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Home My WebLink AboutHPC - 2440 VILLAGE LANE - McNairy Site Plan 10-30-23PROPOSED HYDRO-ACTION AN-500C I/A OWTS PROPOSED VENT TO BE TERMINATED THROUGH ROOF WITH A CARBON FILTER PROPOSED HYDRO-ACTION CONTROL PANEL AND AIR PUMP ON A 36" X 36" X 6" P.C. SLAB WITH 6X6 W1.4XW1.4 WWM ELECTRIC LINE TO BE PLACED IN CONDUIT CO PROPOSED VALVE BOX EXISTING CESSPOOLS TO BE PUMPED DRY AND ABANDONED IN ACCORDANCE WITH THE SCDHS STANDARDS 1 1/4" HDPE FORCE MAIN 2' PROPOSED 18 L.F. INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM (TYP. OF 3) PROPOSED 50% EXPANSION PROPOSED 18 L.F. INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM (TYP. OF 2) CLEAN OUT WITH A PLASTIC VALVE BOX INSTALLED FLUSH WITH GRADE (TYP.) 5' PROP. DISTAL HEAD HT. (TYP.) PROPOSED HYDRO ACTION PUMP STATION 2' MIN. MEET EXISTING GRADE AT 1:3 SLOPE MAX. 1 0 ' M I N . 5' MIN. 32'± 32'± (100' MIN.) 5' MIN. 5' MIN. 10 7 . 8 ' 121. 6 ' 144.7' 4 1 . 6 ' 1 0 ' M I N . SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL 4 4 . 8 ' PROPOSED 2ND FLOOR EXPANSION 24.4' X 27.4' (669± SF OF EX. 2ND FLR. TO BE INCREASED IN HEIGHT BY 3'± TO INCREASE CEILING HEIGHT FROM 6' TO 9'. APPROX. 1.3'X 6' PORTION OF EX. 1ST FLR. TO BE REMOVED 33'± PROPOSED 9.1' X 15.8' TERRACE OVER EXISTING ONE STORY ROOF 42'± PROJECT LIMITING FENCE / LIMIT OF DISTURBANCE APPROX. 7.7' X 6' PORTION OF EX. DWELLING TO BE REMOVED AND REPLACED WITH 46 SF COVERED PORCH EXTENSION 32'± 10' MIN.DRAINAGE AREA "A" 2 ROWS 22 L.F. FRENCH DRAIN DRAINAGE AREA "B" 3 ROWS 18 L.F. FRENCH DRAIN EX. WELL TO REMAIN LOCATION MAP 1"=600' PROJECT LOCATION E S N W SITE PLAN SCALE: 1"=30' 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2.TOPOGRAPHIC SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED 11/15/2022. VERTICAL DATUM N.A.V.D. 1988 . 3.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 4.A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 6.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 7.ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 8.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY STRENGTH CONCRETE. 9.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. 10.DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 11.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TEST. 12.TOTAL LOT AREA AREA = 12,925 S.F. GENERAL NOTES Scale: AS SHOWN SANITARY PLAN MCNAIRY RESIDENCE 2440 VILLAGE LANE ORIENT, NY Date: Drawn by: Plans are prepared by Condon Engineering, P.C. It is a violation of the New York State Education Law, Article 145, Section 7209, for any person unless acting under the direction of a licensed Professional Engineer, Architect, or Land Surveyor, to alter any item in any way. If an item bearing the seal of an Engineer, Architect, or Land Surveyor is altered, the altering Engineer, Architect, or Land Surveyor shall affix to the item his/her seal and the notation "Altered by" followed by his/her signature and the date of such alterations, and a specific description of the alteration. REVISIONS Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com 1 OF 2 HEALTH DEPARTMENT APPROVAL STAMP S.C.T.M.: DIST. 1000 SEC. 26 BLK. 1 LOT 17.1PROPOSED HYDRO-ACTION AN-500C I/A OWTS HYDRO-ACTION AN-500C DETAIL NOT TO SCALE ELECTRIC RISER DIAGRAM EX. ELEC PANEL PLC CONTROL PANEL W/ HP80 COMPRESSOR AIR PUMP 12 AWG UF WIRE IN 3/4" PVC SCH 80 CONDUIT 20 AMP BREAKEREXTERIOR RATED JUNCTION BOX BELOW GARDE IN A SPRINKLER BOX Notes: * All wiring and equipment are to be be provided and installed by the Electrical contractor (EC) in accordance with the National Electric Code (NEC) and Local Electrical Codes. * The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings. The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of the work. * All foundation penetrations for entry of directly buried feeders are to be equipped with galvanized steel sleeves. RMC is to be used at all other foundation and floor penetrations. * Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be labeled. The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. * All switch and outlet boxes, junction boxes, and pull boxes installed on the exterior are to be galvanized steel and rated for exterior use. * All exterior outlets are to be housed in weather proof enclosures. REMOTE PLC CONTROL PANEL W/ HP80 COMPRESSOR CONTROL PANEL & AIR PUMP ELEVATION 36" X 36" X 6" P.C. SLAB WITH 6X6 W1.4XW1.4 WWM ALL ELECTRIC TO BE PLACED IN SCH. 80 PVC CONDUIT JJC 10/30/2023 INV. EL. 2.95 INV. EL. 2.85 FLOW LINE EL. 5.5 EL. -3.3 I/A UNIT BUOYANCY CALCULATIONS: HIGHEST EXPECTED GROUNDWATER ELEV.= 2.0 BOTTOM OF I/A UNIT ELEV.= -3.3 TOTAL BUOYANT FORCE: 49.15 SF X (2.0-(-3.3)) X 62.4 PCF = - 16,255# X 1.5 = 24,382# RESIST FORCE (WEIGHT OF I/A UNIT) = 16,350# ADDITIONAL BALLAST REQUIRED. 24,382# - 16,350# = 8,032# 8,032# / 150 PCF = 53.5 CF PROVIDE 54 CF OF CONCRETE BALLAST. INV. EL. 3.4 4" SANITARY WASTE PIPE PITCH 1/4 INCH PER FOOT 2" VENT THE VENT TO BE TERMINATED THROUGH THE ROOF. CARBON FILTER DEVICE 12" MIN. 6" MIN. CLEANOUT EL. 4.7 2" VENT TO I/A UNIT 21' (10' MIN.) INV EL. 5.4 F.F. EL. 8.28 SANITARY SEPTIC SYSTEM PROFILE WATERTIGHT PLASTIC FRAME & COVER W/ APPROVED LOCKING DEVICE TO WEIGH 60 LBS. MIN. OR SECONDARY SAFETY LIDS / DEVICES TO BE PROVIDED ORIENT HARBOR WILLOW S T . NAVY ST . VIL L A G E L A N E PUMP STATION BUOYANCY CALCULATIONS: HIGHEST EXPECTED GROUNDWATER ELEV.= 2.0 BOTTOM OF I/A UNIT ELEV.= -2.0 TOTAL BUOYANT FORCE: 6.94 SF X (2.0-(-2.0)) X 62.4 PCF = -1,732# X 1.5 = 2,598# RESIST FORCE BALLAST REQUIRED: 2,598# / 150 PCF = 17.3 CF PROVIDE 18 CF OF BALLAST. NOT TO SCALE SANITARY SEPTIC SYSTEM PROFILE (SEE ADDITIONAL DETAILS ON SHEET 2) INV.EL. 2.6 FORCE MAIN CALCULATIONS: PIPE MATERIAL: HDPE FRICTION LOSS (C): 150 PIPE LENGTH:90 L.F. INCL. BENDS (WORST CASE TO WASTE PIPE OUTLET) LOSS PER 100' @ 1 1/4":15.3' ELEVATION CHANGE:6.3' TOTAL PIPE LOSS:15.3' X 90 L.F/100' = 13.8' + 6.3' = 20.1' AREA OF PIPE:1 1/4 ² X ( / 4) = 1.22 IN² GPM:27 GPM @ 20.1' HEAD LOSS (SEE CHART BELOW) VELOCITY:V = 0.4085 X FLOW / AREA OF PIPE (2 FT. PER SEC. MINIMUM) V = 0.4085 X 27 GPM / 1.22 IN² = 9.0 FT/SEC >2 FT/SEC. USE A 1 1/4" HDPE FORCE MAIN PROPOSED SHALLOW PRESSURIZED DRAINFIELD BALL VALVE 2' M I N . 8' (2' MIN.) 18 L.F. INFILTRATOR QUICK4 PLUS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM UNDERLYING ORIGINAL SOIL TO BE EXCAVATED TO ACCEPTABLE "SP" OR "SW" SOIL WITH A 1-5 MPI PERCOLATION RATE MATERIAL OF THE SAME PERMEABILITY AS THE UNDERLYING ORIGINAL SOIL SHALL BE USED AS USEABLE FILL INV. EL. 4.3 6" MI N . 8" 3' MIN.1:3 SLOPE MAX TO MEET EX. GRADE POLYLOK 3017-20H6 20" ROUND SEPTIC VALVE BOX OR APPROVED EQUAL EL. 4.7 EX. GRADE EL. 2.0 HIGHEST EXPECTED GROUNDWATER ELEV. VALVE BOX 12" PEA GRAVEL BASE GRADE EL. 5.2 EL. 2.7 INV EL. 3.0 1 1/4" PVC SCH. 40 SANITARY FORCE MAIN 28' (5' MIN.) 14 " M I N . 30 " M A X . 1 1/4"Ø PVC PERF. PIPE W/ 1/8" HOLES @ 18" O.C. PERF. HOLES SHALL BE ALONG PIPE INVERT. PROVIDE GEOGUARD ORIFICE SHIELDS @ 18" O.C. ORIFICES TO BE IN THE 12 O'CLOCK POSITION WITH EVERY 5TH ORIFICE INSTALLED IN 6 O'CLOCK POSITION PLASTIC VALVE BOX INSTALLED FLUSH WITH GRADE ENDCAP INSTALL LONG SWEEP FITTING SLOPE FORCE MAIN TOWARDS TREATMENT TANK EL. 4.0 NOTE: PSD AND TREATMENT UNIT TO BE COVERED BY A MAINTENANCE AGREEMENT. VALVE BOX VALVE (TYP.) TO PSD TO PSD CAP (FOR FUTURE EXPANSION) ADJUST VALVE TO PROVIDE 5' HL MAX. AT DISTAL END (5' DISTAL HEAD HEIGHT) SET DISCHARGE PUMP FLOATS TO PROVIDE 32 GAL./DOSE MAX. TO PSD PSD LEACHING SYSTEM DESIGN CALCULATIONS: - 4 BEDROOMS - 1-5 MIN. PER INCH PERCOLATION RATE USE 3.0 GPD/SF LEACHING RATE FOR SHALLOW PRESSURE DRAIN FIELD CATEGORY 1 PER TABLE 13. 4 BEDROOMS X 110 GPD/BEDROOM = 440 GPD 440 GPD / 3.0 GPD/SQ. FT = 146.7 SF INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM: (34" TRENCH WIDTH) 146.7 SF / 2.83' WIDTH = 51.8 L.F. USE 3 ROWS 18 L.F. INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM = 54 L.F. > 51.8 L.F. 50% EXPANSION: USE 2 ROW 18 L.F. INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM = 36 L.F. = 25.9 L.F. WATERTIGHT PLASTIC FRAME & COVER W/ APPROVED LOCKING DEVICE TO WEIGH 60 LBS. MIN. OR SECONDARY SAFETY LIDS / DEVICES TO BE PROVIDED NOT TO SCALE *NATIVE SOIL AND / OR SPECIFIED FILL "SP" OR BETTER SOIL WITH 1-5 MPI PERCOLATION RATE *THE INFILTRATOR QUICK4 PLUS STANDARD LOW PROFILE CHAMBER SYSTEM SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND GRAVEL ("SP" OR BETTER) WITH A 1-5 MPI PERCOLATION RATE. IN THE EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. 3' MIN.1:3 SLOPE MAX TO MEET EX. GRADE OR RETAINING WALL 34" 3.3" INVERT 36" WIDE TRENCH NATIVE BACKFILL TOPSOIL ESTABLISH VEGETATIVE COVER PIPE TIE WITH 30 lb TENSILE STRENGTH WEATHER - RESISTANT POLYPROPYLENE AT EACH CHAMBER CONNECTION PRESSURE LATERAL, SIZE PER DESIGN INFILTRATOR QUICK4 PLUS STANDARD LOW PROFILE CHAMBER CROSS SECTION EL. 5.2 MIN. EL. 6.5 MAX. 4" SANITARY WASTE PIPE PITCH 1/8 INCH PER FOOT 5' MIN. INV. EL. 2.8 20.1' EL. -2.0 EL. 5.5 HYDRO ACTION 141 GALLON PUMP TANK WITH A 1/2 HP HYDROMATIC HE20-51 EFFLUENT PUMP OR APPROVED EQUAL PROVIDE 18 CF OF CONC. BALLAST FOR BUOYANCY TO PSD PROVIDE 54 CF OF CONC. BALLAST FOR BUOYANCY DRAINAGE CALCULATIONS: THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" RAINFALL. STORAGE TO BE PROVIDED IN FRENCH DRAINS PROVIDING 3.5 CF/LF OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0. DRAINAGE AREA "A" STORAGE REQUIRED: ROOF AREA: 898 SF X 1.00 X 2"/12 = 149.7 CF 149.7 CF / 3.5 CF/LF = 42.8 LINEAR FEET REQUIRED STORAGE PROVIDED: USE 2 ROWS 22 L.F. EACH = 44 L.F. > 42.8 L.F. DRAINAGE AREA "B" STORAGE REQUIRED: ROOF AREA: 1,114 SF X 1.00 X 2"/12 = 185.7 CF 185.7 CF / 3.5 CF/LF = 53.1 LINEAR FEET REQUIRED STORAGE PROVIDED: USE 3 ROWS 18 L.F. EACH = 54 L.F. > 53.1 L.F. Scale: AS SHOWN MCNAIRY RESIDENCE 2440 VILLAGE LANE ORIENT, NY Date: Drawn by: Plans are prepared by Condon Engineering, P.C. It is a violation of the New York State Education Law, Article 145, Section 7209, for any person unless acting under the direction of a licensed Professional Engineer, Architect, or Land Surveyor, to alter any item in any way. If an item bearing the seal of an Engineer, Architect, or Land Surveyor is altered, the altering Engineer, Architect, or Land Surveyor shall affix to the item his/her seal and the notation "Altered by" followed by his/her signature and the date of such alterations, and a specific description of the alteration. REVISIONS Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com HEALTH DEPARTMENT APPROVAL STAMP S.C.T.M.: DIST. 1000 SEC. 26 BLK. 1 LOT 17.1 JJC 10/30/2023 SANITARY PLAN 2 OF 2 *ALL VIEWS = INSTALLED LENGTHS INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE CHAMBER PRODUCT SPECIFICATIONS (NOT TO SCALE) (EFFECTIVE LENGTH) TOP VIEW SIDE VIEW END VIEW QUICK4 PLUS ALL-IN-ONE END CAP QUICK4 PLUS END CAP INSPECTION PORT QUICK4 PLUS STANDARD LOW PROFILE CHAMBER PRODUCT SPECIFICATIONS Drawn by: Scale:Checked by:Sheet: Date: INFILTRATOR WATER TECHNOLOGIES 4 Business Park Rd. Old Saybrook, CT 06475 (800) 221-4436 INFILTRATOR ® water technologies MONITORING PORT, 4" PVC PVC FEMALE ADAPTOR WITH A MALE THREADED CAP NOTE: INSTALL LONG SWEEP FITTING ENDCAPINFILTRATOR CHAMBER (ANY MODEL) PLASTIC VALVE BOX INSTALLED FLUSH WITH GRADE INFILTRATOR WATER TECHNOLOGIES FLUSHING MECHANISM AND INSPECTION PORT WITH VALVE BOX TYPICAL DETAIL (NOT TO SCALE) FLUSHING MECHANISM AND INSPECTION PORT WITH VALVE BOX TYPICAL DETAIL Drawn by: Scale:Checked by:Sheet: Date: INFILTRATOR WATER TECHNOLOGIES 4 Business Park Rd. Old Saybrook, CT 06475 (800) 221-4436 INFILTRATOR ® water technologies I4 I2 I6 I1 SEPTIC PRODUCTS INC I7 I8 PRINT/PART NO.REVPART DESCRIPTION DATE DRAWN BY MATERIAL TOLERANCE +/- 0.125 UNLESS SPECIFIED OTHERWISE SIGNATURE HA-000 TCT Polyethylene BASIN, RIBBED 141 GALLON PUMP TANK UNASSEMBLED 5/26/2020 AKP10546 GASKET PACK (INCLUDED with LID) AKP60190 24" LID BILL OF MATERIALS ITEM QTY PART NUMBER DESCRIPTION 1 1 AKP20030 BASIN RIB 24 X 72 2 3 AKR240056 GROMMET, 1.25 ADAPT-A-FLEX 3 1 100025 PIPE, 4" Sch 40 PVC 4 1 AKR240059 GROMMET, 4.00 ADAPT-A-FLEX SCH40 5 1 700034 PIPE, 1 1/4" SCH 80 CONDUIT 30" 6 1 100028 CAP, HUB 6" PVC SDR 7 1 7020054 ELL, 90 1 1/4" SCH 40 PVC SXS 8 1 702001 UNION, 1 1/4" SCH 40 PVC SXS BILL OF MATERIALS ITEM QTY PART NUMBER DESCRIPTION 9 1 100151 PUMP EFFLUENT MID-SUC 1/2 HP STD 10 2 120044 SWITCH. FLOAT MM 25' MICRO-MASTER 11 1 702012 ADAPTER MALE 1-1/4" 12 2 240042 CLAMPS NO. 24 1-1/16-2 WITH CLAMP 13 1 AKP60190 Rotomold Cover 24 Solid 14 1 702014 PIPE, 1 1/4" SCH 40 PVC PRESSURE 50" 15 1 702014 PIPE, 1 1/4" SCH 40 PVC PRESSURE 24" 5 15 14 3 2 4 6 9 11 10 12 8 2 7 9 14 15 5 3 11 8 7 6 12 2 10 4 13 1 PRINT/PART NO.REVPART DESCRIPTION DATE DRAWN BY MATERIAL TOLERANCE +/- 0.125 UNLESS SPECIFIED OTHERWISE SIGNATURE AKP20030 005 TCT Polyethylene BASIN RIB 24 X 72 7/19/2019 Ø27 3/4 in Ø22 3/4 in 29 3/4 in (6) INSERTS ON A Ø26 3/16 in B.C. 9 1/2 in 72 1/8 in BOM DESCRIPTIONPART NUMBERQTYITEM 1/4-20 Aluminum Insert/Open EndsAKR1013061 FRENCH DRAIN DETAIL 2' - 0 " WRAP WITH 6 OZ. (MIN.) NONWOVEN GEOTEXTILE (FILTER FABRIC) MIRAFI 140N OR AN APPROVED EQUAL. EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN STRATA OF SAND AND GRAVEL. BACKFILL WITH SUITABLE POROUS SAND AND GRAVEL MATERIAL. SANDY TOPSOIL4" MAX. SEED OR SOD *CLASS I OR II MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D2321 IN PIPE ZONE. 12"Ø PVC PERFORATED PIPE 6" 4'-0" PROTECT FRENCH DRAIN WITH 6 OZ. (MIN.) NONWOVEN GEOTEXTILE (FILTER FABRIC) MIRAFI 140N OR AN APPROVED EQUAL UNTIL LANDSCAPING AND GRASS IS ESTABLISHED.