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Home My WebLink AboutWeber, John �� EI.IZl��E'I'1�A. NEVII.I�E,1!/�I0/IC � Town Hall,53095 Main Road �(,��j,�� m P.O. Box l 179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS � Tax(631)765-6145 _� MARRIAGE OFFICER � ��' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER � www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER ��`�'�� I.�� TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Carol Hydell, Southold Town Clerk's Office DATED: July 26, 2016 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4411 for a Cesspool/Septic Tank Construction Permit submitted by: East End Construction Svcs Ine. for John VVeber Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. � � � � * * � * * � � * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final a�roval required from the Suffolk Countv Health Department Signature I�ated ��v�Fat�� ELIZABETH A. NEVILLE �` �' Town Hall, 53095 Main Road TOWN CLERK � �� P.O. Box 1179 � � Southold, New York 11971 REGISTRAR OF VITAL STATISTICS � � F� (631) 765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER ��f�� Telephone (631) 765-1800 FREEDOM OF INFOEtMATION OFFICER southoldtown.northfork.net OF�ICE OF THE '�OW1�T CLEI�I� TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10�or Non-Residential @ $25 Application No. �� Permit No. Applicant Name�.��i- i�r� c:��'';k�c��..3� ��'.�r��S` �>Na:'_� Applicant Mailing Address /��' ��'��z�--�/�G�� E'�� ►�,��-d'a ?1�2"� / Septic Ta or Cesspool /� Brief Description of Proposed Construction or Alteration �� == I~-��-U� ��,-,� Location of Proposed Construction/Alteration: Owner of Property: �cr t�� '� Owner Mailing Address: �--�-�" t� `�� =�'�` ��4�� (`� r ....J a.r�'�(b�,�-� /°'�'� l�Z'�r� f Owner Property Address: ��✓�� rv ;� Name and phone number of contact person - ��=�'�--t f�i�➢r��r.7 �`-��t - ��'�� -��'�` Tax Map No: 5ection �� Block �% �l Lot +�-��'' Cross Street 1'�`�'��/ /d�1�-��- �u� 1�T�TEe I,OC�.'I'IOI� I�iIAP 1l�I�JS'I' �E SLT�li�1I`I"I'ED WI'I'H �PI'I.ICA'I'IOI�ie l�i�W COI�tS'TRIJC'TIQI�t Q�JII2ES �iJl�V��'WIrI'I� �IEAI�'I"I� 1)E�AR'TI�EI�'I' A.PI'R�VAL ,�-�� .�� - >. .,-�� _...�__ � `�-.�7`� �� Si�n t �of Appli nt Date Received by: ��.�,s�„�� x � ._..� . , �% ; � ��'� � � �� PAGE 1 OF 2 � � � ' � y_ �.,,:�,� � � -�<------- , �''� � � `' J�,o �°� ��3t��ft�''A�9t31�1 ��d"�t'l:t�'['#(�ir!��.�';I�,Ji�Et� TEST HOI,E DATA � i�,��', �'�. !`��,TE`��,�I�'a�a1 UTlVEY OF �. G`' P�� F�O�G �Q��(�I�II.T`AT�V ��i�T�'R� (TEST HO' DUG BY McDONALD GEOSGENCE ON MAY 16, 2014 72:10PM) �"��:��°-��:�.�I�6'�"�°��'�"��f`�9f'o �OT 1 � �k,\-�'�0\,G1� �� .. e P,cc,�,F' °n°OQ.' �' S.7 � � -�,�y EL 5.5' .,,. 6Z f . ��Q� Q p o o�e � � �'Y�`��.t�:�k�..�3�?�'P�R'�'i4�lGI°�'i�' o' J� � OG� O � 90 O � d OARK BROWN LOAM OL WILLOW POINT Q, / � O� � BROWN CLAYEY SAND SC q � 6�� ,o � a �ae js� v1O��' EL 2.2' 33. FILE No. 4652 FILED JULY 16, 19&6 � ��F,� -Op :o� ��'/ �,��- - OO� Q�OQ�P WATER IN BROWN CLAYEY SAND SC SITUATE � \�y � ° 6/ ,^��LS�Q . � .� . � 5, ARSHAMOMA UE Y'� �P,�F,Q' P �r,� � �� iI I !�5'-q� . a... Qe� � �V�� LS OT� Q �� / I C V I �,�� Fs a� TOWN OF SOUTHOLD �a Q�'0 � ° �o�� ,� � - � �� ; � A�� C� SUFFOLK COUNTY, NEW YORK "1 (�/ ,y1 m , -. � � / � O .�� X �' WATER IN BROWN FWE . `r' 'I/ p . � �O� / \III�/^� �_ 5 .d . �pCe.�4 �O�O'''ZON�AE �E�. 6� �9�.�P TO COURSE SAND SW S.C. TAX No. 1000-56-05-20 �� - x � � � s il�� I � F SCALE 1"=30' 0 6 k � � / I s.x qJ. O t 20°: oTiyS: �`2�F MAY 20, 2014 / � / �'f �; � M/� �' �G� - JULY i. 2015 REVISE PER S.0 D.H.S. NOTICE 06\25\2015 ///��% OJat�i�� ^��I f� HOLE °a a� n� . F,.y G,. � F� 5.5 a / Fo� �2' ^�-.. AREA = 1 8,936 s q. ft. '-_- p . . P� 7A �- C , . �. ' .�.... � Q � �.a� �o (TO BUIKHEAD) 0.435 ac. �F,�i ♦ 3 \� � �O, �.� °° ; a pc� �� `�` r' -� ' a s.3 2 � CERTIFIED T0: ��5� �'� \ � 5 �Q �� `�' a; \ JOHN WEBER e� � 0� �J` p j F RST AMER CAN TITLE INSURANCE COMPANY �F Oe {� O � X5 4 \ � SPANO ABSTRACT SERVICES Corp. �°3' �' �i90 \ �' Q�:pF- G� tL O �DO j �o � 2�j��, \\` ��e\� � C�'� �` OO DA p ' �� ,) � �o a o�. c��,�g• O�,�'-g� � � `4 0� _ � p0' \� Jao a�° NO TES: S'�.`s � � � ��1 � � �t F°o� S f i 1. E�EVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �` "�' �� \ � ��6_9' 4.� �' 64°O , Sa EXISTING ELEVATIONS ARE SHOWN THUS: 5_D ��;� � � 43 6�O,, F PROPOSED CONTOUR UNES ARE SHOWN THUS: � �_ � (�} � � 9t�� ` �� ' � , 2. FLOOD ZONE INFORMATION TAKEN FROM: �� ' , y�.\ � � x48/ g� FLOOD INSURANCE RATE MAP No. 36103C0158H f�t� A�3L,Ei �4,�d �'o�`� ��'� � °2s� "� ZONE AE: BASE FLOOD E�EVATIONS DETERMINED � 00^ . �`°�.�V6i'y �tC2 E-i�� i�P�d� F L 1 =� 1 /� 3.7 m �� L � ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. � �M sF a s.4 1 ��a� e . m 1=5 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. . I �� s `�� , • � " � �� cAMP wpap 1 TANK; 8' DIA. 5' LIQUID DEPTN �` � .> �. � �c��y� � �Q�` � �Posr o �ocK 4, i:!IN1��1UM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. n o � � -5.5 /�j{G � 5.0 8 GALLEYS 2' DEEP OGyQ . J -y�.� � � � U '� X- p 4 y c9 P � /Q Qe � y 3�� / PROPOSED 4.75' WIDE X 8.5' LONG LEACHING GALLEY p.� Jt#�'�'C}t«iC�f31.�Rl�'4�t�e�F�e41�1 @JT�rI�[`�3�' s`��IAC..�°Fi��`I��dl�� ,♦ � � 4_2 a�a � i �� o � � y� � �PROPOSED FUTURE EXPANSION GA�LEY �ye�+ �^ �qe� �s / � � � 3 Q� �� y// C`cm�Y�I� t"'G}��1�Y��VA'�� e#F a,�+��?`��"H.�w�IC�Cl !'C7C�� 24" HARDWOOD � �.� � c� c�o :. � � � �O � � / ♦ � ti c3 �� „�i�� .��bz��y.tj�`�;°��i � p o 3 Q �- PROPOSED 7,500 6ALlON SEPTIC TANK . �OO� � �'S.6 ♦ z4�� HARDWOOD . � � -.. � 4 ��- . - � FOUND � � ?Q 5. THE LOCATION Of WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD � ` ^ �� F�� @�(/°� CONC. MON. � OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �,1,�o t;6��L tJ N � x 5.1 3.5 0 Q7 A � I��"C��H,..��.�.,,,,,,�...., x f.�, �.�.I�. i�t`�. �HI�,�„�.,`" 82 � „ � o�� 2O �/�� WOOD TIES. �_,5 ^N � P � TH MINIMUM R Q Q ^ .1.�, AS TABLISHEO F�#�q'�'�qCe'V�F� _ ......�-....�..-...�^�. � FOUND �- GRAVEL � Y . .... . ... CONC. \ 1 ry FLOAI"ING DOCK O C� �� .� g �C U5E� �� T`E�E,�"„ DTA�OPLA D . . . ��:s�'�:F�� MON. . ' O�•<�� . �y o � ["6d Cd (�`r�tl i tYd bS lpi 4J�" . �O (D � TIT IATIO . •A(�A .4;h '�g . �O�Zc^ ^ ^ O �� •r'� �I,,,,, X 2�`9� . � v ^ Y � ��.��'��'�� }�r� �� Cy � � . � � i a (;, � - � r� � � .� �- �� . DWELIING � �.�- r . � USES PUBLIC ali. � ) � _ WATER � a Y� �` � � .L07' .2� . NOS aL. � y . 1 ..� . ,//� DRAINAGE SYSTEM CALCULATIONS: �DG�a� ��or�''""'� 3 �' ��o°o� �J _ � � /)� �,�� _ �'4,,_ �� N.Y.S. �ic. No. 50467 ROOF AREA: 2,090 sq. ft. z � '�� Z,OJO S ft. X 0.17 - 355 CU. ft. UNAUTHORIZED ALTERATION OR AODITION � q• �` TO THIS SURVEY IS A VIOLATION OF 355 cu. ft. � 42.2 = 8.4 vertical ft. ofi 8' dia. leaching pool required U O SfCTION 7209 OF THE NEW YORK STATE � �� ' "� PROVIDE (3� 8� dia. X 3' high STORM DRAIN POOLS � EDUCATION v,w. COPIES OF THIS SURVEY MAP NOT BEARING DRIVEWAY AREA: 1,SJO S ft. THE LAND SURVEYOR'S INKED SEAL OR � � �I• EM�OSSED SEAI SHA�L NOT BE CONSID[REO ��89� sq. ft. X �.�7 = 32� CU. ft. TO BE A VALID TRUE COPY. �Jz� CU. ft. � 42.2 = 7.6 VG'ftlCa� ft. of 8� dia. leaching p00� required CERTIFICATIONS INDICATED HFREON SHALL�RUN -��-�-� PROVIDE (4) 8' dia. X 2' high STORM DRAIN POOLS �NaRE�Rto,nNOSON ws oEi1�MFTro THev� � � - TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - SubAivisions - Site Plans - COnstfuCtiOn Layouf ��,. LENDING INSTITUTION LISTED HEREON, ANO PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TO THE ASSIGNEES oF rHe i.FNowc wsn- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-7727 PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: � TNE EXISTENCE oF RIGHT oF wnvs OFFICES LOCATED AT MAILING ADORESS AND/OR EASEMENTS OF RECORD, IF . ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Rood P.O. �ox 16 , - Jamesport, New York 11947 Jomesport, New York 11947 � � PAGE 2 OF 2 :: STORMWATL'R MANAGEMENT NOTES: DETAILS t. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION SURVEY OF MATERIALS SNALL BE CONFINED TO THE LIMIT OF CLEARING r� �p AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. LO ll 1(J 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR w000 A CONTINUOUS LINE OF SILT SCREEN �MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC�� PGST (TYP.) . U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH suPPORr � MAP OF AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. to� MAX. O.C. SPACING dd ILLO'dtl �OINT THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W� WIRE SUPPORT FENCE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 5' MAX. O.C. SPACING FI�E No. 4652 FILED JULY 16. 1966 DISTURBED AREAS ARE PERMANENT�Y VEGETATED. SEDIMENTS w/o WIRE SUPPORT FENCE :, ' SITUATE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE • �-``'�- � SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE � �� ARSHAMOMAQUE � SCREEN IS REMOVED. .� �'LOW � '' 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ' � .�---""' TOWN OF SOUTHOLD � A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES sHa�� . :::.._.�_--=-; �: SUFFOLK COUNTY, NEW YORK = BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT _ - . �` ' •` - ;" SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES '"--- �� ATTACH FILTER FAeRic SECURELY S.C. TAX No. 1 000-56-05-20 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS To UPSTREAM SIDE oF Posr NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED �, - �� \�� e NOT TO SCALE AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE �j /\/\/ `, �/�/�/i MAY 20, 2014 OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES ��\��\\��\\��\\� �\��/��/� SILT �ENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED JULY i, 2oi5 REV6E PEa S.C.D.H.S. NOTICE 06\25\2015 NDT TO SCALE . „,„q.m,,,,,„,,.o,,,,a,�.. UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE'REMOVED. '��"°�'�"'�` rn 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. ��"�.'��t_.��I��:��r.4`➢~� 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS To 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR 5��7 FENCE AFTER �� C��y��.�;Z��,�i��'��t�:��{�y`�r��-;�;� . ON THE PROPOSED RESIDENCE. EncH STORM EVENT ANO REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILI NOT A�LOW 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHAL� BE DIRECTED TO DRYWELLS. oFF-siTE TRANSPORT. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ,K: � OR IF PAVED, 8E EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE, 3s" HIGH Po�E (Max.) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD Posr � SEEDED WITH AN APPROPRIATE PERENNIA� GRASS, AND MULCHED WITH STRAW FLOW House PROPOSED SEPTIC SYSTEM DETAIL !� IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF �-- E�Ev. io.o, (NOT TO SCALE) i FINISHED GRADE FINISH GRADE FINAL GRADING, OR BY THE EXPIRATiON DATE OF THE BUILDING PERMIT, ELEV. 8.5' ELEV. 7.7' WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINEO UNTiL A SUITABLE VEGETATIVE COVER IS ESTABUSHED. IF SEEDING IS IMPRACTICAL DUE TO ' TOP EL 6.7' �--1' MIN. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TOP EL. 7.5' '�-� MIN. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ��\j�\ "j�\%\\j� MIN. 4" DIA. 6•• SEPTIC 3' CLEAN �^ AND GROWTH. �/ �/ /��/��/ INV. EL APPROVED PIPE TANK APPROVED PIPE � �? SAND � �� :� � � g,7' min. PITCH 7/4"/�' cn min. PITCH 1/8"/1' INV. EL�5.9' LEACHING � o �. COLLAR 1 D. SUITABLE VEGETATIVE COVER IS DEF�NED AS A MINIMUM OF 85% AREA 2 ✓\//\ j�//�i INV. LEACHING - VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER � �� \ \��\\�� EL. 6.5' INV. EL. GALIEY THAN 1 SQUARE FOOT �N S�ZE. � ��'' � 60 e � 8'S�-�{� }�^85'b--�--} � - 11. AL� CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR N \� \�� H-e--"'� Z^' SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO�PREVENT RUNOFF ��\, �/`� - _ _-- OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGEG O N T O DISTRIBUTION cnu E v o F BOT. El. 42' G R O U N D W A T E R THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, $ GALLEY SYSTEM EIEV. 2.2' OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRGNCH DET.aIL CONSTRUCTION ACCE55 WAY AT THE ACCESS POINT ALONG THE ROAD. SEPTIC TANK (1) (NOT TO SCALE) LEACHING GALLEYS (�l S 1. MINIMUM SEPTIC TANK CAPACIIIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. �� 1 TANK; 6' DIA. 5 �IQUID DEPTH 1. MINIMUM LEACHWG SYSTEM FOR 5-6 BEOROOM HOUSE IS� sq ft SIDEWALI AREA. NOTES: 2. CONCRCTE SHALL HAVE A MiNIMUM COMPRESSNE STR[NGTH OF 3,000 psi Ai 28 DA7S. � GALLEYS; 2' DEEP, TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 3. WALL THICKNtSS SHALL BE A MINIMUM OF 3", A TOP THICKNLSS OF 6" AND A BOTTOM THICKNESS OF 4". 2, LFJ�CHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL� A�L WALLS, BOTTOM AND TOP SHALL CONTAIN REINfORCW6 TO RESIST AN APPLIED FORCE OF 300 psf. LFACHING STRUCTURES, SOLIO DOMES ANO/OR SlA6S. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE ORY AND STABLE. d. ALL JOINTS SHALL 8E SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHAIL BE OF PRECAST REWPoRCED CONCRETE (OR EOUAL). TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2, MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 5. Tr+e SEPTIC TANK SHALL BE INSTALLED AT LEVEI IN ALL DIRECTIONS (WtTH A MAX. TOLERANCE OF tl/4") q. A 10' min. DISTANCE BERMEEN LEACHING GALLEYS AND WATER IINE SHALL BE MAINTAWED. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON A MINIMUM 3"THICK BED OP COMPACTED SANO OR PEA GRAVEI. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GAIIEYS AND SEPTIC TANK SHAII BE MAINTAINED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL 8E SURROUNDED WITH EITHER SILT s. n 10' min. DISTANCE BE1weEN SEPTIC TANK AND HOUSE SHALL eE MAINTAINED. �� STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED W�TH APPROPRIATE FOR THE T�ME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. �� ' �� AND REQUIRED PERIOD OF USE. 2 � � � SLOPE OR LESS , � `°- �� ,�`�. � �� STABILIZE ENTIRE PILE �, �, �, �, TYPICAL STORMWATER UNIT �� E � WITH VEGETATION OR COVER (TOPS TO ¢E TRAFFIC BEARING) � tt � v hm l � � � ;. � �� (NOT TO SCAIE) �' -CAST IRON INIEi FRAME & COVER (FLOCKHART �J63518 TYPE 6840) � �� ~�f t � Ji � � `V `L � FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER ^��. -�, 1�_p�� 8" TRAFFIC BEARiNG SlJ�B �max.� . � �� L ,�'''� N Y S Lic No. 50467 � � � � � � � � � _ PIPE FROM ROOF GUTiERS '� � � � � � � � � y � � 8�-°� thari.� aft r i III � � � � � � - CRUSHED 3/4" - 1-i/2" STONE ;� ALL AROUND � � r �, � � �L � � � � LEACHING RINGS � REWFORCED PRECA5i CONC. - a000 Psi m 2a DAYS 3._p•� Successor To: Stanley J. Isaksen, Jc LS. 3'-0" - `_�_ �_ _ _ --- (m�n.) q• _(mm.) Joseph A. Ingegno l.S. 7�itle Surveys - Subdivisions - Site Plons - Construction Layoui �S7RAW BALES OR SILT FENCE fax (631 727-1727 PHONE (631)727-2090 ) --- -- o� O�FICES LOCATED AT M/+ILWG /+DDRESS SOII STOC,KPII,E -� F 1586 Main Road P.O. eox 16 --------- v (NOT 7� SCA�E� � GROUNU wniE�t Jamesport, New York 11947 Jamesport, New York 1194 - -..-...---� --�-�- - --_._- ------ '��'