Loading...
SEP-0366-2018 TOWN OF QUEENSB RY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-0366-2018 Date Issued: Tuesday, June 26, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-0366-2018 has been completed. Tax Map Number: 309.9-2-1 Location: 127 Adirondack ST Owner: Homestead Village Applicant: This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0366-2018 Tax Map No: 309.9-2-1 Permission is hereby granted to: Sanitary Sewer Service For property located at: 127 Adirondack ST In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvpe of Construction Owner Name: Homestead Village Septic Disposal-Residential $0.00 Owner Address: 200 Luzerne RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans& Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, June 19, 2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ueen yn, 2018 SIGNED BY: �d for the Town of Queensbury. Director of Building&Code Enforcement 4av SEPTIC DISPOSAL PERMIT APPLICATION Office Use Oniv /�, 742 Bay @sa�Qweensbur�@Y 12�O4 pemn�#. ^'��� ^�/°�. �4�/�r - ~---` p:510'76�8256 nmx�'�ueensbun�ne\ ' ^m'r ~~ - ° ��xhH�� K�#� Permit Fee:$ � invoice /3^���_7 Project Location: ��� ^d ��' Septic Variance? Yes No � ` � � ��� Primary Owner(s) | | Mailing Address ` | Phone & Email In | Installer/Builder / Mailing Address 0 Phone �� Enlail | | | �m�l���y | `7_ ' ��7 ,�- / /[) | -�~ ' �-�`���� '^', «rO Mailing Address |u�__- &�~^� ���� /��' ^�� |��,u/ ^�1�u°/ � °,� / ^ " Lc'^ '�'^~ �,^44«c /~j�- | Phone & Email | /c-y {� ' �� / . ^ -� ��'- �/6 � � ^ Contact Person for Building��Code Compliance: 6]'������ Phome;�^^o-.� ' l-�~ | RESIDENCE INFORMATION: | Year Built #ufbedrooms %gallons per bedroom =total daily flow Garbage Grinder Yes | 198Uorolder Installed? (circle one) ws� / 1981-1991 �=��Spa or Hot Tub Yes m'�/ | | Installed? (circle one) | 1992-Present /�L7 - � / ~ �' �� ~. PARCEL INFORMATION- Topography Flat Rolling Steep Slope V6Slope | Soil Nature Sand Lmarn C|ay C>ther | | | Groundwater At what depth? / | | Bedrock/Im pervious material At what depth? / | Domestic Water Supply /I(K0un'-pa| __WeU /ifvxe|[vvatersuppk/fronnonysepdcsystennabsorptinnis___ft.\ | | Percolation Test Rate: - per minute per inch(test tmbe completed bVlicensed | PROPOSED SYSTEM FOR NEW : | Tank size | len? gallons /m� size �O gallons, add 250 gallons for each garbage cylinder or tub � System Absorption field with#2stone Total length /LSZ,/ ft.; Each Trench J^T� ft. | Seepage Pit with#3stone How many: / ;3ize: | | Alternative System BedroyotVr type: | Holding Tank System Tot capacity? tank size #of tanks _____ | NOTES: 1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file-no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance PRINT NAME: \_~� v _//~����8�c� DATE: �� , ��� SIGNATURE: _ D/�'E^�/ -/ _ �~ Town ofovee^oovry Building 8 Code Enforcement Revised February zoz7 J _ ..- YV '^ r a BORING AND PERCOLATION TEST: --' s INSPECTION REQUIREMENTS: ASSUMED CONDITION BASED ON SITE EVALUATION . . O INSPECT ENGINEER'S REPRESENTATIVE T ` 0-5' MEDIUM FINE SAND Ju TRENCHES PRIOR TO BACKFILLING. NO WATER OR MOTTLING Z Z Z' �- PERCOLATION RATE APPROXIMATELY ONE MINUTE " '- BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE 1) NOTE: SOIL CONDITIONS TO BE CONFIRMED BY ENGINEER'S REPRESENTATIVE �r RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD PRIOR TO BACKFILLING SYSTEM. INSTRUMENT SURVEY. NORTH SEPTIC DESIGN: 00 APPLICATION RATE = 1 ,2 GAL./SF/DAY H N LOT 127 uj 3 BEDROOMS AT 110 GALLONS/BEDROOM PROPOSED 4" PVC SDR —35 =330 GALLONS uj } (GASKETED BELL) AT 1% MIN. PROPOSED DISTRIBUTION BOX #2 � Q (SEE DETAIL — SHEET 2) HYDRAULIC LOADING: 330/1 ,2 = 275 S.F. REQUIRED '■■■ PROPOSED 1,000 GALLON 275/2 = 137.5 LF REQUIRED SEPTIC TANK (SEE DETAIL — SHEET 2) W O O D S USE 1000 GALLON PRECAST TANK USE 3 LINES AT 50 FT, EACH (SPACED 6 FT. ON-CENTER) Lu PROPOSED 4" PVC (150 LF PROVIDED) (D SCH 40 AT 2% MIN, sHED O �— ELEACHG CONS TRUC TION NOTES, FIELDQ o 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR o THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES o BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE N MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY Z J N MUST BE PRESENT FOR A RIBBON TO BE FORMED. o Q � TREE � 15' I o 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE � EXISTING MOBILE HOME I 2 EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE /S 3 REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (J.E., SETTLE o w NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE—THAW LOT 127 I I I CYCLE) AND NEW PERCOLA77ON AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE /N THE W Q Y v DESIGNATED ABSORP77ON SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY o LOT 126 REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE O I MISALIGNMENT/BREAKAGE. Q } 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS }. N SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO ,y DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. L=L• W o Q 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF m Z Q I _ REMOVE EXISTING THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO I I TREES AS NECESSARY ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND S/DEWALLS SHOULD BE rn PINE IMMEDIATELY RAKED AFTER FINAL GRAD/NG AND AT LEAST SIX INCHES OF AGGREGATE PLACED /N w Z U i a 1 i THE TRENCHES. W Z 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED ATA SLOPE OF he TO % W32 /NCH PER = w FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE LU O DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF r' MEASURING THE tie INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 /NCH BLOCK TO U U v ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK LL Z i O w I FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE U PARK/NG S USED TO DETERMINE THE h6 INCH PER FOOT SLOPE. A %B /NCH BLOCK SIMILARLY USED WOULD W o �I AREA W' RESULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OFA Z PARK/NG �I DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED /N THE TRENCHES TO LL O �I AREAS A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES O 3I 3I OF FINAL GRADE. V) o i i 6) AFTER THE UPPER AGGREGATE IS PLACED /N 77-1E TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING � PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH DRAWN BY TSH w ws rcVti WS BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE 2 TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATER/AL, SUCH AS TREATED CHECK BY MSM ' BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. EDP PROJECT HUMBER 27806.12001 ^ w p� I i o� 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (l.E., NOT MICHAEL S. W W~W i m�cWn COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE i m�y A DI RONDA CK STREET I o GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT McNAMARA oho ' Via° SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE [� Q. I I o0o SUBSURFACE SEWAGE TREATMENT-SYSTEM HAS BEEN CONSTRUCTED. PE 7� ,029 mmcnamara®edpIIp.com s 8) A MIN/MUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND w ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 .--- ---_„ o `Jp i PROPOSED ABSORPTION FIELD ' �c°�z INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE w pU ( 3 LINES AT 50 FT, EACH I v VERT/CAL SEPARA77ON MUST BE AT LEAST 18 INCHES. i'OF (� �// (� (SEE DETAIL — SHEET 2) A, c g) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM T P� GOEC M YO 3 DSYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT E Y I DISCHARGED To 77-/E WELLS OR WATER CEM UNLSESESS SEPARATE CABLE. SUBSURFACE DISCHARGE TO AN AR 25 FET ' �-7 o JUN 18 2018 ' F 3 :� TOWN OF Q EN R \ '. r- w SEPTIC PLOT PLAN• CD m = W TOWN OF QUEENS BUR ( WAVE SEEN OR OBSERVED ALL OBJECTS FILE COPY BUILDING COMMUNITY DE�'I=t,� ' I. SUCH SES,WELLS,TREES, FENCES, ETC Q. Q. Reviewed B �o,� 07 S 0 ENT.I HAVE PER NALLY EXISTING SANITARY STRUCTURES \ AS HE t bt tORTH ON RAM. INCLUDING SEPTIC TANK AND SEEPAGE Date: ROF S F " �.�(�l� DEVICES ARE TO BE CRUSHED IN PLACE ` !' © 2018 BY ENVIRONMENTAL DES/GN "StG AT E DATE AND FILLED WITH NATIVE MATERIAL. PARTNERSHIP, LLP, ALL RIGHTS RESERVED N 309.9-2-1 SEP-0366-1018 SCALE: g UNAUTHORIZED ALTERATION OR ADD/nON TO Homestead Village 1 = 20' THIS MAP /S A VIOLATION OF SEC710N 7209 SUBDIVISION 2 OF THE NEW YORK STATE n EDUCATION LAW. NOTE: 127 Adirondack Street SHEET No.: COPIES FROM THE ORIGINAL OF THIS SURVEY Residential Septic Alteration MAP NOT MARKED WITH THE LAND SURVEYORS1 O F 2 EMBOSSED SEAL SHALL NOTCBE OPY S/DERED A MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT, HORIZONTAL SEPARATION BETWEEN HOMES. COPY. VALID TRUE p O COGO JOB , ` w., ' 'D'8 cq HEAVY DUTY MANHOLE FRAME 4 FINISH GRADE AND COVER BY CAMPBELL OR EQUAL ' '. ° a: —1111—III –III —III + —1111-1111- III—IIII—II III=IIII= I=IIII- N� III=III=� -IIII.—IIII ACCESS EXTENSION ASPHALTIC - - _ — - MH GRADE RINGS SEAL -IIII =IIII= �' I.D. AS PER . TOPSOIL FOR SETTLING FORT MILLER OR EQUAL —I I MIMI (AS REQUIRED) � ,_ _ _ _ _ _ _ INLET Z- _. - = I = I TERRATEX NO. 2 NONWOVEN „ j - I I OUTLETFF -I�IM IIII- I )III—IIII,,,,I (I III III 4 OR 6 I 3 MIN. Z (, I I EARTH — = I 1 I I— CONSTRUCTION FABRIC OR ---I I -__ I - —� A .. .. -IIII: -I I I I= EARTH -IIII=UNTREATED BUILDING PAPER BLDG. SEWER u- I I - Z �,...C� ....Qr, BACKFILL IIII=I BACKFILL I— OR STRAW �o N -IIII .._....._._>_..... ... SANITARY I I A WATER TIGHT JOINT (TYP.) ``, I=I II I=IIII= I I=I II= TEE u ro v PARGE W/NON-SHRINK GROUT [ �1n60 -IIII- -IIII— -IIII=I =IIII= f "I" z w 4' MIN. INSIDE & OUT TOP OF AGGREGATE 4" PVC MIN. ALL JOINTS BELOW . FULL o SANITARY TEE TO BE WITHIN O z_ pp Op OG� LIQUID LEVEL TO BE BITUMINOUS I 6"-12" OF SURFACE N RAKE ANY PERFORATION JOINT WATERTIGHT AND INTERIOR Q I I 0 ` SMEARED / LEAKAGE TESTED COAT KOP 300M _� BAFFLE WITH iv z O� WALLS00 ^ " PRIOR TO BACKFILLING OR EQUAL I I 4"X18' MIN. 0 MAY NOT BE REWIRED N Q—6" TO 12" LAYER Lu CRUSHED STONE OR� " PEA GRAVEL OR 24" MIN GROUNDWATER"BEDROCK WASHED GRAVEL CRUSHED STONE Lu >_ �OR IMPERVIOUS LAYER TO 1}¢" SECTION VIEW BEDDING LAYER Q 24" I.D. TAPERED NOTE: PLUG (TYP.) CROSS SECTIONAL VIEW LONGITUDINAL VI EW ASPHALTIC INLET INVERT IS 3" ABOVE SEAL (2" MIN.) THE SLOPE OF THE OUTLET PIPE TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC I I BETWEEN THE SEPTIC TANK AND THE UNTREATED BUILDING PAPER OR PERMEABLE I I DISTRIBUTION BOX TO BE %4" PER FT. GEOTEXTILE OR 4" LAYER OF STRAW I INLET I O I-I I OUTLET uj Kg7 O IIII I lI —� II I THE SLOPE OF THE INLET PIPE BAFFLE NOTE: O O ® OA QQ O 00 OBJ 2" MIN. O/J BETWEEN THE RESIDENTIAL UNIT AND FLOW I } PROVIDE CAPS THE SEPTIC TANK TO BE %4" PER FT. I MAY NOT BE BAFFLE NOT REQUIRED FOR 0 V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 0 0 0 0 0 0 Oto 0 0 o�~ON LINE ENDS III REQUIRED TANKS LESS THAN 10 FT. LENGTH a TTTTJJJJ // 2 o n7 00 00 C� 00 67 C? 00 -7z/ i3 "D" 0 „C„ SLOPE PIPE Xe"-Ya" PER FT. Ie Q o SPACING OF ABSORPTION TRENCH 6' O.C. °p TRENCH BOTTOM TO BE NEAR PLAN VIEW w N LEVEL AND RAKED TRENCH PROFILE TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" OUTSIDE Z — Q 1000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" O 3 ABSORPTION TRENCH DETAIL w Y NOT TO SCALE SEPTIC TANK (HEA VY DU TY SEP TIC TANK) o -0 N' _ O NOT TO SCALE FORT MILLER OR EQUAL �- 0 e > N J uj > ~I w Z 2 gym/► Q V J UI GRADE Z N w w NO TE: w Z 1. PIPE JO/NTS TO BE SEALED WITH PAVEMENT OR Q w D w /N ASPHALTIC MATER/ALS OR EQUIVALENT. ORIGINAL GROUND UJ 0 y l2 M REMOVABLE COVER 2. INVERT ELEVATIONS OF ALL /___ U U OUTLET PIPES MUST BE EQUAL. WHERE TRENCH SHIELD IS USED ... LL o WITH THE APPROVAL OF THE I ....... SELECTED GRANULAR FILL TO � A.O.B.E. AS ORDERED BY ENGINEER • 'o - - J. THE SLOPE OF OUTLET PIPES ENGINEER, SHEETED TRENCH BE PLACED UNDER PAVEMENT II NOTE: CONTRACTORS MUST COMPLY WITH ALL Z BETWEEN THE DISTRIBUTION BOX PAYMENT LIMITS WILL APPLY. • AND THE DISTRIBUTOR LATERALS 1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. O 0 > �/ SHOULD BE 1/8" PER FOOT. ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) w > Q BAFFLE s PLACED IN 8" LIFTS AND MAX. PAYMENT LIMITS ONLY FOR 0 BE COMPACTED TO 95% STANDARD PEN CUT AND ARE NOT INTENDED 3 3 INVERT TO REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT w =� PROCTOR (ASTM D698). UNDER FIELD CONDITIONS. A SAFE SLOPE INLET 2"M/N ELEV.0DEBRIS, FROZEN MATERIAL, LARGE W —� CLODS OR STONES, ORGANIC I--- ... DRAWN BY TSN • OUTLET CONTRACTOR TO USE SPEED LEVELERS MATTER, OR OTHER UNSUITABLE 6" WIDE GREEN PLASTIC LOCATOR TAPE, CHECK BY MSM MATERIALS SHALL NOT BE MARKED "CAUTION SEWER BELOW" •�'. JK0 AS SUPPLIED BY FORT MILLER TO EDP PROJECT NUMBER 27806.12001 2 • EQUALIZE FLOW. USED AS BACKFILL. TRACER WIRE #8 THNN STRANDED w COPPER OR STAINLESS STEEL MICHAEL S. SELECTED GRANULAR FILL McNAMARA 2 PLACED IN 6" LIFTS AND ,,.;=5:ww}N _.`.;,.�. '>->>x:y,�. ul MECHANICALLY TAMPED ORcc 12" MIN A.O.B.E. SEE NOTES 1&2. ' ' +�=^T PE 71 ,029 } CLEAN SAND OR PEA GRA VELkx: ~± yy'A }~Lrmmcnamara®edpllp.com2" THICK RIGID POLYSTYRENE INSULATION J m �s„_,.�.,,,.�,;�,,,.,:_ ,,.,.,��,�e,��• LOCATIONS WITH LESS THAN 4' COVER). CRUSHED STONE OR SELECT >a o GRANULAR MATERIAL AS ORDERED EXTEND TO MIN. 4' BELOW GRADE. BY ENGINEER (MECHANICALLY __ _ __- NE�V 2 DISTRIBUTION BOX TAMPED) OR A.O.B.E. SEE NOTE 2, FOR UNSTABLE TRENCH BOTTOM USE5" MIN. FOR PIPE 12" DIA. AND SMALLER Q�� TT yO 3 & NOT TO SCALE ADDITIONAL DEPTH OF STONE AS `° • r 12" MIN. FOR PIPE 14" DIA. AND LARGER CO M 29 0 NECESSARY TO PROVIDE A FIRM Q FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS Z cr STONE BEDDING SHALL BE WRAPPED IN A LiJ ON-WOVEN GEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) o NOTES: a 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE FES Q © 2018 BY ENVIRONMENTAL DESIGN ENGINEER. FOLLOWING REQUIREMENTS: y PARTNERSHIP, LLP, ALL RIGHTS RESERVED 0 % IN EXCESS OF 3 °o UNAUTHORIZED ALTERATON OR ADDInON TO 25 %-75% PASSING #4 SIEVE SCALE: o SUBS MAP IS A VIOLATION BECTON 7209 0 %-15% PASSING #200 SIEVE AS NOTED U SUBDIVISION 2 OF TUE NEW YORK STATE EDUCATON LAW. TRENCH DETAIL COPIES FROM THE ORIGINAL OF TUBS SURVEY SHEET N O.: MAP NOT MARKED W774 THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED A u VALID TRUE COPY. NOT TO SCALE 'Z OF 'Z O COGO JOB O