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Home My WebLink AboutSW8890904_HISTORICAL FILE_19891017STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE �qyA 1p 1-1 YYYYMMDD Q` UADRANT SURVEYING, INC., P.A. Land Surveying RECEIVED Suits E08 River erS. MCourtt Plaza Blvd. Subdivision Manning Jacksonville, NC 28540 Subdivision Design OCT 1 b ggg 919-046-2067 INIM;nrton R vional o icj TO: Water Quality Supervisor --------------------------------------------- Division of Environmental Management --------------------------------------------- 7225 Wrightsville Avenue --------------------------------------------- Wilmington, N.C. 28403 Date: _ 10_12_89 -------- --- Mike Williams -_- Ref: __ Portofino ITEMS TRANSMITTED-------1 -copy- of _Covenants regarding Storm_Water regulatiQnB______________ ------------------- - THESE ARE TRANSMITTED AS CHECKED BELOW: [J FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑ FOR BIDS DUE REMARKS p AS REQUESTED ❑ FOR YOUR USE 19 ------ --Please -note- - that we -have-changed the allowable - square- - foot figure - from 3550 to 2405 ------------------------------------------------------------------------------------- in accordance with your suggestion -. ---I checked your figure and -I -am -in -agreement with_ it. I have already contacted the attourney for this project. He said that he will record,'_the_covenants_with the-2405 figure_ -Please insert your -figures -wherever_.---------- necessary -on- the submittal formPlease call if need addtional information. ----.------you------------- Thank you, -------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- .-- ^ -------------------------------------- Dominick S. Butch COPIES TO: Richard-J.._Seikaly-P.nrto£ino_Assoc. Bob _Kilroy_=_ProjectAtt4lxTn�X_. (H enclosures are not as noted, kindly notify us at once) Section 6. All additions or revisions to originally approved plans and specifications are also r bject to approval by the Architectural Committee. This includes changes to exterior color. Section 7. The Association shall not have any authority to require any modification to the interiors of residences not visible from outside of the dwelling. Section 8. No more than.2405 square feet of any lot as described in Section 2 above shall be covered by structures and/or paved surfaces, including walkways or patios of brick, stone, slate or similar materials. This covenant is intended to insure continued compliance with stormwater runoff rules adopted by the State of North Carolina and therefore benefits may be enforced by the State of North Carolina. ARTICLE VI PARTY WALLS Section 1. General Rules of Law to Apply. Each wall which is built as a part of the original construction of the homes upon the Properties and placed on the dividing line between the Lots shall constitute a party wall, and, to the extent not inconsistent with the provisions of this Article, the general rules of law regarding party walls and of liability for property damage.due to negligence or willful acts or omission shall apply thereto. RECEIVED OCT 1 tD 11980 Section 2. Sharing of Repair and Maintenance. The wti i° 0n regional 0ffic5 cost of reasonable repair and maintenance of a party wall shall be shared by the Owner who makes use of the wall in proportion to such use. Section 3. Destruction by Fire or Other Casualty. If a party wall is destroyed or damaged by fire or other casualty, any Owner who has used the wail may restore it, and if the other Owners thereafter make use of the wall, they shall contribute to the cost of restoration thereof in proportion to such use without prejudice, however, to the right of any such Owner to call for a larger contribution from the others under any rule of law regarding liability for negligent or willful acts or omission. Section 4. Weatherproofing. Notwithstanding any other provision of this Article, an Owner who by his negligent or willful act causes the party wall to be exposed to the elements shall bear the whole cost of furnishing the necessary protection against such elements. Section 5. Right to Contribution Runs With Land. The right of any Owner to contribution from any other Owner any holder, insurer or guarantor of any first mortgage ,that is secured by a Lot within the development. Section 6. Arbitration. Any controversy or claim arising out of or relating to this Article VI, or the breach thereof, shall be settled by arbitration in accordance with the Commercial Arbitration Rules of the American Arbitration Association, and judgement on the award rendered by the arbitrator may be entered in any court having jurisdiction thereof. ARTICLE VII USE RESTRICTIONS POOL L PT ID 0f�TOFINO SUBDIVISIflfJ T� F C4%._ X G' C U.N L R E- V F ..✓ - „ ti'.y lam,. 'i : �•! v TYF- I PORT-D F i Ni SUGDfVISf0�1 -3/07/9) State of North Carolina Department of Natural Resources and Community Development Wilmington Regional Office James G. IVlartin, Governor William \V Cobey, Jr., secretary DIVISION OF ENVIRONMENTAL MANAGEMENT March 29, 1989 Dominick S. Butch Quadrant Surveying, Inc. Suite I, River Court Plaza 106 S. Marine Blvd. Jacksonville, North Carolina 28540 Subject: Exemption From Regulations Project #880316 Portofino Onslow Dear Mr. Butch: 1301) Jamieson Regional IA•tanager Stormwater The Wilmington Regional Office received a copy of the plans for Portofino on March 21, 1989. It is the understanding of this office that an Erosion and Sedimentation Control Plan or a CAMA Major Permit was not required for your project, thus your project is exempt from stormwater regulations set forth in Title 15 NCAC 2H .1003. However, please be reminded that at such time as an Erosion & Sedimentation Control Plan or a CAMA Major Permit are required, a Stormwater Management Plan will be required. If you have any questions concerning this matter please call Mark Hawes or myself at (919) 256-4161. Sincerely, oRICINN1.. Wrgtli 9Y: G. WAYNE GM A. Preston Howard, Jr., P.E. Regional Supervisor APH: MEH: cfl cc: George Hillebrand Bill Mills iWiRO, CF 7225 V1,i htwille AVMLIC, \11Ilmin"am, \(— 28403-3696 • Mcphone 919256.1161 An G:Iual Uppurmnity Ailirnmtivc Action Grnployer UADRANT SURVEYING, Q , INC., P.A. Suite I, River Court Plaza Land Surveying 106 S. Marine Blvd. Subdivision Planning Jacksonville, NC 28540 Subdivision Design (919) 346-2067 RECEIVED MAR Z 7 1969 v.,.. 'l'Ji1ningtonJZe9l6n-;,1l fJ(!?c9 3-22-89 Mark Hawes Division of Environment Management 722S Wrightsville Ave. Wilmington, N.C. 28403 Re: Portofino Subdivision, Topsail Island, N.0 Dear Mr. Hawes: As I mentioned in today's telephone conversation, we did not make a storm water submittal on the above referenced project because we are exempt from the regulations. We are not required to submit for an erosion and sedimentation control permit or a CAMA Major permit. According to the regulations we are therefore exempt. We feel certain we could meet the low density option anyway. Therefore if we did submit the end result would be the same. Thank you for your assistance further. ------------------------- Dominick S. Butch, R.L.S. tep Please call if we can assist c Dear Sir: DIVISION OF ENVIRONMENTAL MANAGEMENT Subject: Project No. .`k( C aCounty The Wilmington Regional Office received a copy of the plans for :1..; on A�C�-t At this time your submittal concerning Stormwater Management is not complete The following information is needed to complete your submittal. For projects using density limits approach. A site plan that clearly indicates all built -upon areas (i.e., streets, driveways, walkways, building footprints, etc.). �=-Computations showing the percent built upon areas, both existing and planned. A copy of deed restriction(s) and restrictive covenants which include the State as a beneficiary. The attached submittal form should be completed for ` projects using the density limits approach. Other I" �_�, r�-1. _i.:-: �-� \c c: .-2'��"� \i=� C i\-:�l�r P.L C�I,A I N16�: For projects ,involving an engineered Stormwater Management System. _ Plan and profile drawings of the collection and/or disposal systems. Computations or other criteria used to support design of the system. _ Volume of runoff. _ Volume of containment/disposal system. _ Dewatering time of containment/disposal system. _ Length of vegetative filter strip needed. Other Supporting data concerning the hydrogeology of the site: _ Seasonal high water table. Infiltration capacity - saturated hydraulic conductivity. Other Drainage pattern(s) for design storm event, and drainage pattern(s) for runoff in excess of design storm event. A complete stormwater maintenance manual including responsible party, quantitative and qualitative criteria which would indicate when corrective maintenance is required, and a periodic maintenance table as needed. A proposed monitoring program for the system. Other This information should be received by this office no later than or your project will be returned as incomplete. Please be reminded that construction of the subject project may not commence prior to approval of the Stormwater Management Plan. We will make every attempt to assist you in any way we can. If you have any questions, please call A A R X f'YW'E=5 at telephone number (919) 256-4161. Sincerely, Donald Safrit Regional Water Quality Supervisor DS:trw cc: Bill Mills WiRO, CF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT NONDISCHARGE APPLICATION FORM ATTACHMENT PUMP STATION AND FORCE MAIN 1. Owner/Project Name (as shown on application): Portofino Associates, Ltd. / Portofino 2. Pump Station # 1 (Please submit a separate sheet for each pump station and a project location map showing the location of the pump station and closest creek, river, lake, etc.) 3. Number and size of pumps: Number 2 GPM 25 each Maximum Capacity of Station 3600 GPD 4. Check if provided at pump station: Alternate Power Source' X Wet Well Vented with Screen X Fillets in Wet Well X Air Release Valves (number) N/A Check Valves and Gate Valves X Security Fencing 7 Lockable Wet Well Cover - Area Light N/A 110V Convenience Outlet at Control Panel X Flood/Buoyancy Protection X High Water Alarms Audible X Visual X 5. Pumping cycles per hour at design flow rate: 4.2 5. Force Main: Diameter 2" Length 235' +/- Material PVC Minimum Cover 36" ]sigh Point 2.67 Low Point(-)4.20 Total Dynamic Head (Design) 11 7. Is pump station subject to flooding? 8. If yes, specify 100-year flood elevation Engineers Certification X Yes No 7.0 Feet MSL I Timothy N. Stewart , as a duly registered Professional Engineer in the State of North Carolina, hereby certify that the plans and specifications attached hereto ar��eef°P,t Aith the above summary. Signatu FA-2R (8-1-87) J` ISEAL 1d573 0y.y....... istration Number 14575 K 3 0 7 M NORTH CANOLINA NI;I'Ah'I'OI:N'f OF NA11JRAL RESOURCES ANN CONHUNI'1"7 It1:Vl:Lul'flf,r l' DIVISION OF ENVIRt INKN'I'AL HANA(;EHKNT NONOISCHARCF; APPLICA'HON FORA A'I"I'ACIC1h;N'I' GRAVITY SEWERS Owner/Project Nnme (Oa shown on rppllcnLLon): Portofino Associates, Ltd./ Portofino 11 Total length of sewer pipe (by diameter size): C Slope Minimum Ulmmnter l.nngth Mnterfal Fnctor M,InJmum Mnxlmum Cover (Inches) (Linenl Ft) (Inches) 8" 894 Truss 140 0.40% 0.52% 35" Mnnimum sewer rench length between manholes 312 lineal feet Does the Owner/Operator have the ability to clean this length X Yes_No Sewer subject to existing on planned trnffic beal:03 loads7 X Yes No Outside drop manholes provided where invert separations exceed NIA pent Maximum allowable infiltration/exfiltra Lion test rate 100 GP0/in/mile. Minimum separation distances as shown on the plans or addressed in the specifications. a) 100 ft. horizontal separation from wells or other water supplies b) 12 in. vertical separation from storm sewer or ferrous pipe sanitnry sewers specified c) 10 ft. horizontnl separation from crater mains or 18 in. vertical separation or ferrous pipe snnitary sewers.specified Are manholes subject to flooding? If yes, are manhole rim elevations I fool above 100-year flood level? Or are the manholes vented and water tight? Eng.ineer's Certification( X Yes No X Yes No Yes No X Yes No Yes No Yes No X Yes No Ycs X No X Yes No 1 Timothy M. Stewart , as n duly regisLern.d Professional Engiucor ill the State of North Cnrolinn, hereby certify that the pinns and specificntfons attached hera y are eousis'ent Pith the ahovo summnry. Slgnnture 11� Q "/.IAA 3')i-8'i ReglsLrnllnn Number 14575 ` SEAL 14575 1 10r NCI NE�� y�PQ