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2005-410 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20050410 Date Issued: Thursday, December 29, 2005 This is to certify that work requested to be done as shown by Permit Number P20050410 has been completed. Tax Map Number: 523400-308-019-0001-006-000-0000 Location: 35 CANDLEBERRY Dr Owner: NYSARC, INC. WARREN WASHINGTON CO'S CHAPTER Applicant: NYSARC, INC. WARREN WASHINGTON CO'S CHAPTER This structure may be occupied as a: Septic Alteration Residential 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 12804-5902 (518) 761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050410 Application Number: A20050410 Tax Map No: 523400-308-019-0001-006-000-0000 Permission is hereby granted to: NYSARC, INC. WARREN WASHINGTON CO'S C For property located at: 35 CANDLEBERRY Dr 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 Zonuig Ordinance. Type of Construction Value Owner Address: NYSARC, INC. WARREN WASHIN Septic Alteration Residential 375 BAY Rd Suite 200 QUEENSBURY, NY 12804-0000 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency ADIRONDACK RESOURCE MANAGEMI 587-4300 NY 12804-0000 Plans&Specifications 2005-410 SEPTIC ALTERATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 14, 2006 (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 own Que b ; T sda ,June 14, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 �518) 1161-8256 1. OWNER INFORMATION: ............... ..................................._......................... ........................ . ........... Office Use ............. 4 Location of installation: 35 c-o►�,(�1 �>; � File Pe Tax Map No. No. { Fee Paid Owner's Name: c re4g �tQkS�'✓Q, /`rt C_ i ............. .... .... ...................... ....,.............,. `d Address: 3 ? S Q A, = 2. INSTALLER'S NAME : }�v�ro,nl,ry 1�Qf u t�<5�e. /rluwlye�fu.� PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equ!l total daily flow) Year of House: No.of Bedrooms x Computation = Total(Daily Flow i 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gallbdtm = c 1991 —present x 110 gal/bdrm = . C�VET Garbage Grinder Installed yes_ / no JUIN 0 Spa or Hot Tub Installed yes / no TOWN OF QUErNSBU 11Y � ) BUIL 4: PARCEL INFORMATION: (circle applicable information&indicate mea�m is DING AND CODB ToDop-raDhv Soil Nature Ground Water Bedrock or Im ervious Material Domestic Water S11PRIa Fla 4san:jIat what depth at wh t depth m nicip 71f oiling oam feet !� feet Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon min. size 1,000 al. ,001 rT/&- 11120 Tile Field: each trench j0 C> ft. Total System Length: ft. PPIA16- 4,D,917 d�iV_ !So -a eic►srlivc, 11/10• Seepage Pit(s): number of size of each: ft. b� ft. Size r-f Stone to be used: # ! depth or thickness feet; Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(pleasee read) For your protection,please note that pursuant to Section 136-,29 ofl�the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation 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 with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. S-- ©s Signature of responsible person date ►Told of (11 loci labuti-Y Srr.v'vcm and SCW;ll,C Disjm:+:tt Chapter • AI1j ondix t s • j AI#��t)IZI�'d'It)�l I"I11I�I.� r � ', SI'llARA'I•ION ItSAIt.JMENINANTS' kitPOND as I 7. SIGNATURE &TNF0pJdA`Tj0N FCC. lIVNbWLr*rz"vo wL000v......., i i ' ' r i I i Septic Inspection Report Office No.(518)761-8256 Date Inspection re st r eiv Queensbury Building&Code Enforcement Arrive: epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s- NAME: E IT NO.: 'Z�Gh LOCATION: �� SPECT ON: _ RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: $, Absorption Field: Total length ft. Length of each trench ft. _Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Cap* Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Con er Plot Pla N En ineer R ort As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s• Approved _Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 ENVIRONMENTAL DESIGN PARTNERSHIP,LLP December 28, 2005 Town of Queensbury Building Department DEC 742 Bay Road Queensbury,New York 12804 i ``•_-- D!R Attn: Dave Hatin, Director Re: Warren Washington County ARC 35 Candleberry Drive Septic System Expansion Dear Mr. Hatin: Enclosed you will find an as-built sketch for the recently completed system expansion for the above mentioned project. You may recall from our conversations that some field modifications were necessary due to issues found after uncovering the existing system. The enclosed sketch provides measured distances to both the existing lines and the newly installed components. The new septic tank was set to meet the elevation of the existing four inch house sewer(which had a minimum 1/4"/foot pitch). The new four inch line out of the tank was installed to the Zabel chamber and the replacement distribution box with a minimum 1/8"/foot pitch. As per our phone conversation in order to provide positive pitch(1/8"/foot)to all distribution lines, it was necessary to eliminate the built in 2" drop in the distribution box. The drop within the box is typically provided to allow any carry over solids to settle within the box and not carry into the absorption pipes. Since the expansion plan includes a Zabel chamber, it is unlikely that any solids will reach the distribution box. Upon excavation of the existing absorption trenches it was discovered that the existing trenches (total of five) were installed at approximately nine feet on center. Due to the increased distance between the existing lines the amount of space available for the new lines was restricted. In order to maintain the required separation distances and to provide proper separation distance to the existing water main, it was determined to eliminate one of the three proposed expansion lines. 900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 puulllupl Page 2 =: �IIIIIIIIIIIII Mr. Dave Hatin December 28, 2005 A total of five existing absorption trenches were found. The lengths of the existing lines were not confirmed. Our expansion design was based on a copy of an Application for Septic Disposal Permit dated 11/24/86. The permit application listed four absorption trenches at 60 feet long. Since we were not able to determine the length of the existing lines we are assuming for analysis purposes that they are 50 feet long. The system as constructed has a total of 370 linear feet of absorption trench(250 feet existing, 120 feet new). The projected hydraulic loading rate based on the percolation rate was determined to be 888+/- GPD. We discussed this with the Capital District Developmental Services Office (CDDSO) and they agreed that based on the limiting site conditions this was the most economically feasible approach for the property at this time. Based on the projected hydraulic loading rate, the system is adequately sized for five clients (125GPD/client) and up to three staff members (75GPD/staff). The CDDSO agreed that this would be adequate. We hereby certify that the components as modified according to the above explanations and as located on the enclosed sketch as-built, comply with the intent of the system expansion plans dated originally April 20, 2005, with most recent revision dated October 25, 2005. The system is complete and operational. The contractor will return in the spring to re-grade and repair the finish lawn, at which time a final inspection will be completed. Respectfully Submitted by, Charles D. Baker P.E. License No. 70,149 CDB/cb/finalcertcandleberry Enclosure Cc: Al Miller Frank Shaw Dan Krueger 900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 - fax(518)371-9540 AS Dec. 7-005) Ile ts�C�uon za6d Flttr o 6, Rises Ib G(AAC Risa to Gral t 1400C GA R . A 6 • 22.� r F 73 �Z) > EW 66' � DL C-6 ERP Septic Inspection Report Office No.(518)761-8256 Date Ins ectio uest r c ved: V Queensbury Building&Code Enforcement Arrive: a art: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: IT NO.: LOCATION: A �o RECHECK: SPECT ON: y Comments and/or diasram Soil Type. Sa oam/Clay Type of Water: 'nici Well Water Waterline se ara ion istance ft. Well separation distance ft. Other wells: ft, Absorption Field: Total length Length of each trench Depth of trenches Size of Stone 1 Seepage Pits: Number Size: x `► Stone Size: c)F Piping Size Type Building to tank LAB Tank to D' c - tJCr Distribution Box /Pit BOY, q Seale . /Partial enin End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft Conforms as per Plot Plan Y E E� -Engineer Report and As-Built Y N ` � T Location of System on Property: Front Rear Left Side Right Side CMiddle Front Mi dle Rear System Use Status: Approved E� artial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 t Septic Inspection Report Office No. (518) 761-8256 Date Inspection re t re ed Queensbury Building&Code Enforcement Arrive: a De am,/pm 742 Bay Rd.,Queensbury,NY 12804 Ins a is Initi� NAME: �� C ' PERMIT NO.: __. / C� LOCATION: �� , v INSPECT ON: RECHECK: _ Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Ca o Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 (4A Septic Inspection Report Office No.(518)761-8256 Date Inspection re est r e' e . Queensbury Building&Code Enforcement Arrive: am/pm part: 742 Bay Rd.,Queensbury,NY 12804 Ins ector's Initi s• V 2 NAME: IT NO.: LOCATION: DR, PECT ON: — RECHECK: Comments and/o dia r Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone See age Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit_ Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 116105 APPROXMATE LOCATION OF EXISTING TILE FIELD. CONTRACTOR TO LOCATE & EXISTING GARAGE AVOID AREA WITH HEAVY HOUSE EQUIPMENT ' EXlS77NG BUILDING SEWER EXISTING 1,000 GAL. SEPTIC'-INK S LL EXIS77NG 1,000 GAL. SEPTIC TANK BE PUMPED, DE OLISHED & OVED FROM THE SITE. 1,000 GALLON TANK ,� ,� SHALL BE REPL CED WITH A 1,50 0% G1. )SEPTIC TANK (S E DETAIL) EXISTING 4 LINES AT 60' EACH NOTE: CONTRACTOR SHALL SUPPLY RADE ----------- 3 EXTENSIONS AS REQUIRED TO BRING CAP ENDS SPACED 6' ON CENTER ACCESS TO FINI H GRADE. OF LINES i F------------ (TYP•) t F------------ 4" PVC SDR 26 AVITY "- - - - SEWER AT 2% MIN 6' O.C. (TYP.) I-- ----- - 3 4" PVC OLID HEADER PIPES ( P.) 10' MIN. TO PROP RTY LINE TYP.) I (3) 2FT WIDE BY 60 FT LONG SOIL Y DRI VE ABSORPTION TRENCHES (TYP.) (SEE DETAIL CANDLEBERR & NOTE REGARDING TRENCH DEPTH) EXISTING DISTRIBUTION BOX TO BE REMOVED & REPLACED WITH NEW DISTRIBUTION BOX. EXISTING LINES TO BE CONNECTED TO NEW DISTRIBUTION BOX ZABEL FILTER ASSEMBLY (SEE DETAIL) / /` 0 #2 DISTRIBUTION BOX (SEE DETAIL . �,�- © 2005 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED T 1 O UNAU77-IOR/ZED ALTERA77ON OR ADDIT70N TO THIS MAP /S A VlOLA170N OF SEC770N 7209 N 0 ^ as I a2 SUBDIVISION 2 OF THE NEW YORK STATE TOPSOIL FOR SETTLING W $ a a R \ ;\ b�LEDUCAT70N LAW. =1I I1=IIII= — —_ COPIES FROM THE ORIGINAL OF 1NlS SURVEY CAST IRON FRAME & COVER ���� MAP NOT MARKED WIN THE LAND SURVEYORS =1I11=IIII= -I IIII-IIII,=I II-IIII-IIII I- DETAIL (THIS SHEET) N°; _ _ :. IIII- - EMBOSSED SEAL SHALL NOT BE CONSIDERED A I-II EART}{ -IIII= -IIII O \ VALID TRUE COPY. >- - I I I=1 EARTH \ \ BACKFILL BACKFILL I-III n x S 5" O.D. 4-1/2" I.D. x 5" 5. y STRUCTURE TO BE BACKFILLED - ~y WITH BACKFILL MATERIAL / "I p•• p p p t� p p• p \\ Z st 2\ € (TYPICAL) Ff \\ a 11-13/16 0 INSTALL CRUSHED Zj h V A d ti tOO& STONE AS REQUIRED O W ,,. SEPTIC SYSTEM DESIGN: s"0 "`• )� a�` a \ k a �i \ I V. 0 = / " TO WITHIN 12" OF CRUSHED CRUSHED Z !► 2 `\�a s 1 4 ro o• p . p p p .p EXISTING RESIDENTIAL GROUP HOME SERVING FOUR CLIENTS AND N ur SAME As INV. IN �\' FINISH GRADE STONE STONE O TWO STAFF MEMBERS. THE AGENCY WOULD LIKE TO ADD ONE NOTE: (SEE P6) a a• ' V•. V V V .a UNTREATED BUILDING MORE CLIENT AND TWO TO THREE STAFF MEMBERS TO THE 3-9/16"� GEOTEXTILEPAPER OR PERMEABLE U M PROVIDE ADDITIONAL ACCESS • HOME AND THEREFORE UNDERSTAND THE NEED TO INCREASE EXTENSIONS AS REQUIRED THE SIZE OF THE EXISTING SEPTIC SYSTEM. TO MEET FINISH GRADE. d V' a v•• V a a O F-1 M PROJECTED HYDRAULIC LOADING RATE:BASED ON GUIDELINES TOP of AGGREGATE o "MIN• o W 4` PVC MIN. „t RECOMMENDED BY THE NEW YORK STATE DEPARTMENT OF 6"0 1s" TO BE WITHIN w RAKE ANY ,,DINT c g 6"-12" OF SURFACE r>F1tFORATION SMEARED ; F. HEALTH AND THE NEW YORK STATE DEPARTMENT OF w o� TRENCH WRENC „ ENVIRONMENTAL CONSERVATION THE HYDRAULIC LOADING RATE Z o o INV. IN= SET ACCESS EXTENSION ON z O WAS DETERM/NE BASED ON 125 GALLONS/DAY/PER CLIENT SEE P6) FULL ROUND SLAB WITH 1" SO. BUTYL �O + \ \ ( RUBBER. SEAL JOINT ON BOTH INSIDE AND 75 GALLONS/DAY/STAFF MEMBER, FOR TOTAL ESTIMATED 480 Les. ? AND OUTSIDE WITH NON-SHRINK 24" I C3RU4SHEDD ;TO OR WASHED GRAVEL �' < sy, `� � � • FLOW RATE OF 25 GALLONS DAY GROUT. GROUNDWATER BEDROCK / / W / ACCESS EXTENSION OR IMPERVIOUS LAYER - O NOT TO SCALE INSTALL THIS 11-3�8" 0 ---►� o � It 4x SOIL PERCOLATION RATE: A COPY OF THE ORIGINAL CROSS SECTIONAL VIEW LONGITUDINAL VIEW FILTER IN r APPLICATION FOR SEPTIC DISPOSAL PERMIT WAS OBTAINED FROM 2'-0" ACCESS EXTENSION E-4 /� F THE TOWN OF QUEENSBURY. THE ORIGINAL SYSTEM WAS UNTREATED BUILDING PAPER OR PERMEABLE IL ■ V \ � DESIGNED BASED ON A SOIL PERCOLATION RATE OF FIVE INCHES THE ZABEL MULTI-PURPOSE FILTER I=IIII _ -,,,,-, GEOTEXTILE OR 4" LAYER OF PERMEABLE GEOTEXTILE > W RESULTING IN AN APPLICATION RATE OF _IIII=IIII-IIII IIII-IIII=IIII=III' PER MINUTE OR LESS, DIMENSIONS: T-IIII- - - ' F 1.20 GPD SF. IN ADDITION TO THE HISTORIC DATA, THE CONCE?E:4000 PSI o —IIII= ?" Z N " a / APPROXIMATE DIMENSIONS ARE SHOWN ABOVE. STANDARD O O O pp o 00 ' ENVIRONMENTAL DESIGN PARTNERSHIP (EDP) COMPLETED THREE - 3" (jEN INFORCEMENT:ASTM A615-GRADE 60 a PLACE STRUCTURE ON ;tip,', AS A185-GRADE 65 FILTER SPACING IS t/16" WIDE. PROVIDE COMPACT UNIT FLOW PROV DE CAPS w g. . o ON LINE ENDS [�] SOIL PERCOLATION TESTS ON THE PROPERTY IN SEPTEMBER OF MIN. 6" DRAINAGE FILL TRAINED AIR:5.0'9.0% WITH 198 FEET OF FILTERING CAPACITY. INLET OPEN �/ 1999, WHEN WARREN WASHINGTON COUNTY ARC WAS LOOKING 236 LBS. AREA IS 19-3/4 CU. IN, cjy o0 Pp �p oo pp \ ACCESS EXTENSION AND FULL ROUND H y TO PURCHASE THE PROPERTY. THE RESULTS OF THE EDP TEST FULL ROUND SLAB-IVO PLUG SLAB SUPPLIED BY FORT MILLER CO. N .,. u 19 W WERE CONSISTENT WITH THE HISTORIC DATA. NOT TO SCALE OR APPROVED EQUAL SPACING OF ABSORPTION TRENCH6RO.C. TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED 14 100. 0. W SITE LOCATION MAP APPLICATION RATE: PER APPENDIX 75-A: 1.20 GPD/SF. �MEL CONTAINER ASSEMBLY TRENCH PROFILE Q REQUIRED LENGTH OF ABSORPTION TRENCH: BASED ON THE � � "� a SCALE: 1 = 0.48 MILES PROJECTED HYDRAULIC LOADING RATE, THE LENGTH OF tIOT TO SCALE I� . v ABSORPTION TRENCH IS 385 LINEAR FEET (TRENCHES TO BE ,gOTE: ABSORPTION TRENCH DETAIL o 0 TWO FOOT WIDE TYPICAL). I.. I PROVIDE REQUIRED EXTENSION TO MEET FINISH GRADE W Z NOT TO SCALE U1 ADDITIONAL LENGTH OF TRENCH REQUIRED: THERE ARE r, z GENERAL SANITARY NOTES: PRESENTLY FOUR 60 FOOT LONG TRENCHES FOR A TOTAL OF W NOTE: Z W J 1) MAINTAIN 150—FOOT SEPARATION BETWEEN SEPTIC SYSTEM AND 240 LINEAR FEET. TO MEET THE PROJECTED HYDRAULIC w u ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL LOADING RATE, AN ADDITIONAL 145 FEET OF TRENCH IS DUE TO THE DEPTH OF THE EXISTING ABSORPTION TRENCHES, THE EXISTING WELLS PRIOR TO CONSTRUCTION. PROREQUIRED. ADDT ONALOSEDL TONE IWILLB BE REQUIREDTELY FOUR FEET DEEP. W 2) MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS F-1 SHALL BE 10 FEET. ADDITIONAL TRENCH PROPOSED: (3) 60 FOOT LONG TRENCHES Q Z 3) MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FOR A NEW TOTAL TRENCH LENGTH OF 420 LINEAR FEET. P4 z w OT. W FILL (RAISED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. SEPTIC TANK:BASED ON THE ESTIMATED HYDRAULIC LOADING o W W RATE OF 900 GPD, THE ESTIMATED SEPTIC TANK SIZE REQUIRED Fm 4) MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF WOULD BE APPROXIMATELY 1,500 GALLONS. SINCE THE z ' ' Z TRENCHES OR TOE OF FILL RAISED SYSTEMS SHALL BE 10 EXISTING 1000—GALLON SEPTIC TANK IS IN GOOD CONDITON IT HEAVY DUTY MANHOLE FRAME FEET. ( ) IS PROPOSED TO CONNECT A SECOND 1,000 GALON TANK /N FINISH GRADE AND COVER BY CAMPBELL OR EQUAL SERIES TO PROVDE A TOTAL SEPTIC TANK VOLUME OF 2,000 CO O Z O Z 5 MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 — — - — IIII — W ASPHALTIC III-L= IIL=IIII- MH GRADE RINGS FEET GALLONS. SEAL III=1111- II N - I _ ACCESS AS E PER 6) ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK FORT MILLER OR EQUAL (AS REQUIRED) STATE SANITARY CODE. INLET OUTLET 7) REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL BLDG. 4" - 3*MIN. - - - SEWER I I z ENGINEER � Ira � A" WATER TIGHT JOINT (TYP.) A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT TEEITARY Do PARGE W/NON-SHRINK GF O T 1 OF THE TILE FIELD CONSTRUCTION. LEGEND: "I" ALL JOINTS BELO FULL 2 w 4 MIN. - INSIDE & OUT Lij B) PRIOR TO BACKFILLING TRENCHES. LIQUID LEVEL TO BE BITUMINOUS M. I SANITARY TEE C o WATERTIGHT AND INTERIOR FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. O.C. DENOTES ON CENTER LEAKAGE TESTED COAT a 5 TYP. DENOTES TYPUCAL PRIOR TO BACKFILLING ORPE300M a I 14"X18 MIN. 8) CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER MIN. DENOTES MIN/MUM I I M�AYa Nor BE QUAL THAN 3/4" OR LARGER THAN 1-1/2" DIAMETER. GAL. DENOTES GALLON �...� PVC DENOTES PLASTIC PIPE Tn 9) WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDES AND —G— DENOTES UNDERGROUND GAS SERVICE / ;",s 6" TO 12" LAYER VL BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL —W—DENOTES UNDERGROUND WATER SE-4VlCE / PEA GRAVEL OR LiSURFACES. SECTION VIEW CRUSHED STONE ASPHALTIC BEDDING LAYER 24" I.D. TAPERED T� 10) CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SEAL INLET INVERT Is 3' ABOVE PLUG (TYP.) VL A SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR (2" MIN.) THE ABSORPTION TRENCH SYSTEM TO PREVENT UNDESIRABLE (� COMPACTION OF THE SOILS. II 11) EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE 4" INLET > I I I m DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST H OUTLET, 5 FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT). 12) THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED // I II I BAFFLE SO THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH 1. cn x x x DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE TAKEN TO •D• > ASSURE STABILITY AND PROVIDE ACCESS FOR INSPECTION OF APPROXMATE LOCATION OF THE DISTRIBUTION BOX. THE DISTRIBUTION BOX COVER SHALL "G BE INSULATED WITH MINIMUM TWO LAYERS OF 2 INCH EXISTING TILE FIELD. �— PLAN VIEW Lv CONTRACTOR TO LOCATE & ExrsnNc GARAGE F- I I STYROFOAM INSULATION BOARD. HOUSE OUTSIDE < to h AVOID AREA WITH HEAVY TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C' "0" -1- HEIGHT 1 13) THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE EQUIPMENT DISTRIBUTION LINES SHALL BE TIGHT JOINT CONSTRUCTION LAID 1500 GAL. 4'-l" 6'-0" x t1'-o" 4'-10" 5'-t" 6'-3" a ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS EXIS77NG BUILDING SEWER EXISTING 1,000 COAL. SEPTIC NK S ILLa LENGTH. // ExisnNc 1,000 CAL. SEPTIC TANK BE PUMPED, DE iOLISHED & R OVED 0 FROM THE SITE. 1,000 GALLON AN K 14) THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR SHALL BE REPL NTH TH A 1,50 GALL o Yx o GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS — — - SEPTIC TANK S :E DETAIL 1500 GALLON (HEAVY DUTY SEPTIC TANK V) a d X o ——————————— ( ) Z Z N ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER EXISTING 4 LINES AT 60' EACH NOTE: CONTRACTOR SHALL SUPPLY RADE 0 PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. F------------ 3 EXTENSIONS AS REQUIRED TO BRING Q J a ''a (O SPACED 6. ON CENTER NOT TO SCALE FORT MILLER OR EQUAL a N CAP ENDS ___________ ACCESS TO FINI H GRADE. (n Z:z �z wo 15) FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES OF LINES 1 ~ ``� > i9 w° �a o SHALL NOT BE CONNECTED TO THE SEPTIC SYSTEM. " U,I �Q �e vwio (TYP-) � F--------_ —_---- 4 PVC SDR 26 CAVITY � � ° SEWER AT 2X MIN tic 16) CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE -------- op r AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. w 17) AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 6' O.C. (TYP.) _ ----- — 4" PVC OLIO HEADER o 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER ~ PIPES (l .) a UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN , o WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, 10 MIN. TO LOCKING BOLTS (TYP.) o DRIVING POSTS, ETC. PROP RTY �� LINE TYP.) 01 �� U I � U _ O H z Y R� VE(3) 2FT WIDE BY 60 FT LONG SOIL pZ1DEC I.} 8 2005 01 ABSORPTION TRENCHES (TYP.) (SEE DETAIL CAND LEBERR p W & NOTE REGARDING TRENCH DEPTH) a I ! ���E z In O W O EXISTING DISTRIBUTION BOX TO BE REMOVED &EPLACED WITH NEW 1 U TION BOX. EXISTING GRADE LINES TO E CONNECTED TONNEW DISTRIBUTION BOX NSBU Ld a N F 1 z NOTE: q C z ASPHALTIC JOINTS MATER MATERIALS OR AEQUIVALENT. f� C I I X TQ0 LED WITHG z 12" MIN REMOVABLE COVER I 6 1 a, _� 2. INVERT ELEVATIONS OF ALL ZABEL FILTER ASSEMBLY (SEE DETAIL) 1 1'LB� z OUTLET PIPES MUST BE EQUAL. v a �' w. E B C.I 1/ Lid W y J. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX J REv�E �'Y �Q m AND THE DISTRIBUTOR LATERALS Q m w SHOULD BE 116" PER FOOT. #2 DISTRIBUTION BOX (SEE DETAIL) 1— D pp,TE _ �-! BAFFLE . '. INVERT e U a- Z INLET 2"M/N ELEV, w TYPE A OUTLET 3 000 - T SCHEMATIC SITE PLAN PATTERN NUMBER DIMENSIONS IN INCHES No. OF U :;� 1•_Jc• TYPE A TYPE B A B C D E F BOLTS O •: •.• •.. +..' 1502 1515 30 38 27-3/4 24 8 1-1/4 6 a CONTRACTOR TO USE SPEED LEVELERS APPROXIMATE SCALE: 1" = 30' 12" MIN AS SUPPLIED BY FORT MILLER TO CLEAN SAND OR PEA GRAVEL EQUALIZE FLOW. CAST IRON FRAME AND c 0 HOUSE, DRIVEWAY & EXISTING SEPTIC SYSTEM ARE SHOWN IN N Y APPROXIMATE LOCATIONS. ADJUSTMENTS TO PROPOSED SEPTIC 0 O o 2 DISTRIBUTION B O/` SYSTEM ADDITIONS MAY BE REQUIRED BASED ON ACTUAL FIELD COVER DETAIL (LOCKING LLI W Z CONDITIONS. J NOT TO SCALE AS SUPPLIED BY CAMPBELL FOUNDARIES OR APPROVED EQUAL. Q O ~ o U ZLLl NOT TO SCALE NOTE: TO BE INSTALLED ON THE INLETS OF THE SEPTIC TANKS. Lli PRIOR TO BIDDING, CONTRACTOR MUST VERIFY DEPTH OF EXISTING V) _ SEPTIC TANK & DISTRIBUTION BOX & ADJUST BID ACCORDINGLY. CONCRETE RISERS SHALL BE PROVIDED AS Q (n NECESSARY TO MEET FINISH GRADE