The URL can be used to link to this page

Home My WebLink AboutSW8011125_COMPLIANCE_20020528STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW 9�0G`(a� DOC TYPE El CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE OMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD INFILTRATION TRENCH ANALYSIS Filename: G:kDATA1WPDATAIWQSIINTRENCH1011125 Project # 011125 Project Name Pine Knoll Shores Condos Recvng Stream Bogue Sound Drainage Basin White Oak Site Area 2.28 acres Impervious Area Calculation Buildings Parking/Asphalt 11728 Concrete Total Volume/Storage Calculation If Rational Method is used, place a 1 in this box u Required Design Storm RV 'V.alumq; tc:. Stag Provided Pipe Diameter Length Of Pipe Storage In Piping Total Storage in Piping Length Of Trench Width Of Trench Height Of Trench Cross -Sectional Area Of Trench Voids Volume (40% voids) Total Volume, pipe + voids Trench Volume per linear foot Minimum Trench length required Elevation Of Bottom Of Trench Elevation Of SHWT Overflow Elevation Exfiltration Rate / Drawdown Reported Hydraulic Conductivity Bottom Surface Area Drawdovrn .Tithe Date 28-May-02 Reviewer Classification Index # Drainage Area 11728 SF 0.27 Acres Rational Cc (list C after each BUA) 1 % Impervious: 100.0% Cc= 1.00 1.5 in 0.95 1466;=. C F Size I I Pipe Size 2 Cubic Feet Feet 8.25 Mean Sea Level 6 Mean Sea Level 13.06 Mean Sea Level 1 Cubic Feet Per Hour Per Sq Ft 1020 Square Feet i +44'.� hours Comments: Required volume, storage, and drawdown guidelines are met. ............ ...... ..... ..... ..... . ... ........ . ...... ... ............... I ............ ... ... .. ..... ..... ..... .. .. ....... .. ......... .... .. .. ... N 1 ..... ........ .... ...... .... .. .. .... ......... PR=77041r."*UtMIMI (Pa" M.T117 A I%.&rWn.Mm.0jAjI 100*011M IML IKE I -a nSW* . . . . . . . . . . . . . . . . . . . . . . ...... . ... .. ...... } | � | U r--. .. .-'�... . . .. .--. .. . .-- -r--\--.� STROUD ENGINEERING •;�� Hestron Plaza One Suite 102 ■��nrr rrw n n�ra .i nr�Tr r n• n�� r�„ui wa4wn�17a�-i�.+rm TMa.rmnnV— almT-rkmnmimzrmr]RAMrW JUU �l•►1� 0�.. Jmw, S �n�lr•r+anwJ SHEET NO. OF t CALCULATED BYL DATE tf�o N. C.- HWY 58-_- -__ RECEIVED APR 0 12002 DWQ I I PROJ #�pl IIZS I i I I I I 8 r I + r r I r DRAINAGE AREA FOR INFILTRATION SYSTEM 11,729.62 SF ZONED SHADED r � j ` zaNEo vE ELEv Ia- P r f?D ART ■IHD.IANNEA INN r 1 I � 8 I o AyCT�q j I r j� 60, $Mtf,c ST6i[ Ir r a imu,iu W SAND CASTLE —i `---- r I , I I w I I s r ^j I I r i I r x �__-------------r— I ouNEs iDEi fHE - - -- - - I + I __----_MEAN HIGH WATERJ— f' ~ — I I I , I + r + r DP tr87.OS'00'tr t9 - _ _ DP ATLANTIC OCEAN OCEAN PINE KNOLL SHORES CONDOMINIUMS TRACT AREA ABOVE MHW W 1.99 ACRES E6qlRECRTRACT AREA fo �-c H CAS r.i� P0F E SS/lO./,L riw a.y r • ?/ . 7 r �0 = �• w 3 =0• ��'�•�� itooits% S STROUD ENGINEERING, P.A. 6 I51-A NC HIGHWAY 24 mOREHEAD CITY, N.C. 29557 f252)247.7479 9204dY ,t( DATE: SUBJECT At 0,Am Ax2s22 ii/d.kg.on,, ✓iAodh %¢ dma 284v2 3d' . 9Wo-452-000Y RECEIVED MAR 18 2002 July 30, 2001 DWQ PROD # 9W& fa 880,5 9V , eve s8aos Land & soils evaluation of the proposed Pine Knoll Shores Hotel Tract (--2.3 acres) for on -site waste treatment usage. Tract located at 101 Salter Path Rd, west Atlantic Beach area, Morehead Township, Carteret County, North Carolina. TO: Pine Knoll Shores Hotel Mr. Fred Bunn FMB, Inc. 2207 West Nash Street Wilson, NC 27893 (919) 291-9000 Mr. Ron Cullipher, PE Stroud. Engineering Company, PA 151-A NC Hwy 24W, Hestron Plaza II -A Morehead City, NC 28557 (252) 247-7479 The land & soils of the Pine Knoll Shores Hotel Tract (-2.3 acres) were evaluated and mapped to determine general usability for on -site, subsurface waste treatment. The rules & regs of NCGS 130-A and NCDENR-DHS NCAC T15A:18A-.1900 were used as guidelines in this evaluation. This evaluation and mapping were completed through transecting the geomorphic landscape positions, free soil survey techniques, and aerial photo interpretations. Soil borings/probes were made from the present ground surface to -120" depths to verify soil compositions and characteristics. Soil characteristics were grouped into soil map units that will function in a similar manner for spray irrigation usage. The resulting land & soils map shows the locations of the respective soil map units. The tract is located on the maritime barrier island of Bogue Banks adjacent to the Atlantic Ocean, with typical ridge/slough landscape postions. Elevations range from sea level (0 ft amsl) to -20 ft amsl, with the the area for future waste treatment usage between 13-15 ft (amsl). A major portion of the tract has been historically (<1975) cut & filled based upon 1975 aerial photos, with the higher sandy dunes having been cut -down to fill lower elevations landscape positions. These lower elevations appear to have natural soils (Leon and Corolla) that are somewhat poorly to moderately well drained, and now have 1-6 ft of sandy historic fill over them. - The enclosed land & soils map shows the various classifications of lands as to waste treatment suitability and their relative locations. The following is a brief description of each land & soil classification: The "GREEN" Soil Areas (see map) are relatively undisturbed sandy soils. These soils have deep +120" fine to medium sand textures. The soils are excessively well drained with an estimated seasonal high static water table 100 -180" from the soil surface or at -5-6 ft elevations, based upon soil wetness indicators and relative elevation levels. Estimated permeability to <2-5 min/in (+12-30 inlhr) to +120" depths, based upon soil texture and structure. Present surface elevations range from -15 - 20 ft amsl. Soil types found are Newhan. These sites should have Page 1 of 2 few limitations for waste treatment or stormwater usage, except for normal buffer set -backs and contouring of slope areas to provide a relative uniform site. The "BROWN' Soil Areas (see map) are historically (<1974) cut -down and excavated areas. These were former sand dunes and sideslopes that have been excavated down -1-6 ft so that they are relatively level areas.ed sandy soils. These soils have deep +120" fine to medium sand textures. The soils are excessively well drained with an estimated seasonal high static water table +105 - 120" from the soil surface or at -5-6 ft elevations, based upon soil wetness indicators and relative elevation levels. Estimated permeability to <2-5 min/in (+12-30 in/hr) to +120" depths, based upon soil texture and structure. Present surface elevations range from -13.5 -15 ft amsl. Soil types found are Newhan-Cut phase. These sites should have few limitations for waste treatment or stormwater usage, except for normal buffer set -backs. The "YELLOW" Soil Areas (see map) are historically (<1974) cut & filled areas. These were former lower sideslope and dry -slough areas that have been filled +1-6.5 ft so that they are now relatively level to adjacent cuttexcavated areas from where the sandy fill materials were borrowed. These soil areas appear to be deep +120" fine to medium sand textures, with no debris or significant shell content. The soils are excessively well drained with an estimated seasonal high static water table +90 -100" from the soil surface or at -5-6 ft elevations, based upon soil wetness indicators and relative elevation levels. Estimated permeability to <2-5 min/in (+12-30 in/hr) to +120" depths, based upon soil texture and structure. Present surface elevations range from -13 - 14.5 ft amsl. Soil types found are Historic Sandy Fill over natural soils of Corolla and Leon -dry non-restrictive phase. The buried natural soils appear to have a seasonal high static water table 12-35" from their natural surfaces. These sites should have few limitations for waste treatment or stormwater usage. NCDENR-DHS rule (.1957-b-2-E) only allows a maximum of 480 gal/day flow into historic fill that meets the historic fill rule criteria, but the underlying natural soils appear be usable for new fill system (.1957-b-1). 1n addition, rule .1957-b-3 allows for other fill systems to be approved on a site specific bases in accordance with rule .1948-d. Addition site testing is usually required to characterize and quantify the soil/site parametersfor large (+1500 gal/day/field or +3000 gal/day/system) subsurface waste treatment systems. This is a preliminary and qualitative land & soils evaluation of this tract for subsurface waste treatment or stormwater usage. This report and map should be used for planning purposes only. Final permitting is subject to NCDENR-DHS and/or other regulatory agency applications, reviews, and approvals. The respective agencies should be contacted before initiating any construction or investing significant time and monies. C ; C CJ c LarryrBaldwin, CPSS/SC NCLSS #1040; ARCPACS #2183 Page 2 of ----------------- ' N HWY. 58 PRCPOSE0 SIGN TELE ---------------------- --------- - - pp.p58 ----------- RCP PIPE e�' s: - _ rn' 199.84 T. 1 �FH----------------•----GJ b t '^ SANO FILTER 3U , 12,.34 ,' , oao ,o0d - + C 37 $£P, I ' 136 ''I 34 CIVAtr1 LINY. LI FS:NL'ti • � �i-AC-TS-YE--AHEA.1__ ___ fll z_ iryl vr[_... F3� 0' I O+i+ .."Y-------- -- 6�• �I' _I ,-- l - --------------------- 2 0 �'1' �; t----- -- ---------- - 7 Q i Ill \ �IGTI-1:'bLIFA 29 . • ci j �i .. _I 27, 13 ADJOINERS T HC HC 22 23 22526 9NG ' 1 a _�.'L 9'L4'I� D•sux� � � :. ITERPRISES 1NC•to FE ..._ ... .._ .-- 1 9622087 ,5.25 20 179.50 5' --'^------`_---' -- :----.------------- '--------- p I�' PR9PDSED 3 STORY ., Q o ' qB RDD6 PARKING a LA 6; SPACES UNDERNEATH d v vl AµDLOBBY ON LOWER LEVEL 0 1 FF ELEV. 120 LARGO STRUCTUfjF I _---_---- --- - -- �`, �- LF-vp L---- t A1�ti 3ETBnc`IC - - , I \--JUILOING LIGHTING WINDJAMMER INN I I p;• - I e I , rti OFCK " I o ' .",MALL. S,rRUC rIJ_RE I I ., T'DDL AMA +t. jgnfK' 1 Sd'i ISTURDr QQ N!kTl19AL ST"AHLE VECE7Ar10N—---�'`--``------ —i..t�.. �.__------- --Y--- T— - r � I I ' I U ' I z I , 1 I I , - I w ' DUNES JOE_LIN�-_ ---------------r- ; » I I I 1 1 I ' 1 ' I � I i . NOTE: NON TkESDIAMEGREATER TTONNSITE I ' I ' I I I I 1 + . , I f � ' r 1 ' I ' I EXIS I , M87°15'00"W 195.{I4 rP l_. INN i I r C1CC AN LAND & SOILS MAP OF THE PROPOSED PINE KNOLL SHORES OTEL TRACT (-2.3 acres) Atlantic Beach - Mythead Township - Carteret COun - North Carolina NC HIGHWAY 58 e - EI 0 t 1 -- • - 2 IC y Si 3� DlD1MERS HiIM LINK Air LEE. F,LOOTEO '! ! S2 r1 �! e / T ;l----------------- r r „D , W I i j 12 27i. I.t -' i '� P , ,r le • c :. c zz z� • zs 2 -'11, I,i �46> g L�l.•L[_�'L9I dam - l; LOCATIf Ln --_ -- $---_..._,- ---_` — Y ----- —`�-"--,g } IAJ m --- 91 FF ELEv 15.0 q ` in - -- -------/ --- - - BUILDING LIGoTING ] •.y. G i P Nr r� DECK s,ND I o ro POOL :DE& r l - .i_�--+1NDlStva9E� NATI}pa1 lutE.-i' x , , w i N 1 x w --- 1 , 1 + 4 1 , NOTE: ; NO TREES GREATER THAN 8" + IN DEAMF-TER EXIST ON SITE ; , 1 i Atlantic Ocean r' ti Sl�NO FILTER I -A-�__- Natural sandy soils relatively undisturbed. Est seasonal high static water table +100 -1 BO" or @5-6 It elevations. Est permeability <2-5 min/in or +12-30 in/hr. Newhan coif types. Historically cut -down (-1-6 ft) and excavated sandy soils. Est seasonal high static water table +105 - 120° or @5-6 ft elevations. Est permeability <2-5 minlin or +12-30 inlhr. Newnan -Cut phase. Historically cut 84 flied (-1-6.5 ft) sandy soils, over natural sandy soils of Corolla and Leon. Est Seasonal high static water table +90 - 100" or @5-6 ft elevations. Est permeability <2-5 minlin or +12-30 in/hr. Corolla or Leon -Sandy Fill phases. Buried soils appear to have est +12-35" depth to seasonal water table from natural surface. SCALE: 1 Inch = 60 Feet (soil lines paced 8 approx) JULY - 2001 [Togo & Survey by Stroud Eng] ' Land Management Group, Inc. �� - ��._ ......... �•wr��..-r.�r..=+:...-.wry,... •. it i . 1 •„' � - � w .�". . w:.�..wy'�e�+++l.. «r- ��""" 5:. ..-.......w-..� �..`!� ...�� 1 �r Z � "ifs_-. � ,�., ••1� r 1 C ��'� ''r y ��' S - _ c _ — y _� —_ __ i J� .�w _ � - ,.�.� _ 37"i f' '7 �n - _� � ... • tj ti .. — ,. —� r � . '� � t 5 �s�a.hy•,� r � •-. F, f i a "' " -�� . •�... �... ..- -.� .. - -• .... .. ... r4 ,. .f r. { �• G ' ' .. ' � - �I 4 ., is � �. , � _ � ~ i� �, � r v .,, LAND $ SOILS MAP OF THE PROPOSED PINE KNOLL SHORES HOTEL TRACT (-2.3 acres) Atlantic Beach - Mothead Township hi - Carteret Counts - North Carolina NC HIGHWAY 58 Natural sandy soils relatively undisturbed. Est seasonal high static water table +100 -180° or @5-6 ft elevations. Est permeability <2-5 minfin or +12-30 inlhr. Newhan soil types. Historically cut -down (-1-6 ft) and excavated sandy soils. Est seasonal high static water table +105 - 120" or @5-6 ft elevations. Est permeability <2-5 minfin or +12-30 inlhr. Newhan-Cut phase. Historically cut & filled (-1-6.5 ft) sandy soils, over natural sandy soils of Corolla and Leon. Est seasonal high static water table +90 - 100" or @5-6 ft elevations. Est permeability <2-5 minfin or+12-30 in/hr. Corolla or Leon -Sandy Fill phases. Buried soils appear to have est +12-35" depth to seasonal water table from natural surface. SCALE: 1 Inch = 60 Feet (soil lines paced & approx) JULY - 2001 [Topo & Survey by Stroud Eng] Land Management Group, Inc. e ' ij a {. a , _' r�•,� Sri .-. �.�• � ••r �1- • i •:• i f•,L �..+.�-�~� it '_._.. ._ ..- ft ', � F .- J1 USDA-SCS AERIAL &TO 1974 OF THE PINE KNOLL ^RES HOTEL AREA [Photo shows area to be cleared of maritime forest and disturbed in 1974.] USDA-SCS AERIAL&TO 1974 OF THE PINE KNOLL 06RES HOTEL AREA [Photo shows area to be cleared of maritime forest and disturbed in 1974.] USDA-SCS AERIALSOTO 1974 OF THE PINE KNOLLOORES HOTEL AREA [Photo shows area to be cleared of maritime forest and disturbed in 1974.] Permit No. (io be provided by-DWQ) x Sta-Adf Ndrth'Carolina�, Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM LOW DENSITY SUPPLEMENT This form may be photocopied for use.as.an original F ; A low density project is. one that meets the appropriate criteria for:;built upon area atad'transports -stormmwater runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater collection system as'defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be found in 15A NCAC 2H .1005 .through .1007... r I. PROJECT INFORMATION Project Name: i—pikle tht lntx,,----__-- Contact Person: R D SUt.1-tJ__ _ _ Phone Number: 1 Number of Lots: 1 Allowable. Built Upon Area Per Lot*: *lf.lot sizes are not uniform, attach a.tabletindicating the number_ of4ots,4ot sizes and allowable built upon area for each lot. The attachment must include the project name,- phase, page numbers and provide area subtotals and totals. H. . BUILT UPON AREA See the•Stormwater Management Permit'Applicatiori for specific language that must be'recorded in'lthe deed restrictions for all subdivisions. For uniform lot sizes, complete the' following calculation in the space provided below where: • SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the development results in high density pockets. • DF. Density. Factor - the appropriate percent built upon area divided by 100. �. • RA Road Area - the total impervious surface occupied by roadways. • OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc. • No. Lots - the total number of lots in the subdivision. 2 • BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious 'surfaces located between the front lot line and the edge of pavement. Form SWU-104 Rev.3.99 Page 1 of -2 ' SA iD : RA - OA '_ BUA Not Lots Lot... _. Calculation: AQUA Ni30VC hfil am! x : .Ra AC: 1.9gac. x M. REQUIRED.ITEMS CHECKLIST Initial in the space provided to indicate that the following requirements have been met and supporting documentation is provided as necessary. If the applicant has designated an agent on the Stormwater Management Permit Application Form, the agent may initial below. Applicants Initials a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse River basin may require additional buffers. b. Deed restriction language as required on form SWU-I01 shall be recorded as a restrictive covenant. A copy of the recorded document shall be provided to DWQ within 30 days of platting and prior to sale of any Iots. c. Built upon area calculations are provided for the overall project and all lots. NZA d. Project conforms to low density requirements within the ORW AEC (if applicable). (I5A NCAC 2H'.1007(2)(b)l' ; Form SWU-104 Rev 199 Page 2 of 2 . . . . . . . . . . . . . . . . . . . . . . . ............. al PNMT?N 1 jS",tSW,)XS I {Pjmj J�n Im, G,". Masi 011IAD-de, MKM IDIL WE I M 7256W ............ — . . . . . . . . . . . ..... ...... .............. . .. ...... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . .. � Narrative - Erosion and Sedimentation'Control Plan Stormwater Management Plan PineXnoll-Shoees Condominiums November 28,2001 RECEIVED Owner: FMB, Inc. NOV 3 0 2001 2207 West Nash Street nwQ Wilson N-.C. 27893 (252) 291-9000 PRo3 # Engineer:' Stroud Engirieering.P.A.. 15'1 A.Hig . ay24: Morehead:City N:C.'28557 (252) 247-7479 } ; : A. ',Description of Project ype-of Development'. The proposed project is for the construction of eight, three bedroom condominiums. The project is located at 101 Salter Path Road, in Pine Knoll Shores, Carteret County, North Carolina. The project is to be developed in accordance with the approved plans -and specifications for the construction of .streets and drainage improvements. 2. Earth Disturbing Activities a Excavation -and grading.for the,installation of roads and drainage improvements. 3. 'Drainage The site presently does not drain offsite. Water stays on site and infiltrates into the ground. The proposed plan is for parking and drive are to drain to drop inlets and then infiltrate into the ground through 36" perforated corrugated plastic pipe. The drainage for the buildings is to'be diverted to the area behind the buildings to infiltrate into the ground. B. Erosion and Sediment Control Measures Various levels of erosion control are proposed on the plan. If it becomes evident that additional erosion and sediment control measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities within a certain area will be protected. as soon as that activity is complete. l . ' Silt Fence — Silt fence will be ,utilized as necessary in location shown on the plans or as deemed necessary by the engineer to ensure that off -site sedimentation is controlled. 2. Seeding — All disturbed areas will be seeded within 14 days following construction in accordance with the seeding schedule shown on the plans. 3. Sediment traps.. C... Time Sequence of Operation 1. Obtain Plan approval and any other necessary permits. 2. Initiate clearing and grubbing operations in applicable areas. 3. Install temporary stone construction entrance. 4. Complete clearing and grubbing operations. 5. Install silt fence at location shown on plans. 6. Construct infiltration system. 7. Rough grade site. 8. Install subsurface utilities & drainage features, construct building 9. Construct parking Iot and drive. 10. Seed all area not to be paved within l4days of land disturbance. 11. -Pave parking lot and drive. 12. After site is stabilized, remove remaining temporary measures and install permanent vegetation on disturbed areas. D. Design Assumption 1. Design storm is ten years 2. The rational method was used for design. E. Coastal Stormwater Regulations -The North Carolina Division of Environmental Management implemented coastal stormwater regulation in coastal counties on January 1, 1988. These regulations are detailed in 15 NCAC 214.1000 Stormwater Runoff Disposal, These rules allow for a development to consider density options as a passive means to reduce water quality impact. This project is submitted for approval consideration under Section .1003(d)(1) Low density projects: Ronald . Culliphcr 1'..•' '• ' SEAL y. 133 3 :;2 ••• GINEE?•. A-, C U`