037) 1 MOD LAYOUT JKA 1/2/02 2 CAMA COMMENTS JKA 4/2/02 3 MODIFY LAYOUT JKA 4/8/02 4 MODIFY LAYOUT JKA 5/7/02 NO. DESCRIPTION BY Revisions DATE NEW TRENCH SEAL DRAIN C c, . . _ 41r i N/F �yy NGlNE�Q:•��� J.R. PELLETIER DB 426, PG 658 �~' �`�FC GRASS NEW o ¢ ��'rrrri�l 1 lNU►1w�\\\\,�� TRENCH , •. �"� YARD INLET DRAIN NORMAL HIGH WATER LINE RIM=7.0' INV=4.6' o� Q•. _ AT FACE OF BULKHEAD 30 LF ABSORPTION TRENCH . ON TORY FRAMED PROPERTY LINE DWELLI S0, Z- GRASS a a .�/F,c� GRASS EXISTING LINE DIRECTION DISTANCE L1 S34'10'00"W 5.71' L2 S56'19'21 "E 16.12' L3 N34'21'02"E 4.97' L4 S57'36'40"E 14.14' L5 N59'30'06"E 5.41' L6 S76'46'14"E 25.12' L7 S63'09'43"E 25.50' L8 S69'07'27"E 22.56' L9 S66'09'28"E 23.80' L10 S74'4832"E 8.85' L11 N7345'18"E 10.22' L12 S73'18'05"E 10.30' L13 S03'38'21 "E 9.68, L14 N13'39'05"E 10.77' L15 N12'01'16"E 17.49' L16 S20'28'31 "W 26.98' L17 N39'09'25"E 28.93' L18 S71'08'19"E 8.36' L19 N35'09'09"E 35.42' L20 N43'07'00"E 21.03' RODNEY & PATTI MARTIN `'1 �'�'� 4 `I CONCRETE DRIVE D�c 1'� `% 2 CONCRETE Z (-j C) G DB 402, PG 689 Q� �' ® BULKHEAD & EXISTING FLAG POLE/FOUNDATION F-- Cn _0 4, SIDEWALK GRASS TO BE REPLACED U — z n z 0 PROPOSED SEPTIC \ / -00. \ SYSTEM AREA ;SSS00 0000.0 /v 0 N/F JOHN JAY DUDLEY DB 571, PG 279 \ 'boo. / PROPERTY BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY MAPS PREPARED FOR ROD & PATTI MARTIN BY CHARLES A. RAWLS AND ASSOCIATES DATED FEBRUARY 26, 1997 & SEPTEMBER 7, 1999. 80 LF ABSORPTION TRENCH N/F JESSE F. RICHARDSON, JR DB 297, PG 280 NOTE: 1. THE CONTRACTOR/OWNER SHALL MARK THE 30' BUFFER LIMIT IN THE FIELD BASED UPON THE NORMAL HIGH WATER LINE AS DETERMINED BY CAMA. NO LAND DISTURBING ACTIVITIES o C) Ll-j THREE-ST M DWELLING SYSTEM GU 2' _ (./-) / DISCHARGE TTHISO o PARCEL.-�)l DRAIN y O � F— �NORMAL HIGH WATER LINE O W U • 0J AT FACE OF BULKHEAD -- D Z ;V/ � ^o � C):f P 2' Cl- LLJ GPiCD a- cry z • 1`'/ PAVERS / ch� = O J� � L GRASS W Z 6' GUTTER DISCHARGE PIPE ITH CLEANOUTS All 2 / ry � 'I'SSS • ��`� . NORMAL HIGH WATER LINECl- U l ' . (D c) yORMA'L, IGH WATER LINE O . • . . .AT-FAE OF BULKHEAD 1 a . A ry n F= -- w Q F . . . . . . . C U .•.W.y.y.+.y. Cl w • Q z o GRAPHIC SCALE v o 20 0 10 20 40 80 Q LL- W :2-t c/- o z w �=--� _- ( IN FEET ) 1 inch = 20 Et. ~ ?�E Z rn ILO E- O z W U CmNO. .'L°N°(D M C) Z•� Z M rn I- 4 c .:° a' L`' Z LO W °mv w -,x c Z �. o Lo O r, LE, L- F+1 M U) C,x0 (0 N "oN O foal O E-+ � A z Z OU O Q � W U O w x-1 a E 04 � Q W O wwaz a �x Z a'Q�D o E- 1--4 U) co O '-4 all O C 2 00159.bWG