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2008-024 A/W oo TOWN OF UEENSBUR,Y wirza re goilirPo 74 R NY 4 9 1 7 1 201 2 Bey oad,Queensbury, 1280 5 02 (5 8� 6 8 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20080024 Date Issued: Friday, September 10, 2010 This is to certify that work requested to be done as shown by Permit Number P20080024 has been completed. Tax Map Number. 523400-279-017-0001-022-000-0000 Location: 6 DREAM LAKE RD. SOUTH Owner: MICHAEL DOUGHER Applicant MICHAEL DOUGHER 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 411111bi ` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080024 Application Number. A20080024 Tax Map No: 523400-279-017-0001-022-000-0000 Permission is hereby granted to: MICHAEL DOUGHER For property located at: 6 DREAM LAKE RD. SOUTH in the Town of Queens bury,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. Type of Construction Value Owner Address: MICHAEL DOUGHER 6 DREAM LAKE RD. SOUTH Septic Alteration Residential QUEENSBURY,NY 12804 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-024 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,January 23,2009 (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 T o ee ry; a esday,January 23,2008 SIGNED BY for the Town of Queensbury. Director of Building Code nforcement j��� OFFICE USE ONLY �/ TAX MAP N / ERMIT NO. iY-(/2'-�+ PERMIT FEE APPROVALS: ZONING Cy TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: "Pk( / o Ld/" r INSTALLER: e`!. Sc S � k t ADDRESS Rru..t " fr. Jv u ADDRESS: c7-(l�L✓ C ( („o cicc,S PHONE NOS. PHONE NOS. 7 7/-'-wo 7 LOCATION OF INSTALLATION: RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rollin Steep slope %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth?- � ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth?/1 /4 ✓ DOMESTIC WATER SUPLY: Municipal K Well (If well: Water supply from any septic f system absorption is ft.) ✓ PERCOLATION TEST: Rate is I)9t. per minute per inch. (Test to be completed by a licensed professional engineer or architect.) 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). TANK SIZE: !x GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other type? C Ar.eiroLlit/i s� ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of 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. 97 ?s Septic Inspection Report Office No. (518)761-8256 Date InsRe . I ^iv/ Queensbury Building&Code Enforcement Arrive: �� 0'.rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto's Initial_.' NAME: � frrNo.: () Q2 / LOCATION: 7 ,dt' �►.. /, E , ,,r SPELT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water / -'� ' 7 Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/- Y N N/A [150'to well required if NO] 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 End Cap Y._�..N Inlet/Outlet Pipes&Baffles Y.�,N Manholes 12"or less below grade Y—N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan --�_N Engineer Report and As-Built i Y—N ETU Maintenance Contract Y N provided Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear stem s Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Buiiding Codes Forms\Inspecdon Forms\Septic Inspection Report_03 29 10.doc VISION EN - 024 GINEERING, uc 4 Glens Falls Technical Park,Box#3 Glens Falls,NY 12801 Phone:(518)792-9264 Fax:(518)792-9282 Septic System Inspection Form Project: Mike Dougher 6 Dream Lake Rd South Date: 1/24/08 Time: 9:00 am Weather: Cloudy Temperature: 35 Inspected By: Daniel W. Ryan. P.E. Inspection Data: System Type: Eljen Absorption System Installation Complete: ® Yes 0 No Explain: Soil Properties: 0 Clean gravel(little fines) 0 Gravel with fines 0 Other Clean sand (little fines) 0 Sand with fines 0 Silt and/or day 0 Gravel/Sand Mixture Water Supply: 0 Municipal 0 Well/Private(Queensbury BOH variances approved 12/17/07) Separation Distances: Absorption Field: 55± ±ft. Septic Tank: 45± ±ft. D-Box: 57± ±ft. Septic Tank Size: 1000 gal. Distance to Dwelling: 10 ±ft. (10 ft. min.) D-Box Size: 6-hole Distance to Dwelling: 21 ±ft. (20 ft. min.) Absorption Field: No. Trenches: 1 Trench Length: 40 ±ft. each Total: 40 ±ft. Distance to Dwelling: 24 ±ft. (20 ft. min.)at basement location Aggregate Size (3/4"- 1 1/2"): ❑ Acceptable ® No Good Explain Eljen concrete sand OK Sand Filter Cover Type: ® Geotextile Fabric 0 Other Aggregate Depth: NA ±ft. (not to exceed 12 inches of earth cover) Pipe Size: Dwelling to Tank: 4 diam. Tank to D-Box: 4 diam. D-Box to Field: 4 diam. End Caps Installed: : 0 Yes 0 No , 0 Based on visual observation the above referenced septic system does appear to be in conformance with applicable codes 1 r a and regulations required by the state and local jurisdiction. `� '� /, n 0 Based on visual observation the above referenced septic < �, o system does not appear to be in conformance with applicable ° o 9O0 codes and regulations required by the state and local jurisdiction. �FEfi,,1Q. �•f�a Professional Seal ?—/7 kkjeSc/27 Septic Inspection Report Office.No. (518) 761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: a: , Tii,Eu it: (a r n 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial-Wr NAME: 1)(2 C diP r P"1111J NO.: LOCATION: c L I •ECT ON: RECHECK: Comments and/or diagram Soil Ty : rend lam/Clay— Type of a r: Municipal/ eli Wate� I Waterline separation distance - D'4 ` ft. Well separation distance &5- ft. kJ.A CE_ Other wells: -ft. \JAP Rric-E(nMi C+igo?. 9O2 Absorption Field: Total length Euzi-ifi ft. Length of each trench IAD ft. Depth of trenches Z-3 ft. Size of Stone tx+.%t-¢.elE. 94 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank i4" i ( \Lin Tank to Distribution Box t.- ' PJC-- Distribution Box ield/ Pit W�� P kv -co Opening Sealed� l/ Partial End Cap ge'7 Inlet/Outlet Pipes&Baffles Y T N Location/ Separations Foundation to tank 1 _ft. Foundation to absorption 7 '-k ft. Separation of Pits / ft. Conforms as per Plot Plan ✓Y N Engineer Report and As-Built Y I tJ�C� (2 C�'a � v`�, Location of System on Property: Fron Rear Left Side Right Side Middle Front Middle Rear ys mU Approved _Partial Approv an = to • .. «'4 -.110 _:..;,;• ,• ;,s•.., _.: Disapproved Last revised 021006 Last revised 1/6/05 WOVEN WIRE FENCE I (MIN- 14 1/2 GAUGE 10'-0" MAX. C. TO C. SPACING) 6!' MESH i I slrE rEsrlNO PArA � (COMPLETED ON 11 16 Or7 13Y 0 DANIFL W. RYAN. P.E.) 36"" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" PERCOLATION INTO GROUND. I PT#1 - I MIN. 46 SEC. PER INCH DEEP TEST HOLE - TH#1 HEIGHT OF FILTER /_ SEE ATTACHED SOIL FIELD LOG y = 16" MIN. OUND AT TRENCH 1 TEST HOLE #I TO DIVERT RUNOFF 1k %4o, AND FOR SE \ F NEW PROPOSED 4d ELJEN \ �`�O y y y� yy `�' Z cCD c W - - / A1�>ORPTION TRENCH - - / (SEE DWG 2 FOR ADDN'TL INFO) \\ PERSPECTIVE VIEW ��-+ V cAr✓ 36" MIN. FENCE P05T�` }: 1 / — SLAB ON GRADE CONST. AT WOVEN WIRE FENCE (MIN. 14 1/2 x OLD BUILDING ADDITION \ GAUGE W/ MAX. 6"" MESH N) 40 . � SPACING) WITH FILTER CLOTH o \ FL ON D-BOX EXISTING SEPTIC, TANK �� z �"� °D • \ UNDISTURBED D N 1000 GAL ', (NO COVER, DETERIORATED, \ COMPACTED SOIL - � / SEPTIC TANK / a ��T 1 PARTIALLY UNDER SLAB) \ a? / / ", t t� TO BE REMOVED \ EMBED FILTER C=)NP. EXISTING LEACHING DRUMS 1 Q N ao b (FAILED AND COLLAPSING) c;ONTRAGTOR TO PUMP AND REMOVE rmmilA MIN. OF 6"" IN 4., Z 'M• ' TO BE REMOVED /EXIST. TWO Q 1 EXISTING SEPTIC TANK, BACKFIH WITIt SECTION VIEW �„� �o V /. °.. ROOM HOME GLEAN SAND AND GRAVEL. UNDER 1 L1 G I 1 .SLAB INSTALL TEMPORARY SHORING AS I I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES •�4 f READ AND COMPACT SOIL TO 957.. OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR V TYPE OR HARDWOOD. I. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE • - EXISTING CELLAR EXIT WITH 1 EXISTING ORAVEL. DRIVEWAY I FENCE WITH TIES SPADED EVERY 24 AT TOP AND MID SECTION. 1 WELL (110± FT DEEP) IN BASEMENT FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6"" MAXIMUM MESH OPENING. � � (WATER TESTING & WELL DATA TO BE I SUBMI ED BY OWNER WITH NO 3. WHEN TWO SECTIONS OF FIL JO 1 � , CONTAMINATION RECORDED I TER GLOrH AD IN EACH OTHER THEY SHAM BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 1 PARTIAL BASEMENT Al- 1 / I MIRAFI 100X, STABILINKA T14ON, OR APPROVED EQUIVALENT. EXITING HOUSE (WEST SIDE) Z ad a g 4. PREFABRICATED UNITS SHALL $E GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. W v \ GRADE SLOPES TOWARDS 1 // / 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN O 110-4 pp'��• I 1 \ LAKE SHORE / / "'BULGES" DEVELOP IN THE SILT FENCE. Un ,a; Z EXISTING GRAVEL ROAD \ 1 SILT FENCE '>. 'a- \\ \\ 50 FT RADIUS SETBACK // 100 IT RADIUS SETBACK / NOTE WHEN EXCAVATION WORK 15 EXPECTED TO LAST FOR MORE THAN 1-2 DAYS INSTALL SILT t \ \ LINE /1 LINE / FENCE ON DOWN-GRADIENT SIDE UNTIL PROJECT IS COMPLETE AND DISTURBED SOIL SEEDED & MLlL11ED. ALL FEDERAL, STATE, AND LOCAL CODES AND i REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES \� 1— OPTIONAL LOCATION / AND REGULATIONS AND THE INFORMATION f .#•� \ L _ 1 FOR ABSORPTION TRENCH CONTAINED ON THESE PLANS EXIST, THE MORE Y3sI NEAREST SHORELINE I _ / STRINGENT SHALL APPLY UNLESS THE INFORMATION AT SUNNY51PE LAKE I � � — — — — (SAME DISTANCE FROM / SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION t�V,0 — _ — _ SOIL BORING AND DEEP TEST HOLE FIELD LOG OF THE CODE, IN WHICH CASE THE CODE OR APPROX. 1%-0" FROM � �� � —1 , �- �Ot �) / REGULATION SHALL TAKE PREFERENCE OVER PLANS. PROPERTY LINE I \\ 1 (MAY OVAL AANNP 16 / Project: Mike Dougher Location: North end of lot \ � , � DIG SAFELY NEW YORK CLOSER TO LAKE) Address: 6 Dream Lake Road South Test Hole#: #1 - CALL BEFORE YOU DIG \ ....._....._...._.. .-..-............ »». ...................._...........-....-. - WAIT THE REQUIRED TIME \ 1 / Soil Survey Map Oa C - CONFIRM UTILITY RESPONSE \ _ RESPECT THE MARKERS County: Warren Designation: 1 2 - DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! \ 1 / Date: 11/16/07 1 Soil Series: Oakville loamy fine sand PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. •.••••••..........-••••--••-•_••..-•....•--•...... VISIT www.digsafelynewyork.com FOR ADDITIONAL \ t Weather: Cloudy 2 Slope Class: 8-15 percent slopes _ INFORMATION. Temperature: 40 Degrees F IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW Remarks: (Site description,usage, anticipated Bail wastewater flow etc.}} Re lacement se tics stem for 2 BR SFD. FOR ANY PERSON, UNLESS ACTING UNDER THE t ............... l.._..-......._...P_................ _.....-...�_ . ...._. .._.....-._....-....-_...s........d.......P..._...................�........Y..»...-_.......... ... ._.........-.....-. DIRECTION OF A LICENSED PROFESSIONAL ...................................-.....-..........................................................................._.........................._............................................._...........................-....._. ENGINEER, TO ALTER THIS DOCUMENT IN ANYWAY. IF AN ITEM BEARING THE SEAL OF AN / ...................................._•...._.._._....•......_................--•-•-•---......._.._..........._........_.._._._.._.._........•...-•----...__........•......•.•......_........_......................_•......._...._....._.. ENGINEER IS ALTERED, THE ALTERING ENGINEER .....-._................................................................................................_....._.. SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, Depth(in) Boundary Color Soil Texture Sal Structure Consistency Stickiness Moisture AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SEPTIC SYSTEM LAYOUT Condition State „ , Matrix Mottling PROJECT LOCATION 1 — 2 0 p_g topsoil 9-24 abrupt org brn none [my sand single grained loose none dry TAX ID: 279.17-1 -22 (0. 40± AC) lo( dearbr 24-40 n none sand&gravel single grained loose none dry dear MAP REFERENCE: 40A6 brn none fine sand tree granular friable slight dry �. dear sill AERIAL PHOTOGRAPHS 46-60 pale brn none med-fine sand single grained loose none dry TOWN OF QUEENSBURY INTERACTIVE MAP dear 60-76 tan none fine silty sand granular friable slight dry to70 WARREN COUNTY TAX MAP then moist (INFORMATION SHOWN DEEMED APPROXIMATE L ENGINEERS ST P: D SHOULD NOT BE A SUBSTITUTE FOR A 1. Describe and record the average thickness of each horizon. F' 2. Record each horizon boundary in terms of distinctness.Designate as Very Abrupt(a0.5 cm),Abrupt(0.5-2 cm), Clear(2-5 cm), Gradual(5-15 cm), f' BOUNDARY SURVEY) Diffuse(>15 cm). P� L YO 3. Record the topography ofthe horizon boundary. Designate as Smooth,Wavy,Irregular(undulating boundary),Broken(discontinuous or intermingled horizons or irregular pockets). IF THE STA AN SIGNATURE, THIS DRA �A NOT IN BLUE 4. Indicate the color of each horizon.The matrix color is the majority color within pods,and the mottle color is the minority color within the peds. 4 Record ped surface color where colors exist that are associated with an organic coat/clay film/carbonate massietc Record the percent of mottles as INK, THIS F CONS T tXC MENTS l�Y E AN ILLEGAL Few(a2%),Common(2-20%),Many(>20%). Record the mottle contrast as Faint,Distinct,Prominent. COPY OR A' I ED DU P E ORIGIN NTS 5. Soil Texture: Designate as Sand,Loamy Sand,Sandy Loam,Loam,Silt Loam,Silt,Sandy Clay Loam,Clay Loam,Silty Clay Loam,Sandy Clay, NOT CONTAI ORI SAND U HOULD NOT BE Sr7ty Clay, Clay.Sand,loamy sand,and sandy loam may be further classified into coarse,medium fine,fine,and very fine. NOTES: 6. Soil Structure: Designate peds as Granular,Blocky,Prismatic,Columnar,Platy,Single Grained,or Massive.Structure grade shall be described for USED TO Iklo G PER 0 NSTRUCTION. I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION peds as Weak,Moderate,or Strong. p 0790 7. Soil Consistence; Designate as Loose,Friable,Firm,or Extremely Firm. Indicate ND for not determinable if too wet for test. 'Q0 p� NOTIFY ENGINEER OF DISCREPANCIES. 8. Record stickiness as Non-Sticky(little or no soil adheres to fingers after release of pressure),Slightly Sticky(soil adheres to both fingers with little FCSSION 2. CONTRACTOR TO FIELD LOCATE ALL EXISTING SEPTIC SYSTEM COMPONENTS PRIOR stretching upon separation),Moderately Sticky(soil adheres to both fingers and stretches some on separation), Very Sticky(soil adheres and TO GONSTRUGTION FOR COORDINATION WITH NEW SYSTEM INDICATED. CONTRACTOR TO stretches greatly) REMOVE AND PROPERLY DISPOSE OF ALL EXISTING SEWAGE COMPONENTS NOT INDICATED 9. Record the moisture state of each horizon. Designate as Dry or Moist. PLAN NA 10. Roots;Record the quantity,size and locations of roots.Designate as Few,Common,Many. Record size as Very Fine(<I mm),Rne(1-2 mm), TO REMAIN. Medium(2-5 mm),Coarse(5-10 mm), Very Coarse (>10 mm).Location shall be noted to be between peds,in cracks,throughout,in mat at top of 3. CONTRACTOR TO FIELD VERIFY EXISTING HOUSE SEWER AND PIPING AND COORDINATE horizon,or matted around rock fragments. REVISIONS REQUIRED CHANGES WITH NEW SEPTIC, TANK LOCATION AND HOUSE SEWER OUTLET. RE-WORK HOUSE SEWER, CONNECTED SEWER LINES, TRAP, CLEANOUT, AND ETC, AS REQUIRED FOR Boundary Condition Observed and Depth: Bedrock None ff Groundwater None ft Impervious Strata None It 3 COMPLETE SYSTEM IN ACCORDANCE WITH NYS PLLN151NO GORE. Slope of Site: 3-10(varies) °/b Mottling Depth None fit Ground Cover. Grass Wooded 2 4. NOTIFY ENGINEER AT START OF CONSTRUCTION AND AFTER SEPTIC, SYSTEM LAYOUT IN FIELD COMPLETED FOR VERIFICATION. DO NOT BACKFIL SYSTEM UNTIL INSPECTED BY Barren Crops 1 PRELIMINARY DESIGN II/I5/6;7 LOCAL BUILDING DEPARTMENT AND ENGINEER. Landscape Position: Depression Hill Top Side Slope Foot Slope Shrubs 5. ALL DISTURBED SURFACES TO BE TOPSOILED, SEEDED, AND MULCHED TO PREVENT EROSION Describe Roots: (Quantity, Size, and Location): Common medium to fine to 36" SCALE: AS NOTED AFTER SYSTEM INSTALLED- 6. CONTRACTOR SHALL OBTAIN A SEPTIC, PERMIT FROM TOWN OF QUEENSBURY PRIOR TO This form was created ,LLC-C ineerin b VISION En STARTING ANY WORK. v g g opyright 02006 byVISfON Engineering,LLC,All rights reserved DATE: 2007 DRAWN BY: VISION PROJECT: MIKE DO UGHER 6 DREAM LK RD S. SITE LOCATION MAP DRAWING TITLE OWNER: DRAWINGS PREPARED BY: SITE LAYOUT FOR MIKE VISION ENGINEERING, LLC SEPTIC SYSTEM 6 DREAMAM LAKE LAKE ROAD SOUTH DANIEL W. RYAN, P.E. QUEENSBURY, NY 12804 4 GLENS FALLS TECH. PARK (518) 480-3833 GLENS FALLS, N.Y. 12801 (518) 792-9264 DRAWING N0. DWG 1 of z 0Oz� THESE PLANS SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT BY VISION ENGINEERING, LLC COPYRIGHT©2007 by VISION Engineering, LLC, ALL RIGHTS RESERVED Z PROPERTY LINE "com 2" TOPSOIL BACKFILL iijil 4"0 PERFORATED WELL I - STREAM - I PVC PIPE CONN. TO UNITS ELJEN TRENCH INSTALLATION I POND OR LAKE I N 1. CAREFULLY LAY OUT SYSTEM COMPONENTS AND BOUNDARIES DEFINING THE LOCATION AND I I I GEOTEXTILE FABRIC I ELEVATION FOR ALL COMPONENTS. C COVER o 2. DIG TRENCHES AS DETAILED. DO NOT RAKE TRENCH BOTTOM AND MINIMIZE WALKING AND WELL I OTHER ACTIVITY IN TRENCH. A ROUGH PLOWED-LIKE SURFACE WITH BACKHOE TEETH MARKS 0 MEAN HIGH WATER ELJEN MODULE 1S BEST TO MAXIMIZE INTERFACE BETWEEN NATIVE SOILS AND SPECIFIED CONCRETE SAND. o I MARK/ELEVATION I 3. ADD 6-INCH LAYER OF ASTM C33 SAND WITH <10% PASSING #100 SIEVE AND <3% :: ..... z CONCRETE SAND I PASSING #200 SIEVE WITH COEFFICIENT OF PERMEABILITY >5 FT. SAND SHALL EXTEND TO i� \ ? (BOT. & SIDES) BOTTOM OF ELJEN MODULE ELEVATION AS DETAILED. COMPACT AND RAKE SAND TO ENSURE PROPER ELEVATION. A HAND TAMPER IS SUFFICIENT TO STABILIZE THE SAND, DO NOT USE VIBRATING PLATE STYLE COMPACTOR. Qj I I a z 4. PLACE GEOTEXTILE FILTER MODULES WITH PAINTED STRIPE FACING UP, END-TO-END ou 3 -0 6 (TYP•) ON SAND FILLED TRENCH. GROUNDWATER OR 0 5. INSTALL PIPE NETWORK AS DETAILED USING SOLID PIPE TO START OF TRENCHES AND CDI IMPERVIOUS - 4 -0,# I USING PERFORATED PIPE OVER MODULES. SECURE PIPE TO MODULES USING WIRE CLAMP aD HOUSE CO N PER MANUFACTURER SPECIFICATIONS. .�.� 01 6. SPREAD GEOTEXTILE FABRIC OVER PIPE AND MODULES AS SHOWN. DO NOT BLOCK HOLES N�� IN PERFORATED PIPE WITH FABRIC. x y _ 7. PLACE ADDITIONAL ASTM C33 SAND ALONG SIDES OF MODULES TO ELEVATION SHOWN.SEPTIC TANK TYPICAL ELJEN MODULE SECTION DEVO�D POFT LARGE ROCK ON BY BACK-FILLING TRENCH WITH LOAMY SAND FILL CLEAN AND • 9. GRADE TO DIVERT RUNOFF AWAY FROM SYSTEM. I D-BOX N I SEPTIC TANK I NOTE: PARALLEL ROWS OF ELJEN SHALL BE SPACED 8'-0" O.C. N.T.S. 1.4 cc I ( N D-BOx ( GROUND SURFACE LOCATION MARKER CA House Sewer /�//. -H - o� V I I I ( 1. House sewers are laid on firm foundation at a minimum grade of one quarter inch per foot preferably \� N 'N' ^ without bends. At least one cleanout with a properly fitted plug is to be provided. The house sewer shall MANHOLE COVER MANHOLE COVER N Cc I I I I I I allow for venting of gases from the sewage system. rj U3 2. House sewer construction including materials shall comply with the applicable requirements of the State SCHNDET40 SCHED. 35 Uniform Fire Prevention and Building Code contained in 9 NY6RR, Parts 903 through 907, inclusive, „ j OUTLET TO :• : I (SLOPE 1/4 - n 2 1 LIQUID n DIST. BOX and Part 1250. PER FT.) Q D I I (SLOPE 1/8 p,, pow I I i i 3. A minimum horizontal separation of 10 feet should exist between the house sewer and any water line. LEVEL PER FT. z Where lines must cross, the water service line shall be at least 12 inches above the house sewer. If a I I ) SANITARY TEE I I I I water line must pass below the house sewer, the vertical separation must be at least 18 inches. INV. OF INLET I I � a CA 4. Suction waterlines shall never cross under house sewers or an other component of the sewage system. x 2" ABOVE I I ABSORPTION FIELD i I I I y p g y I a U INV. OF OUTLET SANITARY TEE � PRECAST SEPTIC w ABSORPTION FIELD 0 [•� TANK PROPERTY LINE NOTES Z BAFFLES MAY BE O p4 /' v _ , X/6' o USED INSTEAD OF SANITARY TEE •• 1. TILE FIELD TO BE 100' OR MORE FROM ANY 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE J \\\� LAKE, SWAMP, DITCH OR WATERCOURSE AND 10 AWAY FROM SEWERAGE SYSTEM. /\//� ;, / Cn C OR MORE FROM ANY WATER LINE UNDER PRESSURE. �/ _ // 4. DISPOSAL FIELD WITH CONTOUR LINES. BE CONSTRUCTED PARALLEL �j\//\., `•.,.; . . .. . .... 2. FOR SEWAGE PIPE BETWEEN HOUSE AND SEPTIC TANK USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40A PVC WITH CEMENTED JOINTS. ALL FEDERAL, STATE, AND LOCAL CODES AND MIN. 3 SAND OR PEA REGULATIONS SHALL BE CONSIDERED TO BE PART SEPTIC TANK SECTION GRAVEL BED COMPACTED OF THE BUILDING DETAILS AND SPECIFICATIONS TYPICAL SEWAGE DISPOSAL SEPARATION SCHEMATIC HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION NOT TO SCALE N.T.S. CONTAINED ON THESE PLANS EXIST THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION Distribution Devices MOUND SLIGHTLY TO ALLOW OF THE CODE, IN WHICH CASE THE CODE OR Septic Tanks 1. Gravity Distribution. The maximum length of absorption lines used in conjunction with gravity distribution SETTLEMENT 2" TOPSOIL, SEED, AND MULCH REGULATION SHALL TAKE PREFERENCE OVER PLANS. ? FIELD AND ALL SURROUNDING 1. Septic tank covers shall always be accessible. Where man holes are more than 12 inches below final shall be 60 feet. 4'-0" DISTURBED AREAS IMMEDIATELY DIG SAFELY NEW YORK grade, an extension collar shall be provided over each opening. Extension collars shall not be A. Distribution Box. - CALL BEFORE YOU DIG brought flush with the ground surface unless the cover can be locked to prevent tampering. a. For accessibility, it is necessary that the distribution box be located and have a removable CLEAN GRANULAR BACKFILL SLOPE N SLOPE - WAIT THE REQUIRED TIME DEVOID OF ROCKS LARGER - CONFIRM UTILITY RESPONSE Driveways or other facilities shall not be constructed above septic tanks unless specially designed cover not more than 12 inches below grade. Where, due to site conditions, a distribution - RESPECT THE MARKERS and reinforced to safely carry the load imposed. box must be greater than 12 inches below the surface, an extension collar shall be THAN 3 INCHES - DIG WITH CARE 2. Design and Installation. installed to within 12 inches of the surface. SAFE DIGGING IS EVERYONES RESPONSIBILITY! A. General Requirements. The following applies to all septic tanks regardless of material. b. All outlets from the distribution box shall be at the some level to insure the even distribution j� �x ' :: ';s.: PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. a. A minimum liquid depth of 30 inches. The maximum depth for determining the allowable of flow. ,.;;,,,.,;,; ,,.;..,.., ,,. ,. "-? >>�,,. . - . ,,t ': VISIT www.digsafelynewyork.com FOR ADDITIONAL •s:>.r"-:`ti:,t�,�' 4Y*'1�r..Y.1h�v:. ,...Y .,. ::: ,..,,,.,.,;.a, •k`� ., :�r��.:.j�. CONCRETE SAND INFORMATION. design volume of a tank shall be 60 inches. Deeper tanks provide extra sludge storage, but c. To minimize frost action and reduce the possibility of movement once installed, distribution DIVERT RUNOFF FROM �• .. no credit shall be given toward design volume. UP SLOPE DRAINAGE ASTM C33 <10% PASSING #100 SIEVE boxes must be set on a bed of sand or pea gravel at least 12 inches thick. AREAS EACH SIDE CO AND <3% PASSING 200 SIEVE. b. The minimum distance between the inlet and outlet shall be six feet. All tanks shall meet the d. The drop between inlet and outlet inverts shall be at least two inches. A baffle is required at # IT IS A VIOLATION OF SECTION 7209 SUBDIVISION minimum surface area requirement for the specific design volume. q 2 OF THE NEW YORK STATE EDUCATION LAW q P 9 the inlet side of the box when the slope from the septic tank to the box exceeds 112 inch 2'-0" MIN. ABOVE FOR ANY PERSON, UNLESS ACTING UNDER THE c. The effective length of rectangular tanks should not be less than two nor greater than four per foot or when siphon dosing is used. DIRECTION OF A LICENSED PROFESSIONAL times the effective width. EXISTING GROUNDWATER ENGINEER, TO ALTER THIS DOCUMENT IN ANY e. There shall be a minimum two inch clearance between the inverts of the outlets and the 6" 3'-0" 6" WAY. IF AN ITEM BEARING THE SEAL OF AN d. Tanks must be watertight, constructed of durable material not subject to corrosion, decay, bottom of the box to prevent short-circuiting and reduce solids carry-over. ENGINEER IS ALTERED, THE ALTERING ENGINEER frost damage, or cracking. After installation, all septic tanks shall be able to support at f. Distribution boxes may be constructed in lace or purchased prefabricated. When concrete is SHALL AFFIX TO THE ITEM HIS SEAL AND THE least 300 pounds y p p p NOTATION "ALTERED BY" FOLLOWED BY HIS p per square foot (psf). used to construct boxes, it shall have a minimum compressive strength of 2,500 psi at 28 SIGNATURE, THE DATE OF SUCH ALTERATION, e. Tanks with a liquid depth of 48 inches or more shall have a top opening with a minimum of day set. AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 20 inches in the shortest dimension to allow entry into the tank. Tanks with a liquid depth g. Prefabricated boxes may be constructed of concrete, fiberglass, or plastic. The boxes shall be less than 48 inches shall have a top opening that is at least 12 inches in the shortest installed in conformance with the manufacturer's instructions in addition to the dimension. requirements above. ENGINEERED SEPTIC SYSTEMS ARE DESIGNED IN f. Tanks shall have inlet and outlet baffles, sanitary tees Or other devices to prevent the passage ACCORDANCE WITH LOCAL AND STATE BUILDING of floating solids and to minimize disturbance of settled sludge and floating scum by CODES AND REGULATIONS. THE NEW YORK STATEAbsorption Field Systems. DEPARTMENT OF HEALTH WASTEWATER TREATMENT sewage entering and leaving the tank. Outlet designs such as gas deflection baffles are - A. Site requirements. ELJEN SAND FILTER WITH GRAVITY DIST N. STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS . N strongly recommended in all tanks. Inlet and outlet baffles shall extend a minimum of 12 APPENDIX 75-A ESTABLISHES THE MINIMUMa. The minimum distances that absorption fields shall be separated from other facilities are STANDARDS ACCEPTABLE IN NEW YORK STATE. inches and 14 inches respectively, below the liquid level in tanks with a liquid depth of NOTE: TWO PARALLEL ROWS SHOWN, SEE DESIGN DATA FOR NUMBER OF ROWS REQUIRED. SEPTIC SYSTEM DESIGNS ARE BASED ON THE SITE less than 40 inches, and 16 and 18 inches respectively, in tanks with a liquid depth of 40 shown in the table prOVlded. EVALUATION AND SUBSURFACE CONDITIONS, THE inches or greater. The distance between the outlet baffle and the outlet shall not exceed b. A minimum of four feet of useable soil shall exist above bedrock and groundwater with a ON SITE PERCOLATION RATE, AND THE EXPERIENCE minimum separation of two feet to the lowest part Of any trench. AND KNOWLEDGE OF THE DESIGN PROFESSIONAL. six inches. Baffles shall be constructed of a durable material not subject to corrosion, THE COMPLEXITY OF THE SYSTEM FOR EACH SITE decay or cracking. c. Absorption fields shall not be built under driveways, parts of buildings or under above- VARIES WITH THE INFILTRATION CAPACITY OF THE g. There shall be a minimum of one inch clearance between the underside of the top of the tank ground swimming pools or other areas subject to heavy loading. Surface waters shall be SOIL, LOCAL GEOLOGY, CLIMATE, TOPOGRAPHY, AND ACCEPTABLE PRACTICE FOR THE REGION. and the top of all baffles, partition and/or tees to permit venting of tank gases. Multi- diverted from the vicinity of the system. SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS B. Design criteria. chamber and multi-tank systems shall also be designed to permit the venting of tank a. The required length of absorption trench is determined from the percolation test results WELL OR TO STREAM. LAKE, lb) ENGINEERS STAMP: gases. and confirmed by the on site soil evaluation. The maximum trench width for design SYSTEM COMPONENT SUCTION LINE WETLAND. WATERCOURSEDWELLING PROPERTY LINE h. Tanks shall be placed on at least a three inch bed of sand or pea gravel. This will provide for purposes shall be 24 inches. HOUSE SEWER 25 CAST-IRON PIPE 25' 3' 10' proper leveling and bearing. Additional instructions provided by the manufacturer shall (WATER-TIGHT,JOINTS) 50,'. OTHER MATERIALS 10;. . . . . . . 16' . b. Adjacent trenches shall be separated by at least four feet of undisturbed soil. Individual SEPTIC. TANK 50' S0' NF_ also be followed. . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . . . . . . . . trenches shall be constructed parallel to the ground contours with trench bottoms as near EFFLUENT LINE TO 50 50 10 10 P�' �rCU W. y i. There shall be a minimum drop in elevation of two inches between the inverts of the inlet and Level as possible. They need not be perfectly straight but abrupt changes in direction shall DISTRIBUTION, BOX. . . . . . . aP outlet pipes. be avoided. DISTRIBUTION BOX 166, 100' 20'. 10' j. Garbage grinders. An additional 250 gallons of capacity and seven square feet of surface area ABSORPTION.FIELD, 160:, a 100� 201. 10, �. , 9 is required when a garbage grinder can reasonably be expected at the time of construction SEEPAGE WELL . . . . . . 150. �a�, . . . . . . . . 100. . . . . . . . . . . .20, . . . . . . . General Notes: DRY WELL ROOF 50 25' 20 16, ul or in the future. A gas deflection baffle or other acceptable outlet modification, and a dual 1. Areas lower than the 10 year flood level are unacceptable for on-site systems. Slopes greater than AND. .FOO . .. ING. .DRAINAGE . compartment tank or two tanks in series must also be , . . . . . . . . , . p provided. 15� are also unacceptable. RAISED OR MOUND 100 (a) 100 20 10' B. Multi-compartment tanks or tanks in series. SYSTEM (c) _ . a 6p 2. There must be at least four feet of useable soil available above rock, unsuitable soil, and high oRo°E Igo a. Dual compartments are recommended for all tanks and shall be required on all tanks with on seasonal groundwater for the installation of a conventional absorption field system (75-A.8(b)). N gSiO interior length of ten feet or more. OTES• b. The first compartment or tank (inlet side) shall account for 60 - 75Z of the required total J. Soils with very rapid percolation rates (faster than one minute per inch) are not suitable for a. WHEN SEWAGE TREATMENT SYSTEMS ARE LOCATED IN COARSE GRAVEL OR UPGRADE subsurface absorption systems unless the site is modified by blending with a less permeable soil AND IN THE GENERAL PATH OF DRAINAGE TO A WELL, THE CLOSEST PART OF THE TREATMENT design volume. to reduce the infiltration rate throughout the area to be used. SYSTEM SHALL BE AT LEAST 200 FT. AWAY FROM THE WELL. c. The baffle separating the compartments shall extend from the bottom of the tank to at least b. MEAN HIGH WATER MARK 4. Subsurface treatment systems and components of the sewage system shall be separated from c, FOR ALL SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL, SEPARATION DISTANCES six inches above the invert Of the outlet pipe. buildings, property lines, utilities and wells, to maintain system performance, permit repairs and ARE MEASURED FROM THE TOE OF SLOPE OF THE FILL. d. Compartments shall be connected by a four inch vertical slot at least 18 inches in width, a six inch elbow, or two 4-inch elbows located at a distance below the liquid level equal to reduce undesirable effects of underground sewage flow and dispersion. Reduced separation THESE PLANS REQUIRE FIELD VERIFICATION BY THE RESPONSIBLE one-third the distance between the invert of the outlet and the bottom of the tank. At least distances may be approved upon request when the site evaluation by a design professional or soil REGISTERED DESIGN PROFESSIONAL WHO'S SEAL IS PLACED UPON THEM scientist clearly establishes there will be no adverse environmental impact and will not interfere CONCRETE OR STONE e.one access manhole shall be provided into each compartment.Tanks in series should be connected by a single pipe with a minimum diameter of four with the satisfactory operation and maintenance of the system. The Table included shows the acceptable MARKER ABOVE ALL SEPTIC DESIGN (ELJEN SYSTEM) SCALE: AS NOTED inches. minimum separation distances from the various components of treatment systems. BURRIED COVERS n f. The volume and surface area for meeting the requirements of the design shall be based upon the RECOMMENDED. DATE: 11118107 6 DREAM LAKE ROAD SOUTH total volume and surface areas of all the tanks and chambers to be installed. DRAWN BY: VISION C. Concrete tanks. INLET BAFFLE DESIGN PERCOLATION RATE: 1-5 MIN/IN ' 12" MIN. COVER OVER a. Concrete shall have a minimum compressive strength of 2,500 pounds per square inch (psi)at 28 days set; 3,000 psi concrete is recommended as a minimum. ALL STRUCTURES SOIL APPLICATION RATE: (ELJEN) 1.72 GPD/SF PROJECT: b. Wall thickness shall be a minimum of three inches unless the design has been certified b a NO. OF BEDROOMS: EXISTING 2 6 DREAM LAKE RD S. g y DISOT. BOX 8-HOLE (EXISTING) New York licensed professional engineer as complying with all appropriate requirements MINIMUM SEPTIC TANK CAPACITY: 1000 GAL MIKE DOUGHER for thin-wall construction. All walls, bottom and top shall contain reinforcing to assure FROM TANK DESIGN FLOW RATE: 260 GPD support for 300 psf. c. All joints shall be sealed such that the tank is watertight; joints below the liquid level must be — (NEW STD FIXTURES-130 GPD PER BDRM)8 44 TYPE OF SYSTEM: ELJEN GEOTEXTILE SAND FILTER DRAWING TITLE tested for watertightness prior to backfilling. MIN. 1 " PER FT.d. The walls and floor of cast-in-place tanks shall be poured at the some time (monolithic pour). / SEPTIC DETAILS D. Fiberglass and polyethylene tanks. These tanks must meet the following additional requirements: o$,�o000 a. These tanks shall not be installed in areas where the groundwater level can rise to the level of o o p000 ALL 4" OUTLET INVERTS MINIMUM TOTAL LENGTH OF ELJEN LATERALS: the bottom of the septic tank. oo coo TO OR TO BE SET AT (BASED ON DESIGN PERC RATE) 28 FT AND b. Particular care must be taken during installation, bedding, and backfilling of these units so as GRAVEL EXACTLY THE SAME SPECIA CATIONS to prevent damage to tank walls. The manufacturer's installation instructions shall be ELEVATION. MIN. LENGTH OF 1 TRENCH SYSTEM: 28 FT followed. (USE OF SPEED LEVELERS �/ c. All tanks should be sold by the manufacturer completely assembled. If, because of size, the ENCOURAGED) INSTALL 1 ROW OF ELJEN 843 MODULES 40 FT LONG DISTRIBUTION BOX (BASE ON RECOMMENDED MINIMUM OF 5 MODULES/BDRM) tank is delivered to the site in sections, all joints shall be sealed with watertight gaskets DRAWING NO. and shall be tested for watertightness after installation, and prior to backfilling. N.T.S. DWG 20F 2