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HomeMy WebLinkAbout1000-128.-2-7 MAILING ADDRESS: OFFICE LOCATION: Town Hall Annex "� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) SVC Telephone: 631 765-1938 Southold, NY 11971 � q * � c LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: July 13, 2026 Re: LWRP Coastal Consistency Review Kappenberg, SCTM #1000-128.-2-7 This application is to demolish existing one-story dwelling, foundation, concrete stoop and stairs, paver walk, concrete porch, paver patio, and asphalt driveway; construct an irregularly shaped two-story 2,655.3 sq. ft. dwelling with an attached 24'x27.5' garage, 11'x6' and 9.6'x4' front porches; a 19.6'x15.5' seaward screened porch with 4'x5' landing and steps; a basement stair egress on west side and a basement window egress on east side of dwelling; an 18'x11' inground pool within an a 1,006.7 sq. ft. pool patio with stairs to ground; install pool enclosure fencing with gates and pool equipment area with sound deadening enclosure; install three 8' diameter by 6' deep drywells to contain roof runoff and one 8' diameter by 4' deep drywell for pool; abandon existing septic system and install an I/A sanitary system landward of dwelling; and install a pervious driveway. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 6 Protect and restore the quality and function of the Town of Southold ecosystem. 6.3 Protect and restore tidal and freshwater wetlands A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction The proposed action is on a nonconforming parcel on the Peconic Bay with the residence less than 100ft from the wetland boundary. Since the proposed pool and patio are attached to the residence, they are considered part of the dwelling and adhere to the residence wetland setback. The proposed action is inconsistent with Policy 6.3A because the residence does not comply with Town Code Chapter §275-3(D)(1)(a)[1] Residence: 100 feet. Although, it may be thought that the proposal of demolishing the current paved patio would make the residence farther from the wetland boundary, due to the diagonal nature of the property line, the construction of the proposed pool and patio bring the residence slightly closer to the wetland boundary. The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 2 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM JUN 2 9 7026 SOUTHOLU'iOWN A. INSTRUCTIONS PLANNING 60ARD 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP,policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-128. -2 7 PROJECT NAME 6050 Peconic Bay-New Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit approval,license,certification: Nature and extent of action: Please see attached project description. Location of action: 6050 Peconic Bay Boulevard, Laurel, NY 11948 Site acreage: 1.336 Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name Of'applicant: Cole Environmental Services on behalf of Bryan&Tracy Kappenberg (b) Mailing address: 425 Montauk Highway, East Quogue, NY 11942 (c) Telephone number: 631-369-9445 Will the action be directly undertaken,require funding,or approval by,a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable Proposed construction is in keeping with the character of the community and maximizes distance to the wetlands to the greatest extent possible.The project seeks to make beneficial use of a coastal location by increasing living and outdoor spaces for the homeowner. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See L"W Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ No ❑ Not Applicable q e + The majority of the proposed residence is within the footprint of the existing residence.Proposed excavation will be for a crawl space and not a full basement so depth is minimal. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No❑ Not Applicable Proposed construction is in keeping with the character of the community and maximizes distance to the wetlands to the greatest extent possible. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria i ❑✓ Yes ❑ No ❑,Not Applicable The property is bulkhead with a 13 foot wide non-turf buffer,which will prevent flooding an erosion.Drywells are also proposed to further manage stormwater. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable A new I/A system is proposed,which will reduce the amount of nitrogen leaching into the bay.A proposed aluminum gutter and leader system will connect to drywells and help manage stormwater and prevent it from running directly into the bay.Silt fencing will also be used during construction to prevent sediments from entering the bay. Nt—tach additional s eets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ Yes '❑No ❑ Not Applicable A proposed I/A system and a gutter-leader-drywell drainage system will work to protect water quality and,therefore, marine habitat. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Not Applicable ❑ Yes ❑No Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeLl No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold°s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED BY Chris Cole TITLE.Agent,Cole Environmental services®ATE 5/14/26 l j ES 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Bryan &Tracy Kappenberg 6050 Peconic Bay Boulevard Laurel, NY 11948 SCTM: 1000-128.00-02.00-007.000 Protect Description Existing structures to be removed including±2,300 square foot 1-story house, ±70 square foot front concrete stoop with stairs and paver walk, ± 180 rear concrete porch, ±365 square foot rear paver patio, and ±5,700 square foot asphalt driveway. Existing sanitary system to be abandoned as per SCDHS specifications. Proposed new construction. Irregular 2-story frame residence (2,655.3 sq.ft.)to be constructed with 24.0'x 27.5' attached garage (660 sq.ft.),two front porches (11.0'x 6.0'and 9.6'x 4.0% and 19.6 x 15.5' rear screened porch with 4'x 5' landing and steps. Proposed 16.0'x 24.0' detached garage (384 sq.ft.) in front yard. Irregular rear patio (1,006.7 sq.ft.)with 18.0'x 11.0' inground pool (198 sq.ft.), pool fence with gates and pool equipment with sound deadening enclosure. Exterior stairs with egress well on west side of house and egress well on east side.Three proposed 8'dia.x 6' deep drywells for roof runoff and one proposed 8' dia.x 4'deep drywell for pool. Proposed pervious driveway. I/A sanitary system to be installed in front yard. www.ColeEnvironmentalServices.com RI@W araDo, wrcN sEE]Ec.Ro.ve ure / 15WiT1.x5 r s 5 r 27A4.l r 4Y 2 ? _. ;D l - F D t h B i wx> a I J � .o \ � rD / ,t��gr•e, /� a7 ] � QT ,] ] C \ U.] ,o 4 17 1 M1 1a / 1 r 5 ! 1/ 5 Nil / e a • i u pia ,w.r fi / O e —�— R 2 """ _—a-- °—^ --^-- r+on ___ cE o.�- COUNTY OF SUFFOLK © EE o. aounran sEcrioN no Q __•__ _ _ m� .fie-.r' Real Property Tax Service Agency t000 �� .. ... -_- uPrwcrw PROPERT'(xMP x=�yn ir..ES 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO SHEET Bryan Kappenberg 6050 Peconic Bay Boulevard Laurel, NY 11948 SUM No.: 1000-128.00-02.00-007.000 PHOTO 1—AERIAL FROM ABOVE i Lr �'' � r♦ wA�r ` ` Y 1^ Y / 1� s , �. ►� 46, Ail' f s. Flo l 425 Montauk Highway ---_ — East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 2—AERIAL FROM ABOVE �S l o, t e PHOTO 3—AERIAL (FACING NORTHWEST) y.: �Y ir.ES 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 4—AERIAL(FACING NORTHWEST) �_7//b ` PHOTO 5—AERIAL(FACING NORTH) 1 •7 1 K 425 Montauk Highway - East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 6—AERIAL(FACING SOUTH) w PHOTO 7—GROUND LEVEL(FACING SOUTH) 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 8—GROUND LEVEL(FACING NORTHWEST) Pot 4W. .f s v y + i V t PHOTO 9—GROUND LEVEL(FACING EAST) z SURVEY OF PROPERTY SITUATE I LAUREL I� TOWN OF SOUTHOLD to ' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-128-02-07 I SCALE 1 "= 50' �.� AUGUST 26, 2024 AREA (TIE LINE) = 47,573 sq. ft. �yY o, , 6,�0• 1.092 ac. AREA (DEED) = 58,197.3 sq. ft. �O• 17.44 .Q�� 1.336 ac. Ask 18.75 8.32 ,. \�" \ TEST HOLE DATA \4 /• (TEST HOLE DUG BY SHOWN M. BARRON. M.S. ON SEPTEMBER 9, 2024 \ EL 14.78' O. / \ '\ 14.11 SANDY LOAM WITH GRAVEL(SM) .L 2.7' TA A 4 '. MIXED SAID wITH GRAVEL(Sp) �. O!, \�Ct5.81 �y < e O Z \\ 18.80 �✓ ` 03 \ EL=8' . 12S'WATER ENCOUNTERED \ \ X 18.25 \ \\x WATER INODAN MD SD WRH GRAVEL(SP) \ \ \�+ N/0/F WYLLGY&ANNE FROENMlCN \\ 15.92 p� te• 75.B2 .. ...._. _ - N/0/F y� \\ 15'92 P TRB TRUSTEBS OF THE ' by JONN S. ROZANSRY Jr. TRUST i \\\ A \ i \ x M21 i 0, i Ae�l \ ,s.51 74.93 \ Nay iLm y?, .@� eta+ X N10. e.e c SOS �kG 14.97x ICU : gW x 1. X P rpO xICU a \\\gip.. 1 Lim ,^S . LEGEND: END. BRICK ENCLOSURE pry ti UTILITY POLE 'h O > C2 �Cj 01 �x } w �' WATER METER O�t� Avg y ` �Y 1AN„0101 TEST HOLE NOTE 1DCATM AND Eftn im of ANT -0 S1MWACE UMMES AND SNRUCNIES NOT READLY VWM AIE Or CEi1FED. 10 ^h� METES AND HOUNDS SURVEYING T ,o,UNUM 53 PROBST DRIVE s MM3W=tea® io SHIRLEY, NY 11967 vx■,,vu.oiv..mc,a�� PHONE (516) 972-5812 Burveydud8Coptonlfne.net bop'.rmmi 1h.orghm d w. � lua.hh m agkd of tlr�d T0D w.�.k"d wd a hl,ank.a.d aal LOTS: 07 BLOCK: 02 SECTION: 128 DISTRICT:1000 ! nd k.a.wd..a.'m b- MAP OF: r4kaw n.bn • ea.wmy A ti ao..nfa'.Mh eM bl Ced.-et Pmo1b.'�Yd'-7 .doohd W tlr N.Yak S.b Awod.tbn.I SITUATED AT: LAUREL ;: M. 1 U.-my 1.. =hb r,.e TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. k to u„e°. NOTES: TRACY G. do BRYAN P. KAPPENBERG .�"0V w�, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BTK REALTY LLC °dd"b"d u ar6iq"d EXISTING ELEVATIONS ARE SHOWN THUS:xD= CERTIFIED CHICAGO TITLE INSURANCE COMPANY ABSTRACTS INCORPORATED JOB NO.: 24-296 DATE: AUGUST 26. 2024 ! THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. �. IL ` t'J -9C.�-"..,.rrn.e ter• I` (E' [:A. LA 1 SERIESALL MATERIALS SCHEDULE 40 PVC (TYP) MODELS AS 13RkYIOU LY - ?•� �� `�+ ` $ CL€iyu OUT Heusi BE INSTALILLO TO PROVIDE ACCESS TO THE ADAPTER FROM ABOVE (TYP) APPROVED FOR USE BY SCOHS � +'. V ��': •- SITE PLAN OF ,_ .� PROPERTY o - SIDE VIEW WITH � s . .............. ���`I ARCHITECT i O TOP 11€tY!TYPO ! Da1€t151Ox$({YP) I SCHEDULE 3€NO CAL' SITUATE ^C Y 18.26 lv O' ADAPTER 4 PLUG(TYP)- LAUREL ���� ,�v, X o� O� �o'` AIUS:INSTALL ACCORDANCE ITO T y� GRADE EIV ACCORDAT�Y�IT1.1 G O pp J�O PQ� Of ,t��a - I = INSTALLATION STANDARDS 0rl t) REVISIONS D E S C R I P T ION TOWN OF SOUTHOLD �4y1 p• 17.44 �� SUFFOLK COUNTY, NEW YORK 4� �� QP '33 cidD S.C. TAX No. 1000-128-02-07 � c9 Ni�TVI�Tr,{rYP) 0��� �1 00G0� 17.94 � SCALE 1 = 30 Q4 �' J�0 PQ� co 6'SOR 35 PVC RISER G AREA (TIE LINE) = 47,573 sq. ft. ! �O O+ NO TOP >1ro SCHEDULETO 4'L(ING STUB OF 4' TO GRADE� �Lo� Pr �tT�t VARIES P `v G G� C^�L _ - v4+rt'w Dtn+ENs1TOP V f'P) PIPE 1.092 ac. (� 1 ,, 17.28 �0 ��0 X o -� CONNECTED TO AREA (DEED) = 58,197.3 sq. ft. �-/ O X G�J �P y� rO ' FUJI CLEAN CENUNTTITYP) 1.336 ac. � OFF' / O c; CD• LATERAL 3 1� o ! ° 16.70 G PORT ADAPTER ALL r I TEST HOLE DATA O �m N R(`TATTt3t4LI/�R+TYP) PORTS ARE 4-€T (TEST HOLE DUG BY SHA 4 M. BARRON, M.S. ON SEPTEMBiER 9, 2024 ��F� O j d� OPE%mNGS(TYPI EXTRA NLEf EL. 14.78 O ^ Y P / 1-�O Q 16.98 �k/ X ''o CAPPED VIA ULE X16.75 `jj� ADAPP ER&PLUG. O SANDY LOAM WITH GRAVEL (SM) OR CAP ) r. 2.7' 16.32 • FUJICLEAN INLET ADAPTOR 4% DETAIL a':.• MIXED SAND WITH (GRAVEL (SP) / 6 16 30 S�RF,y ZE NOT TO SCALE X .9/N GVRB INSTALLATION1. ADAPTER THE FUJICLEAN N45-DEGR ECE ANLETT ADAPTER HAD (4) OPENINGS (N SCHEDULE 40 PVC 45-DEGREE 3) INLETSAND (1) OUTLET. ALL OF THESE WALL ACCEPT SCHEDULE 40 FITTINGS. L4.11 2. THE TOP OF THE INLET ADAPTER HAS A 6" OPENING THAT CAN BE FITTED WITH A 6" SDR RISER PIPER AND CAP AS A EL. 2.28' 12.5' WATER ENCOUNTERED 3. CLEAN AUNUUT. SED ENTRY PORTS ON THE FUJICLEAN INLET ADAPTER SHALL BE CAPPED WITH A 4" SCHEDULE 40 ADAPTER & O'LM FT SOLVENT WELDED Ta PI US 9R A a LONG STUB OF4"SCHEDULE4DP[PE SCHEDULE 40 SUP CAP THAT IS SOLVENT WELDED TO A SHORT STUB PIPE INSERTED AND SOLVENT WELDED INTO THE ° O CONN€CTED TO pt1JI CLEANCFN ADAPTER PORT. LIMT I. 4. THE FUJICLEAN INLET ADAPTER SHALL BE SECURED TO THE FIJ.ICLEAN UNIT USING A 4" LONG STUB OF 4" SCHEDULE 40 WATER IN MIXED SAND WITH GRAVEL (SP) PIPE THAT Is SOLVENT WELDED INTO THE ADAPTER OUTLET END AND FUJICIEAN INLET SO THAT THE ADAPTER FITS FLUSH ON THE FUJICLEAN UNIT. 5. THE INSTALLER SHALL ENSURE THAT THE SOIL BENEATH THE ADAPTER IS BACKFlLLED AND COMPACTED SUFFICIENT TO VIA LATERAL s Nk=PORT ADAPTER [ UPPORT THE BOTTOM OF THE ADAPTER AND PREVENT ANY SETTIJNG OR STRAIN ON THE ADAPTER OR FUJICLEAN UNIT. 19' 1 91 r,LLPORTS&RE4"OPENINGS 6. METAL FITTINGS, PIPE, AND CAPS ARE NOT TO BE USED FOR INSTALLATION OF THE ADAPTER. THIS SITE PLAN HAS BEEN PREPARED USING �o )( �n (TYP). 7. MUST INSTALL A CLEANOUT TO GRADE IN ACCORDANCE WITH THE "STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION 2 �J�- I FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES" AND THE "STANDARDS FOR APPROVAL OF PLANS AND THE INFORMATION FROM THE v ; € s4 CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES. SURVEY OF RALPH HEIL LLS FROM METES AND N� ° 8. THE FOLLOWING ARE INSTRUCTIONS ON HOW TO MAKE A SOLVENT WEIR FOR ATTACHING PIPING TO THE FUJICLEAN INLET 0 a ° PQ lP� 1Q ✓ -- ADAPTER: BOUNDS SURVEYING DATED AUG 26, 2024, 0 J O 4 Z A. SQUARE PIPE ENDS, CHAMFER AND REMOVE ALL DIRT. UPDATED ON OCT 25, 2024 AND FEB 25 2025. 13 O B. CHECK DRY FIT OF PIPE AND FITTING. PIPE SHOULD EASILY GO i OF THE WAY INTO THE FITTING IF PIPE BOTTOMS, IT 0• FUJICLEAN CEN SERI" SHOULD BE SNUG. / 13 L MOD€LSASPR€MOUSLY C. USE A SUITABLE APPLICATOR AT LEAST I THE SIZE OF THE PIPE DIAMETER. FOR LARGER SIZE PIPE SYSTEMS, USE A z ° (n APPROVED F USE BY SLDHS NATURAL BRISTLE PROPOSED IMPERVIOUS LOT COIVERACE J a may' ------- - -- BRUSH OR ROLLER. Art D. CLEAN PIPE AND FITTING WITH A LISTED PRIMER. (DO NOT USE PRIMER ON ABS PIPE AND FITTINGS. USE CLEANER ONLYI) E. APPLY_z F. APPLY ABERAL COAT OF CEMENT TO PIPE TO THE THIN COAT OF CEMENT TO THE INSIDE DEPTH OF TTING;EAVOID PUDDLING OF CEMENTEPU PUDDLING CAN CAUSE W DESCRIPTION AREA % LOT COVERAGE ° y 16.25 0 7 WEAKENING AND 00 X ,-+ PREMATURE FAILURE OF PIPE OR FITTING. APPLY A SECOND COAT OF CEMENT TO THE PIPE. Q O HOUSE WITH GARAGE 3,315.3 sq. 1ft. N� 1 .53 r G. ASSEMBLE PARTS QUICKLY. CEMENT MUST BE FLUID. IF CEMENT SURFACE HAS DRIED, RECOAT BOTH PARTS. c) O X 2 lP . b r• H. PUSH PIPE FULLY INTO FITTING USING A j TURNING MOTION UNTIL PIPE BOTTOMS. \ 2 !� `FO 9 I. HOLD POPE AND FITTING TOGETHER FOR 30 SECONDS TO PREVENT PIPE PUSH-OUT- LONGER AT LOWER TEMPERATURES. / FRONT PORCH & SIDE ENTRY 143.2 sq. f`t. 0� 0 t` p WIPE EXCESS. � tom', G J. ALLOW 15 MINUTES FOR GOOD HANDLING STRENGTH AND 2 HOURS CURE TIME AT TEMPERATURES ABOVE 60 DEGREES O FAHRENHEIT BEFORE (� SCREEN PORCH & LANDING 338.5 s f't. N a Ti d PRESSURE TESTING UP TO 180 PSI. LONGER CURE TIMES MAY BE REQUIRED AT TEMPERATURES BELOW 60 DEGREES M l v I _ q' FAHRENHEIT OR W O O Z WITH PIPE ABOVE 3 INCHES. DO NOT TEST WITH AIR. N �?J Z• b *NOTE: THE SET UP/CURE TIME IS DEPENDENT ON SEVERAL FACTORS. THE PIPE SIZE. SOCKET FIT, AMBIENT TEMPERATURE DETACHED GARAGE 384.0 sq. f't. o X d te, � RELATIVE •ln 15.92 HUMIDITY, SOLVENT CEMENT USED AND THE SYSTEM OPERATING PRESSURE SHOULD ALL BE CONSIDERED WHEN Q REAR PATIO 1,006.7 Sq. TEAL �� 15 VA `� DETERMININGET UP CURE TIMES. e� a°v0 ° 15.60 r� POOL 198 Sq. ft'. ..x a X a -1/Y VIDTILAI>QN PIPEscum w TOTAL 5,385.7 s 0. 11.3% b �' d x 1; W q 7d >n 'c 1 C►� ..a::;z;;;:;a;; q tt.er -2 0 ::40.;;.,.. 15.60 t E. I I 0 C Z • ? rn• BACK VIEW 2'-11J-7-2'-8 -1" CHAMBER Vohune(gal) I I I 0 1 Sedimentation Chamber 396 v z O DRAINAGE SYSTEM CALCULATIONS: r�\ y a o 15.05 a -- Anaerobic Filtration Chamber 396 7, C�\ X 2 A� wO 3 Aerobic Contact Filtration Chamber 181 ROOF AREA: 5,227.7 sq. ft. ��+ ��+ �'� e , °` m '� ( N - K, ®X StorageChamt�er 90 O 5,227.7 Sq. ff. X 0.17 = 888.7 CU. ft. tT5 .2 d A� .....................................: AP7M ALL PORTS ARE "a"#Tc7m : : � OVtJ� I �g 4.OPEMINGs(TYP \ / crirgETL oPT10NAL) Disinfection Chamber 6 t a Z CiR Total Volume 1069 O 888.7 cu. ft. / 42.2 = 21.0 vertical ft. of 8 dice. leaching pool required C..,, v ° c, HOER! COVER �. •ouTLET PrE .. O !^ P, �G Ha PROVIDE 3 8 die. X 8 high STORM DRAIN POOL •3 :� 0 _ ( ) 9 R ER A0 O ! `.O " '`c►R`vyd P G• 5 TOP VIEW U I SPECIFICATIONS 9 C j 1 .........::.::. �\�E I Anaerobic Media PP/PE Filling NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS �, r '�:. ... 'its:4aeSORk / /\ Board T Aerobic Media PVC/PP/PE FillinPROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN to . 15.52 ;:: 5 ME 48 DEO MET ADAPiC)RX 4 S AIR L�PINp Aerobic Media PP/PE Fillin W f d >:::::.......... QV MILET Blower 2.8 cfm PROPOSED 8 DIA. X 8 DEEP DRYWELLS ARE SHOWN THUS: 4-t, s•` a+t �;:`sss:'t;:??;:;. ® x® Tank FRP . O - ,Z r� POµCN �_ 2]'VDYTNJAII © Piping PVC PIP PE O LIJ O PROPOSED 8 DIA. X 4 DEEP DRYWELL FOR POOL ARIE SHOWN THUS: a1►oI' 4 6 W LEFT VIEW FRONT VIEW RIGHT VI PwE Access Covers Plastic/Cast Iron O Disinfectant .Q.:;:;: t�;;:;;�::i::i:F`:>.:`.. s ectan[ bona LEGEND: 4. ,5 ....... :: : F R FL (Optional) Chlorine Tablets :. :%:..:' i':' : ::.. ;..� 5\'O� O 2\�10 (INLET SIDE) ReaRCLxATK>H BAFFLE /2"Aft rrtAKE Y' �::: r`::,.;::;::>;:::;sa;.a:.:>:::: .: :: .;.... RO W FLOW WDMG(TYP. (CFN+ OPEIMNC> B 1 . ELEVATIONS ARE REFERENCED TO N.A. .D. 1988 DATUM 1A1a .;. fin..: .: .. p N� PLAN VIEW Z s 0 .e G POLYLOK 2"X X X YL 1 12 DISTRIBUTION BOX ►� / B L THUS: P S e EXISTING ELEVATIONS ARE SHOWN .;;<�;::�;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;•::;; �;.-::::::..;-:.::;:.::..-::.-.::..: W PART NO. 3016-D612 1M`L 5. LO U .:..:.....................:...:. _ 6 ,I.::: qy ::.;:,:.. Dom' 16"MANHOLE F.FL. FIRST FLOOR t ::> /akod :::. ::<`�`� :::.-:. OUILET sOLWTM waoEn........... ..... ......:::: .. :.. :..... .. _ X 6 (NOT TO SCALE) Uj OG.FL. - GARAGE FLOOR i;';;:;:i;;;;;;;;i;:i;::ri:?::::•:;ar:; ;W :i i>:t':.� ' : '' 5 O SgEDIIIOW PSI OF 4* C7� 1Ef MANHOLE(TYP 24"YANLIOIE(TYP CYLNOOt(OP110NAL) 4"MANHOLE rn O �/) I _ ,� :rz•::;a' stg93::;;:: To FW CLEAN DEN UNIT(TV) � �1J MINIMUM LEACHING SYSTEM FOR 5 6 BEDROOM HOUSE IIS 400 sq ft SIDEWALL AREA. ac a� TEST HO as 15.67 OPON1c w s E t1� ca e I 4 cH •� LONG 4.0 DEEP EL 1 .78 4 LEACHING GALLEYS 4 75 WIDE X 8.5 LO X LE CH G YS oR Vl N1t e a 5n.r '� TO :;; a•/'• • '•// P, 46 WO MET ADAPTOR _ <, fl�l' -'P4o a --- TYR E PROPOSED FUTURE 50% EXPANSION 4.75' X 8.5' X 4.0' DEEP LEACHING GALLEY `:i<t:.., ;;. ,i• i ,s`' CONTACT MEDIA LATERAL s MET PORT- PROPOSED 4.75' X 8.5' X 4.0' DEEP LEACHINJG POOL F^\ �sd X�`No !�" 15. 8 4040�/1 sECTIONA-A a woo S� 000 PROPOSED FUJI CLEAN CEN-7 = T1oN TREATMENT SYSTEM ✓ g W�X f Z Qce , 14.87X Ep0 (�XA � BS PROWDE O o ® ASSEMBLY f pRodF 1:¢ / 1 6 6V�'KN A ALL 4 PIPE FRICTION FIT FOR I 0 PROPOSED 12"XI2" POLYLOK DISTRIBUTION BOX 1z � G 3E I I X ® I i� T' ! 2. ALL NEIGHBORING PROPERTIES WITHIN 150' OF PROPERTY LINES �° 11.08 HAVE PUBLIC WATER. ° Na)sE Z.�E - j; ,�A G F� ► 14.25 3. THERE ARE NO WELLS WITHIN 150' OF PROPERTY LINES. ra°�cr► �0 X POLYLOK 4" ROTOFLOW ,IONASS�LY 0VF3O X14.07 PART NO. 3050-4 - 4. SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOMS. 14 57 >00 (NOT TO SCALE) GP S SECTION A-A VIEW SECTION B-B VIEW ��D \ tv, Q 12.71 tC, AIARM/CONTROL PANEL CONTROL PANEL MOUNTED � MDL1041972 CONTROLER "A" ON 4"X4" PRESSURE �OR� K ►�� MDL BY SJE RHOMBUS TREATED WOOD POISTS GJ S 8R\G PO AIR BLOWER FRPM�oVSE X 2.95 11.06J,�� �,y�� INSULATED WEATHER NPROPOSED SEPTIC SYSTEM DETAIL Charles M . Thomas i RESISTANT BLOWER 0 24"0 COMPONENTS THIS ACCESS ONLY (NOT TO SCALE) ENCLOSURE 10 20"0 HDPE SECURE HEAVY COVER BY POLYLOC a r C �'1 I t G C t 20" SAFTY SCREEN BY POLYLOC (TYP.) i J HOUSE 12 x 12 POLYLOK D-BOX PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 O� ELEV. 17.5' W PDB-12 RISER AND FINISH GRADE Z 13'53 Qom' �/ UJI INLET ADAPTOR 45 FINISHED GRADE ROTO-FLOW 3050-4 LEVELERS FINISELEV 15.0' > � CLEANOUT ELEV. 15.0' TO GRADE WITH LOCKING COVER PROJECT p �` TOP EL. 13.5 -1' MIN. AIR LINE TO �Ck APPROVED PIP 6" COVER FUJICLEAN OWTS 10,92 `Z a �( ) IN 3 59' min. PITCH 1/4"/1' I/A OWTS TANK P' INVE LEACHING LEACHING i v y INV. EL. 13.13' FUJI CLEAN CEN-7 ELEV. 12.77' GA6LEY ��� 3' CLEAN ELECTRICAL SUPPLY �- , TREATMENT SYSTEM o SAND INVERT INV.EL 12.67 COLLAR TO BLOWER ELECTRICAL SUPPLY TO FUJICLEAN OWTS - -INVERT ELEV. 12.87 p . ELEV. 12.97' ° 5 ---e• �f Zw SPLICE BOX °�� �• BOT. EL. 7.5' 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER BOT. EL. 9.0' INTO A VIRGIN STRATA ELEV. 3.3' i CONTROL PANEL & BLOWER N �� �` O., OF SAND AND GRAVEL GROUND WBATER PER TEST HOLE SITE PLAN v � CP Ae Ok' FUJI CLEAN CEN-7 AERATOR MOUNTING CASTING �J TREATMENT SYSTEM 1. OWTS SYSTEM - (NOTES ELECT. CONDUIT 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. OWTS WIRING PER MFGR. 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING a 660 GALLONS PER DAY USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2. A 1OF7 MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. �{12-2 AWG WITH GND IN 1" PVC CONDUIT Cr Q) 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 DATE: 3/30/26 LO �(V ARTICLE VI1 WITH ENDORSEMENT J. PROJECT No. ! FUJI CLEAN HARDWIRE LEACHING GALLEYS (4) 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN DRAWING BY. MC •W �/\°' 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 6. �CLE 19. EXECUTED OdcP CONTRACT WITH THE MAINTENANCE PROVIDER As PER CHK BY. I -.J 0 ARTICLE 19. N 7 ECONTROL SERVICE 4 LEACHING GALLEYS;4.0' DEEP (8.5' LONG X 4.75' WIDE) 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 PANEL PANEL �� E� ELECTRIC SERVICE 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) INCH ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW DWG No. Gj LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. OR DOOR. AIR BLOWER CONECTION OO� OO 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE I SYSTEM LOCATION. 4, A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. NOTE: BURIED ELECTRICAL POWER CONDUITS 5. AN B' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM s P PROPOSED SITE PLAN REACHING THE CONTROL PANEL. I OF 1 ! SHALL BE MIN. 24" BELOW GRADE - GROUND ROD 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. 1 SCALE: 1:30 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ELECTRIC ONE LINE DIMGRAM ACCESS OPENINGS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATION'S, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. .' \ �:=, y� �7 • 'J' „tea�. N c'' ARCH ITECT I -I_=1_—I- . -JAIL I / I \ / - - - - -- REVISIONS DESCRIPT ION T T r j I \ - / T / X/� /j - - \ I \ J- - T_ \ �j LIJ 9'-O/PLATE HEIGHT 8'-0" PLATE HEIGHT l y T.O. WINDOWS it 'i->)�Jr1 �' �c T j \ I r / T.O. SECOND FLOOR 1 1 \ 1J TIC / 10'-0" PLATE HEIGHT T -- / T.O. wlNDows r ,11_ 1 �r �_ - T r 1 r)J ;T I ui W it _l ' - II I 1 J _ Lul 1 t�_ TJ W 0 FIRST FLOOR J ! !� � ' EL17.5' A 20 � I I I I 30'-3" V, SIDE )YARD l-'I 7 NATURAL GRADE EL 15.6' - SIDE YARD AVG NATURAL GRADE EL 15.15 m(�r� N AVG NATURAL GRADE EL 15.15 �1 W W E PROPOSED FRONT ELEVATION 0 1 SCALE: 1/4" = 1'-0" U Z 0 z i \ 0 CC UW -� �- / I 11 / 1.- 7 1 I - - \ W U 1 0 ILIJ—it - - \ I _ I / - -' r= - - - - - - - - - - - - - I \ 11 �. J T - T 9'-0" PLATE REIGHT - _ - _- - 771 — -- - - - — - - - = 8'-0" PLATE HEIGN'T T rJ� -A--- — L-.11 T.O. WINDOWS r� Jr� / �J o � J I_j o / r i. \ I � Charles M . Thomas GLASS GLASS GLASS GLASS L L T.O. SECOND FLOOR I]� \ NY 11947 631 727-7993 T�i ��' - � 1 J - PO BOX 877 JAI�ESPORT, ( ) 10'-0" PLATE HEIGHT \ \ I� / ;v x. `.,.. PROJECT TT Y` i:r _ I {y',,'/}•fir'• ti.7.• 'i, x {4 (,� '' ✓"�,n {';,,x' ,r IT��''JJ � I } u1.'.. /`.lyX;�.' m�C`.�'.,':�.,'.'.•�: ','.�?,;.r r,"; T.O. WINDOWS h - .� j „���`•X0, r Tn<. ',; r. }':' ,. X r uti.{;j,,s.:.ti f:^: x.'`• /.�,1.. J , ' I 1 j - /.�.•:;, r,. .71 rx/ r vX. ^SCREEN i;.} .^;<$',.;^;:n. ,,r^,,".',.'�u; {. .ir! ;;�{^'',� 'i�z',il, r<}`C,;y, .'',�: X`.,:t,.,.7,y:;?„ ;,. 'n:'`r.t'�`,l'r•'l'r^;'•'';�';, i. '4�' ''1.��`�,`.'. ':�;" Y"''':l:ti'r•Cr'..�•'','t.'!r ,1�,:�:,?k.'.r r,;rti�}�� I co O T - :�'�r. '''S�'':':�i`.r.`,.,;: yxj'•,', .. :!.`;,:n•s.� {'}'�'`�..�rr.;Div.: i O FRONT ELEVATION GLASS GLASS GLASS GLASS ' ' i i_ T.O. FIRST FLOOR EL 17.5 / / - --- 30'-3" - - � - -- — 24'-6' DATE: 4 9 26 SIDE YARD _--- -- - -- ------- —- - - - SIDE YARD AVG NATURAL GRADE EL 15.15' PROJECT No. DRAWING BY. MC AV NATURAL GRADE EL 15.15' NATURAL GRADE EL 15.0 NATURAL GRADE EL 15.09' NATURAL GRADE EL 14.8' CHK BY. DWG No. 1 Of 5 E PROPOSED REAR ELEVATION 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN VVHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. •t`.� r� S...�^ _ v 1 `tee 6.Tj. C�%� ARCHITECT `w1 REVISIONS D E S C R I P T ION I ! _ - - -- - - _- __ _ - -- _ - - - -- _ 9'-0" PLATE HEIGHT - -�� I 1T- - IT - 8'-0" PLATE HEIGHT -1 - Ti = _--_ - - T.O. WINDOWS - = I - - I I --- --- ---- _� - - - - - - _ -- --- - -_I I � - -— I - _ - - -- - -- - _ _-- - I i T.O. SECOND FLOOR 1_ _ _ - - T 1 10'-O" PLATE HEIGHT --- - -- - - - IFT I > I I WINDOWS T.O. O S - I 1 J I I I I J J I o CREENuw 00 :. U i I ' 1 r � T �Y �0 GLASS T.O. FIRST FLOOR J.I. FFTFF77-- �JJ _ W O EL 17.5' _ 0 ® � rn mm N NATURAL GRADE EL 15.5' NATURAL GRADE EL 15.6' W NATURAL GRADE EL 15.09 W E _ PROPOSED FRONT ELEVATION U I O - -- 1 - SCALE: 1/4" = 1'-0" U z O U z 0 o 0 W W � - - - - n -- Ill II FIJ� H I m - -- - - - _ - Lo n W O U c� =T T �.��. -- - - - _ _ ; - - - - - ��� 1 ,1I 9'-0" PLATE HEIGHT - _ - - I � � P I � I � � I i h II 8'-0" PLATET_ HEIGHT - - - - - __ ____ T.O. WINDOWSLL - - 7 I . M _; ill �- - GLASS - I _ , -_ � � � T - _ _ _- - . . Charles Thomas -i= -t _ _ I I I - T.O. SECOND FLOOR I� _�.l I I I 1 - - - -- C h I t e c% a r t T J 1T LE I 10'-0" PLATE HEIGHT PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 - - i _ 1 f -I i_ I I i � ! _ IT I h ,r4::'^`<:':^{ ,i'.•:nv.•' PROJECT i I' � � � ® ''>;:�ft f':':•:;i' T.O. WINDOWS .� ��, Jr_ r T J,_,rIr � � �. „r.<.•., '1 i , I I r— I�T i'� r i"1 ITJ � ^,; �r',yn„-{•.'•:l•;{' �:�:�„r;1'.•;r,;:.':,-.; Ir,,' 'V. �_ �.-I 1 � � - - - ' -� I I {.,r,.•i'},'�{r„X, `.\'T.'r^..X;{:.. r}1.. :a - 1 x SCR N lr v,.,•:,:•.,\ _LL 'v};•i:�:��{%.}v.v^a�: t'i,yrF:•`.'."iti:.�r.':.^.}.v.'.•,:.v:^.^{r} T I1 j' 1 ... FRONT ELEVATION I J �y .':;,;:.•::{:': GLASS I � GLASS GLASS T.O. FIRST FLOOR ri T j - EL 17.5' NATURAL GRADE EL 17.1 ,� I I Y?11 r ��� DATE: 4/9/26 PROJECT No. NATURAL GRADE EL 15.6 DRAMNG BY. MCGATE GRADE EL 15.0' NATURAL GRADE EL 14.8' CHK BY. DWG No. � 002 00 20F 5 E 2PROPOSED REAR ELEVATION__ SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.