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Home My WebLink AboutPrzyborowski, JamesELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Carol Hydell, Southold Town Clerk's Office DATED June 5 2015 �! �!! JUN 2(}15 , RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4323 1 for a Cesspool/Septic Tank Construction Permit submitted by: James Pruborowski 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 approval required from the Suffolk County Health Department Signature r Dated j ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Residential @ $10 OFFICE OF THE TOWN CLERK . . TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK or Non -Residential @ $25 Town Hall, 63095 Main Roa, P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6146 Telephone (631) 765-1800 s o u th o ld to wn. northfork. net Application No./ ✓ J P, rn,; t AT - peptic i ants . or Uesspool Brief Description of Proposed Construction or Alteration Location of ProposPA Owner of Prope Owner Mailing Owner Property Address: Name and phone number of contact person 5 4C" Tax Map No: Stion (p Block (� Lot — . — Cross Street _ � v 2 NOTE: LOCATION MAP MUST ' BE SUBMITT WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH TH DEPARTMENT APPROVAL Sign e of pplicant ate Received by: r N rn U) I Y7 s.>r m En SILT FENCE WOVEN WRE FENCE (MIN. 14 GAUGE W/ MAX. 6' MESH SPACING) 35' MIN. LENGTH FENCE POSTS DRIVEN MIN. 16' e �o PERSPECTIVE VIEW WOVEN WRE IINCE (MN. 14 1/2 GAUGE W/ MAX 6' MESH SPACING) WITH FILTER CLOTH 3 36' MIN. FENCE POST o VNDISNRBED `V FLOW- GROUND COMPACTED SOIL s € EMBED FILTER CLOTH o A MIN. OF 8' IN GROUND ILS f� SMON VIEW CONSTRUCTION SPECIFICATIONS 1. WOVEN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS NTH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER T OR 'U' TYPE OR HARDVAOD. 2. FIL70 CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE W17H TIES POLE SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WRE 728 6' MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SMALL BE OVER -LAPPED BY SX INCHES AND FOULED, FILTER ttOTH SHALL BE OTHER FILTER K MRAFI IODX, STABIWKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UMTS SHALL BE GEOFAS. ENVIROFENCE OR APPROVED 1 4.= UIVAIENT. 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE ro W Q \\ C Zr oCl 0 PER NfIDRN510 \ LANDSCAPE PLAN o 0 SINGLE FAMILY RESIDENCE (MUNICIPAL WATER 6c1 Z Q ON SITE SEPTIC SYSTEM) 0 psi ,� 0 mIn LD LD G CA NO CON nNUoUS HOT TO WAGE ASPHALT SEALA1tTE NAND] d H PRWOSED WADE 4' SCHEDULE 140 1/I' PVL PROPOSED CONTE uW. a• ' � z• Mw. ABo1E ^ A, curler weERr � Y MW� U) BATTLE REQUIRED IF IR2'PPEERR EEDS / m TYPICAL DIS7IRIBUTT0N BOX Nor ro scAle 0 psi ,� 0 mIn UCT10N E1 NOT TO SCALE 41010ud ILO 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. 2. ENTRANCE 9ULL BE 12' WIDE MINIMUM. 3. SUB -BASE OF FREE DRAINING BACKFILL MAY BE USED IN UEU OF GEOTEXTILE FILTER FABRIC 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS AS REWIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED. DROPPED OR TRACKED ONTO PAVED SURFACES SMALL BE REMOVED IMMEDIATELY. INLET LD LD G CA NO CON nNUoUS HOT TO WAGE ASPHALT SEALA1tTE NAND] d H PRWOSED WADE 4' SCHEDULE 140 1/I' PVL PROPOSED CONTE uW. a• ' � z• Mw. ABo1E ^ wtEr d curler weERr � Y MW� U) UCT10N E1 NOT TO SCALE 41010ud ILO 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. 2. ENTRANCE 9ULL BE 12' WIDE MINIMUM. 3. SUB -BASE OF FREE DRAINING BACKFILL MAY BE USED IN UEU OF GEOTEXTILE FILTER FABRIC 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS AS REWIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED. DROPPED OR TRACKED ONTO PAVED SURFACES SMALL BE REMOVED IMMEDIATELY. INLET LD LD G CA NO CON nNUoUS HOT TO WAGE ASPHALT SEALA1tTE NAND] d H PRWOSED WADE 4' SCHEDULE 140 1/I' PVL PROPOSED CONTE uW. a• ' � z• Mw. ABo1E ^ wtEr d curler weERr � Y MW� ,O BATTLE REQUIRED IF IR2'PPEERR EEDS / m TYPICAL DIS7IRIBUTT0N BOX Nor ro scAle UCT10N E1 NOT TO SCALE 41010ud ILO 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. 2. ENTRANCE 9ULL BE 12' WIDE MINIMUM. 3. SUB -BASE OF FREE DRAINING BACKFILL MAY BE USED IN UEU OF GEOTEXTILE FILTER FABRIC 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS AS REWIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED. DROPPED OR TRACKED ONTO PAVED SURFACES SMALL BE REMOVED IMMEDIATELY. INLET J' VIINT�9 Y VDRL 0 uoulD LEVELlilt CON nNUoUS HOT m ASPHALT SEALA1tTE NAND] d H EXISTING CONTOUR"""S��, 4' SCHEDULE 140 1/I' PVL PROPOSED CONTE INLET BAFFLE ESP GAS y .I D61FC W STONE WALL / 4'J - i -i I -Y CROSS SECTION 1000 GALLON � roMPARTMENT I'-5-°•�I � 1 '� rH ELAM s LEACHING XPPOOL DETAIL HIGHEST EECTED ,GROUND WATER NDT TO SCALE , I O R E N T 6'-6' � KNOC TOU p INLEI AND RW INSIDE -44 h Wawa rm I - PLAN 1' MM 3 KEY RADE PROVIDE STRAW BATS BALM SECTION VITH 9.T FENCE (TV, 20GJ TF WA910UT PIT NOT TO SCALE NOTES: 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION, LARGER PROJECTS OR PROJECTS REWIRING PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK. SO GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 2 CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 75X OF ITS CAPACITY. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT OF WASH WATER. N/F JANE CHEMERYNSKI, DIANE BLOMOUIST & JIMMY PRZYBOROWSK( ----' SINGLE FAMILY RESIDENCE c--------_--. MUNICIPAL WATER ��\1 ON SITE SEPTIC SYSTEM N/F UNITED STATES OF AMERICA (NAW SITE) DRAINAL:< GAI L]A-ARONB ROOF AREA - 2.989 SF REWIRED - 2.989 SF X 1.D X 2/12 - 498 CF 498CF / 26.27 CF/VF = 17.62 K USE THREE(3) - 6'e X 6' DEEP DRY WELLS YSEST MAP REFERENCES 1.) PLAN OF PROPERTY TO BE CONVEYED BY WEST END LAND CO. INC. TO DONALD W. AND ALICE FL SINCLAIR AND ARTHUR J. AND BERNADETTE WALSH; FISHERS ISLAND. NEW YORK; SCALE: Y - 40 FT.; CHANDLER & PALMER. ENGR'S; SEPT. 1963 NOTES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRUNGULATION STATION 'PROS' 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 010, BLOCK 10, PORTION OF LOT 6.1 (SUBDIVISION PENDING) 6.) TOTAL AREA - 1.933 ACRES. 7.) SITE IS LOCATED IN R-80 ZONE. B.) BASE FOR LEVELS NGVD 1929. 9.) R OF L07 COVERAGE - DEVELOPED LOT AS PROPOSED- 3.27% 10.) AREA TO BE CLEARED = 280123 S.F. 7FST_HIM IF DATA BY: R. STROUSE P.E..L.S. - APRIL 17, 2014 TEST HOLE 91 0-0.6• TOPSOIL (SM) D.8'-5' NED BROWN SILTY SUBSOIL (SM) 5'-7.5' LIGHT BROWN SAND (SP) 7.5'-77' GRAY, STONEY, SAND (SP) .,1. CYCTFY 11FSIl;N FTIR N11 10 4 ..S (SEE ARCHITECTURAI. PANS) PROVIDE 1000 GAL SEPTIC TANK INV. IN = 57.5 INV. OUT - 57.0 PROVIDED - BOX INV. IN - 58.67 INV. OUT - 56.5 PROVIDE 2 LEACHING POOLS INV. IN - 56.0 N/F NOW OR FORMERLY SF SQUARE FEET - - 60 - - EXISTING CONTOUR"""S��, ® PROPOSED CONTE 000000000000 STONE WALL / RETAINING WALL FENCE .IWYYY\. TREEUNE 30 15 O 30 GRAPHIC SCALE IN FEET Y 7 Q Y 3 0 40, r p O W w W O m re O Z oIL N W>w In IL Y V) r r z 0 w 2 N a a � G O o m GO cm O w i V Z � w w c5q�� DATE: 02/25/2015 SCALE: 1" = 60' SHEET 1 OF 1