Loading...
2003-752 TOWN OFQUEENSBURY . 742 Bay Road,Queensbury,INY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 ATE01FCOMPLIANG,CERTIFIC Permit Number: P200307k Date Issued: Thursday;October 23,2003 This.is to certify that-work requested to be-done as shown by Permit Number P20030752 has been completed Tax Map Number: 523400.289.015-0001-034-033.0000 Location: 67 SURREY FIELD Dr Owner: FRANCIS X.&SANDRA O'KEEFE Applicant: FRANCIS X.&SANDRA O'KEEFE This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN Of QUEENSBURY Director of Building 4 Code Enforcement TOWN OF QUEENSBURY • 742 Bay Road,Queensbury;NY 12804-5902 (518)761-8201 Community Development-Building'&Codes' (518) 761-8256 BUILDING PERMIT Permit Number: , P20030752 Application Number: A20030752 . Tax Map No:._ 523400=289-b15-0001-034-033=0000 Permission is hereby granted to: FRANCIS X. & SANDRA n'KF.F,FF. For property located at: 67 SURREY"FIELD 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 with the NYS Uniform Building Codes and the Queensbury-Zoning Ordinance. Type of Cofistructi Value Owner Address: FRANCIS X. & SANDRA O'KEEFE 67 SURREY FIELD Dr Septic Alteration Residential Total Value QUEENSBURY;NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency MICHAELS GROUP :SUITE l 10 BLACKSMITH Dr" MALTA. NY 12020 Plans&Specifications 2003-752 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFCATIONS $25.00. PERMIT FEE PAID-TH S PERMIT EXPIRES: ' Wednesday, September 15, 2004 (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 ;que ury; day, Septemmber 15, 2603 SIGNED BY for the Town of Queensbury. Diarector ofBuildin &'Co Enforcement Application for Permit=Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: 3....................................................................................................................................... =-7 c_ r �l k Office TJse l'Location of installation: ; t Ju. �,t,x i l F: l_gXermit No. Tax Map No. / / u ftz� } wp Fee Paid- `J Owner's Name: s sEy�KEe � 0. ... ...................................._. ............................................:................................: \ TovyN C3! Oq e�- Address: , Y'f"E�t 1 Q 1�l �r ear �. p)gff+ifS�31yn� 2. INSTALLER'S NAME : 7VI� G-a�q? PHONE NC!5 IF S- aVi 3. RESIE)ENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable.gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation - Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present x 110 gal/bdrm = Garbage Grinder Installed yes_ i no Spa or Hot Tub Installed yes_ / no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material . Domestic Water Su pp Flat - sand at what depth at what depth municipal Rolling oam _� feet feet well Steep slope clay if well; water supply ----%0 slope other t t from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: fU Q0 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. L Septic Tank: t O©a - gallon (min. size 1,000 gal.) Tile Field: each trench !;� ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of 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(please read) 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. 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. 55e �[?fo-:� Sig ature of responsible person bate '�'g1Vyy tyT �21iL't'I1;tI)ilt'y S(:-.vt:i-s and Sew * I,c: I}isim..4-al t:Im pter., ' SIi;I'-11'ILA'I'IWP�I ItI;LZl.J1I�.I [1•l"1�.N'i-`:i ; ' ' PQwt) �-.^-�, 1rJ�LL. tH yl�tR'rL• .. � ,/ .rt ti'�v.i p�gr�aP trc�i ?. SIG R NATUE & INFORM-kTION FOF-MtiYvr;sxo . a-L,�,s.,..�.�o�...,•.•..•., Septic Inspection Report. Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials: 'f1 i- NAME: PERMIT NO.: 0, LOCATION. 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. Len h 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 Location/Separations v Foundation to tank --- ft. ft. Foundation to absorption ft. 0 L Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use tatus: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingwayU3uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No.(518) 761=8256 Date Inspection request received: j !1 Queensbury Building&Code Enforcement Arrive: aml 7part: a i/pin 742 Bay Rd., Queensbury,NY 1,2804 Inspector's Initials: � ?� r ` 3-7s NAME: �=--> PERMIT NO.: LOCATION: � INSPECT ON: ( 03 RECHECK: Comments and/or diagram Soil Type: Sand l Loam 1 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 1 Pit -Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to abso lion Separation of Pits Conforms as per Plot Plan f Y N ' � Location of System on Property: Front Rear Left Side Right Side Middle Fro l Middle Rear _System Use Sta s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Insp ction request received: Queensbury Building&Code Enforcement Arrive: n70) am/�mDepart: am/pin 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: 0 ���; NAME: 45,11,eee 4, , PERMIT NO.: LOCATION: 6Yi r INSPECT ON: 110111i V/J; 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 Length of each trench Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: icy Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan _Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please'call the Building&Codes Office VT_-Di8approved /V L:1SueHemingway\13uilding.Codes,Inspection.FORMS\Sep tic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: . lj/j>-J m/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 128.04 Inspector's Initials: NAME: PERMIT NO.: a�-i- LOCATION: 1 INSPECT ON: J tJN RECHECK Comments and/or diagram Soil T3Te: Sand I Loam Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other,wells: ft, AbsoTtion Field: Total lengh ft. -Length of each trench ft, Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: L/-:k LJ�Qe- Size Type Building to tank Tank to Distiibution Box Distribution Box Field Pit Opening Seale f V1 NI Partial Location/Separations Foundation to tank Foundation to absorption. ft. Separation of Pits 4= ft. Conforms as er Plot PI_p an ()V N Location of System on Property: Front tea O Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ani/pm Depart: am/pm 742 Bay Rd., QueensbulyNY 12804 Inspector's Initials: NAME: PERMIT NO.: G' LOCATION: �rr� ��� INSPECT ON: U, 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. Abso tion Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: aW 41 Piping Size Type - 1t Building to tank 41JLj)4,x)Tank to Distribution Box i Distribution Box to Field/Pit Opening Sealed: Y/N/Partial I Location/Separations Foundation to tank ft.. . Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved' Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:1SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 I n1_ATTnM P1 AM SUBSURFACE INVESTIGATION Performed 4/23/03 Test Pit #3 0 —12" Silty Topsoil (Appears to have low organic content) 12" — 37" Sandy Fill 37" — 42" Medium Brown Silty Clay 42" Bottom of Hole 34" Water Entering Hole Performed 5/5/03 Test Pit #14 0 — 56" Medium Brown Sandy Silt Fill, Silt content increases with depth 56" — 60" Organic Top Soil Evidence of pine needles, sticks, leaves Fin" Bottom of Hole Test Pit #15 0 — 59" 59" — 63" Test Pit #18 0 — 20" 20" — 40" ' 40it Medium Brown Sandy Silt Fill Organic Top Soil Trace evidence of pine needles, grass, leaves Bottom of Hole APPROXIMATE NYSDOH BASAL AREA LIMIT (TYP.) NEW "EQUALIZER 24" INFILTRATOR CHAMBER LATERALS (TYP.) Medium Brown Sandy Silt Fill Gray fine to medium sand Bottom of Hole (Refusal) Medium Brown Silt in bottom of hole Percolation Test #12 Soil: Brown fine to medium sand, trace silts Depth: 37" Stabilized percolation rate of 9 minutes 10 seconds Percolation Test #13 Soil Description: Medium Brown Silt Depth: 35" No stabilized percolation rate achieved 1h" drop in 2 hours and 03 minutes Percolation Test #16 Soil: Medium Brown fine to medium sand, some silt Depth: 24" Stabilized percolation rate of 10 minutes 49 seconds Percolation Test #17 Soil: Medium Brown Silt Depth: 19" No stabilized percolation rate achieved 1/" drop in 56 minutes LEGEND: EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: SURFACE WATER DIVERSION SWALE: EDGEDRAIN GROUNDWATER INTERSEPTOR: SILT FENCE / EROSION CONTROL: SURREY FIELD HOMEOWNERS ASSOCIATION PROPERTY TEST HOLE: PERCOLATION TEST: RAWING # DETAIL REFERENCE TAG: N�.S- DRAWING # FOR DETAIL ETAIL # DETAIL REFERENCE TAG: 2 D1 SEE DRAWING # FOR DETAIL ECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER D1 SEE DRAWING # FOR SECTION ` ROUTE TO DAYLIGHT / J� IN EXISTING SWALE APPROXIMATE LOCATION OF EXISTING DRAINAGE SWALE AREA OF FILL MATERIALTO BE REMOVED AND REPLACED10, 4" PVC DRAIN LINE Oj - - a Y N ,) , TO EXTEND BE D 0 FILL LIMITS PT #13 _- _ A SURFACE WATER/ GROUND k ',• ` T _ <% / / D1 WATER CUTOFF TRENCH TP EXISTING SEPTIC TANK PT #12 ' 1 TO BE REUSED; LOCATION APPROXIMATE PR POSED SYSTEM PLAN VSCALE: 1 " = 10'f EXISTING BUILDING SEWER #67 SURREY FIELD DRIVE O'KEEFE RESIDENCE NEW 4" PVC EFFLUENT LINE(S) (1% MIN. SLOPE) #63 SURREY FIELD DRIVE MILEN RESIDENCE GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) SCALE: 1" = 10' NEW DROP INLET TO COLLECT ROOF LEADER RUNOFF .N GENERAL NOTES: G-1) PLAN BASED ON MAPPING BY NACE ENGINEERING, PROVIDED TO JARRETT-MARTIN ENGINEERS, PLLC BY THE SURREY FIELD HOMEOWNER'S ASSOCIATION. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT 'DIG SAFELY NEW YORK' AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. DESIGN INFORMATION (#63 MILEN & #67 O'KEEFE): DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM;, SURREY FIELD HOMES SERVED BY QUEENSBURY MUNICIPAL WATER. DESIGN FLOW (EACH SYSTEM) 3 BEDROOMS x 130 GPD/BEDROOM = 390 GPD NO GARBAGE GRINDERS OR SPAS/ HOTTUBS TO BE CONNECTED TO WASTEWATER DISPOSAL SYSTEM SEPTIC TANK 1000 GAL. (MIN.) CAPACITY SEPTIC TANK REQUIRED AND PROVIDED, EACH SYSTEM EXISTING 1000 GAL. SEPTIC TANKS FOR EACH RESIDENCE TO BE REUSED. SEPTIC TANK EFFLUENT FILTER PROVIDE (1) MODEL A1801-4X22, "ZABEL" RESIDENTIAL FILTER FOR EACH RESIDENCE.(FOR MULTIPLE TANKS PLUMBED IN SERIES PROVIDE THE EFFLUENT FILTER IN THE OUTLET OF THE DOWN STREAM SEPTIC TANK.) LEACHING SYSTEM (RAISED) (EACH SYSTEM) 390 GPD _ 0.7 GPD/SQ. FT. = 557.14 SQ. FT. REQ'D (10 — 20 MINUTE/INCH PERCOLATION RATE FILL MATERIAL) 557.14 SO. FT. - 2' TRENCH WIDTH = 278.6' MINIMUM LENGTH OF "EQUALIZER 24" INFILTRATOR CHAMBER TRENCH REQUIRED. PROVIDE (5) 59.01' "EQUALIZER 24" INFILTRATOR CHAMBER LATERALS EACH LATERAL TO BE (7) UNITS LONG EACH BASAL AREA 390 GPD _ 0.2 GPD/SQ. FT. = 1950 SQ. FT. MINIMUM BASAL AREA REQUIRED 1984 SQ. FT. OF BASAL AREA TO BE PROVIDED. EFFLUENT DOSING / DISTRIBUTION GRAVITY DOSING AND DISTRIBUTION VIA D—BOX FROM SEPTIC TANK. ' ' F fily BUILDING DEjpT. REVINWID By W 09/23/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS I BY E H. TH MAS OARRETT E. #57509 COPYRIGHT 0 2002 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VAUD ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL SITE PLAN C 1 #63 & #67 SURREY FIELD DRIVE REPLACEMENT WASTEWATER DISPOSAL SYSTEM SURREY FIELD DRIVE QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 SEPTEMBER 2003 PRO#02-053 SHEET: 1 OF 3 FILE: F:\... \ 02053091903 SURREY FIELD WW DESIGN.DWG PLOTTED / REVISED: 09/23/0310:30am SPECIFICATIONS: 31'-0" BASAL AREA '-0" (TYP.) 10' MIN. 4" TOPSOIL "EQUALIZER 24" INFILTRATOR 2% MIN. CHAMBER LATERALS (TYP.) L ' FINISHED- - - - - - GRADE _ J -r tA MIN. 3 - - is i - 1 - - - - �- _ 24 MIN. 4 - v h* - " EXCAVATE EXISTING FILL MATERIAL TO ORIGINAL GRADE; NOTE: L-5 10 - 20 MIN/INCH PERCOLATION RATE ORIGINAL GRADE ALL PREVIOUSLY BURIED VEGETATIVE MATERIAL AND ORGANIC DI FILL MATERIAL SOIL LAYERS TO BE REMOVED; PREPARE NOTE: L-6 EXISTING GRADE AS SPECIFIED FOR COHESIVE SOILS D1 (ENGINEER TO WITNESS SUBGRADE PREPARATION PRIOR TO ANY FILL PLACEMENT) SYSTEM SECTION SCALE: N.T.S. PERMANENT MARKER WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; OVER COVER SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER WATERTIGHT SEALED CONCRETE PLUG �24" FINISHED GRADE PRECAST CONCRETE RISER AS REQUIRED 12" MIN. 24" MIN. SOIL LINE FROM HOUSE INSTALL NEW OUTLET < ° PIPING @ 1 % SLOPE (MIN.) 3„ INLET —► OUTLET 151' — 18" EFFLUENT LINE INSTALL EFFLUENT 2 FILTER IN OUTLET TEE p1 °—/ EXISTING SEPTIC TANK TO BE REUSED //\//\//\ j\/ \//\�i\// \//�/\/\ X X/ iA v /A\ ,A\ /v\ ,\\ /A\ /V\,VA �A.�j� SEPTIC TANK REFIT DETAIL SCALE: N.T.S. TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1/2" ABOVE GRADE >/ �6 (MIN.) —� REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING INLET DEVICE ON EACH OUTLET 4% 4" GRAVITY DISTRIBUTION LATERAL r—@ 0.5% MIN. SLOPE 12" MIN. OF CLEAN SAND 2" MIN. ---'OR PEA GRAVEL FOUNDATION FORT MILLER DISTRIBUTIO OUTLETS — 4" KNOCKOUTS BOX OR EQUIVALENT DISTRIBUTION BOX DETAIL SCALE: N.T.S. 4" OUTLET TEE MODEL A1801-4x22 RESIDENTIAL "ZABEL" FILTER OR EQUIVALENT' 18" t SURFACE WATER DIVERSION SWALE PERMEABLE SANDY TOPSOIL /\\ 6" TYP. EXISTING FILL MATERAIL OUTSIDE OF WASTEWATER SYSTEM FOOT PRINT TO REMAIN N GEOTEXTILE 4" PERFORATED CORRUGATED HDPE DRAINAGE TUBE NON —SHRINK GROUT TO PUMP_ STATION 18 4" PVC PIPE MIN. NOTE: IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4x22 FOR MODEL A1801-4x22. EFFLUENT FILTER DETAIL SCALE: N.T.S. 4" PVC EQUALIZATION PIPING END PLATE WITH STANDARD END PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) ALLOW FOR FLOW BACK TO PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE). LEACHING SYSTEM: 77 L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL INFILTRATOR UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5) FILL MATERIAL FOR LEACH FIELD BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND FREE OF CLAY, ORGANIC MAT - MATERIAL AND NON SOIL COMPONENTS DEBRIS, ETC.. MATERIAL SHALL MEET PERCOLATION RATES INDICATED ON DRAWING. PERCOLATION ATE S T OLAT ON R 0 BE VERIFIED YCONTRACTOR I B N BORROW PI PRIOR TO T EXCAVATION AND I PLACE I ( )N CE N LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER AND/OR ENGINEER. L-6) METHOD OF GROUND PREARATION TO BE AS FOLLOWS: ON GRANULAR NATIVE SOILS: 1. REMOVE VEGETATION AND TOPSOIL; STOCKPILE TOPSOIL FOR PLACEMENT ON FINISHED SYSTEM. 2. SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING PRIOR TO PLACEMENT OF SPECIFIED GRANULAR FILL. ON COHESIVE NATIVE SOILS SUCH AS SILT AND CLAY: 1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH. 2. ALL TREES AND STUMPS AT THE FILL SITE SHALL BE CUT TO GRADE AND REMOVED. 3. BRUSH, VINES WEEDS, GRASS, ETC. SHALL BE CUT TO GRADE AND REMOVED. 4. LEAVES, LIMBS AND BOULDERS ABOVE GRADE SHALL BE REMOVED. 5. THE FILL AREA SHALL BE PLOWED TO A DEPTH OF 7-8 INCHES WITH A MULTI -BOTTOMED BLADE PLOW AND THE FURROW TURNED UPSLOPE, 6. FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED. 7. FILL SHALL BE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON USING A TRACK TYPE MACHINE FROM THE UPSLOPE SIDE. (EQUIPMENT SHALL ALWAYS WORK FROM FILL MATERIAL) 8. THE REQUIRED ABSORPTION SYSTEM SHALL BE CONSTRUCTED AFTER THE FILL MATERIAL COVERS THE ENTIRE MOUNDED AREA. 9. A CLAYEY LOAM OR SILTY LOAM CAP SHALL BE INSTALLED AS DEPICTED ON THE PLANS. 10. THE ENTIRE MOUND SHALL BE COVERED WITH TOPSOIL (MIN 4") AND SEEDED TO GRASS. L-7) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. L-8) NEW LEACHING SYSTEMS ARE NOT DESIGNED TO HANDLE SWIMMING POOL BACKWASH WATER. BACKWASH WATER TO BE DIRECTED AWAY FROM NEW SYSTEMS AND DISPOSED OF AT DIRECTION OF OWNER. TANKS / STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON -SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. MISCELLANEOUS: M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. 0 "EQUALIZER 24" CHAMBERS 4" PVC DISTRIBUTOR -09/23/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH • FROM DISTRIBUTION Box OUTLET INLET END PLATE WITH DATE REV # ISSUED REVISIONS BY END END STANDARD INVERT `" DRAWING: e°��'� DETAILS �o,�r D 1 #63 & #67 SURREY FIELD DRIVE REPLACEMENT WASTEWATER DISPOSAL SYSTEM SURREY FIELD DRIVE ysFo 'v�. 575 QUEENSBURY, NEW YORK fESS 11 LEACHING LATERAL DETAIL SCALE; N.T.S. JARRETT - MARTIN ENGINEERS, PLLC H. TH JARRETT PROFESSIONAL ENGINEERING P. . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT ® 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A MESEAL OWL BECONSIDEREDTR.IE SEPTEMBER 2003 PRO#02-053 SHEET: 2 OF 3 ANOVAW BYAU IONOFTHIS NG EERISUNLAWRX- FILE: F:\...\ 02053091903 SURREY FIELD WW DESIGN.DWG PLOTTED / REVISED: 09/23/0310:30am BY A LICENSED ENGINEER IS UNLAWRJL GEOTEXTILE FABRIC SHEET FLOW DRAINAGE BUTT BALES TOGETHER, I.E.: NO GAP LAYOUT FOR SHEET FLOW DRAINAGE LAYOUT FOR SHALLOW CONCENTRATED FLOW GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE OVERLAP FABRIC STAKE BEDDING DETAIL NOTES: 2" x 2" HARDWOOD STAKES OR RE —BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 4" MIN. 8" MIN. (TYP.) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. TYPICAL TIE POINTS GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, STABLINKA T140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM STEEL OR 2" x 2" HARDWOOD POSTS 24" MAX. (TYP.) 1----5' MAXIMUM—� SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE STEEL OR WOOD POST STEEL OR WOOD POST WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE (14.5 GAUGE MIN.; (14.5 GAUGE MIN.; 6" MESH SPACING) 6" MESH SPACING) " � �— FLOW I FLOW 1 —8 1 >_4„ L 8 GEOTEXTILE FABRIC 4" (MIN.) DRAIN ROCK x 6 TRENCH 'WITH COMPACTED BACKFILL GEOTEXTILE FABRIC NOTE: 1. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI -PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" (MAX.) RECCOMENDED STORAGE HEIGHT. 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABALIZED. SEDIMENT CONTROL BARRIER: STRAW BALE DIKE j--18" MIN.—j SCALE: N.T.S. A F� B 4' MIN oC� 1 O oao� GRAC 4' MIN.�� `­ `VMEDIUM RIP RAP (TYP.)J NON -WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP; SEE CROSS SECTION BELOW ORIGINAL GRADE END SECTION OVERFLOW OUTLET; WHEN USED AS CHECK DAM ONLY LIGHT RIPRAP OR I IAIr l AccinE-n c-MKIC- AS \o 'm"'v•) CRUSHED STONE CROSS SECTION GEOTEXTILE FABRIC OVER DAM FACE AND ANCHOR INTO CHANNEL WALLS/BOTTOM NOTES: THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR GREATER .FOR PERMANENT EARTH DIKES. "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. (n SEDIMENT CONTROL BARRIER: EARTH DIKE II 31, SCALE: N.T.S. SEDIMENT CONTROL BARREIER: SILT FENCE SCALE: N.T.S. EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. ■ A" 09/23/03 1 /A\ I SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE I REV # I ISSUED / REVISIONS I BY ()T NEW SAP M AS i "�1C ��• 575�s-. H. TH MAS JARRETT Y.E. #57509 OPYRIGHT ® 2002 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALD ALTERATION OF THIS DOCUMENT EXCEPT BY A UCENSED ENGINEER 6 LI LAWFUL EROSION CONTROL DETAILS EC1 #63 & #67 SURREY FIELD DRIVE REPLACEMENT WASTEWATER DISPOSAL SYSTEM SURREY FIELD DRIVE QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 SEPTEMBER 2003 PRO#02-053 SHEET: 3 OF 3 FILE: F:\...\ 02053091903 SURREY FIELD WW DESIGN.DWO PLOTTED / REVISED: 09/23/0310:30am NOTES: APPROXIMATE NYSDOH BASAL AREA LIMIT (TYP.) NEW "EQUALIZER 24" INFILTRATOR CHAMBER LATERALS (TYP.) _ `'— ROUTE TO DAYLIGHT AREA OF FILL MATERIAL TO BE REMOVED AND REPLACED 4" PVC DRAIN LINE c� , ;' 4�� _,� `� `-�r � :i_: ••-+' �.,/�.','."', t„•' ' : •'._ ��� ;''> i r ''. ''; i:A TO EXTEND BEYOND FILL LIMITS ,';.�- -,/� ,.,_' ;,Z`.,..: �-; ,- - t-, ''`;-_ ,�:"'�:.�-, '��.;•�'�.��(. 1, ,{_, ,'' _ ��' , 't ,4•'`- � _ �•' !.. ; ., t, Tr ' - - '♦ ` ,''_,R Fla •� y-}' "' •�� i �ii, _ =� ',' !!.''T - ,/ / 64'±`; / (,• ' , , •,K`- Yi `+, ',y :, �- �; _ , SURFACE WATER/ GROUND �.. °, •r ,�;, ;�:; s !�t ti . ,, r t ' �;/ WATER CUTOFF TRENCH .Y' wvI •-�'^.:=.�T'•�:wt•' i<;.\,^1' ,• •`L e� .t .a` a 1.- �.,� Yt`\ .'� ,<..•t / .�:�`:. Y • :,- ��`' - ;;;,.�:_�_. � � '�'=. ,S�', F.';,w ,�r"-.; _i' •,, , �; ; i � / ? �- -,,� / I \ " _ ; L :," EXISTING SEPTIC TANK �. _ '+=r; -� • 1 s '�' TO BE REUSED \ _ _ ;�,, : -_ ._- tom- s t: •: " �' •-• . `,- �'. 1 �' :.�:�' � r='- _ :.. � NEW D—BOX \ �� , + - �u'"�';; .�,' � „tom >i = _ _ ,"YI � • - �- _ };' ',? ��'• �` `+�;£�'-+•_ 00, ! ice, S .� •• ,, A ;r., +,- �,•=a _ ;, ,' #67 SURREY FIELD DRIVE ..,`, `'��-;;-, -,,i,T <-�,_•+1,�- �,,`; 'ri ;t� �. ..�,��;�, f / O'KEEFE RESIDENCE s • '.• '''' n _ r 1. , ` .. % / - '`,�I-= ,•�" / ' �.� NEW \ D—BOX �. \ NEW 4" PVC EFFLUENT LINE(S) \ (1 % MIN. SLOPE) \ NEW DROP INLET TO COLLECT ROOF LEADER RUNOFF .'oe / EXISTING SEPTIC TANK / TO BE REUSED \ / \ / MILEN RESIDENCE � #63 SURREY FIELD DRIVE � / / VOED NOUN P' • 4' TOPSOIL SCALE:1- = 10-t 31'-0' BASAL. AREA "EQUALIZER 24' INFILTRATOR CHAMBER LATERALS (TYP.) —0. (TYP. 10' MIN. FINISHED GRADE - r' - +' •'' - „� �,, a` / : .- rid ''i _> `r- - , .r.M->•'; -,•i. _+ .t.-20 \MI4/INCH :',z•' ,-!•.•r 2- 4t MI- N.'3 MIN. PERCOLATION RA FILL MATERIAL„ - •,,,- 41, 11 \/ \ / - ' t LJ• L I• i - 't' `Y -- • -' ":.' - ,.. - • . . Sri. ,�. i. �� /ate /.� /.� /.� /�/��C\/ ��\��\��\��\..�\_\�\.�\�\\�\\�\,�\,�\��\��\ �\��\��\i\\i\\i\�i\�i\�/\�/\\/��\/��\/��\/��\/i��/i��/��, EXCAVATE EXISTING FILL MATERIAL TO ORIGINAL GRADE; ALL PREVIOUSLY BURIED VEGETATIVE MATERIAL AND ORGANIC SOIL LAYERS TO BE REMOVED; ORIGINAL GRADE TO THEN BE TO RAKED/SCARIFIED TO ELIMINATEING NATIVE SOIL SYSTEr•1 SECTION SCALE: N.T.S. GRADE SURFACE WATER DIVERSION SWALE TOPSOIL SANDY EXISTING FILL MATERAIL OUTSIDE OF WASTEWATER SYSTEM FOOT PRINT TO REMAIN N GEOTEXTILE 4" PERFORATED CORRUGATED HOPE DRAINAGE TUBE 1) PLAN BASED ON MAPPING BY NACE ENGINEERING, PROVIDED TO JARRETT—MARTIN BY THE SURREY FIELD HOME OWNER'S ASSOCIATION. DESIGN INFORMATION (#63 MILEN & #67 UKEEFE): DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM; SURREY FIELD HOMES SERVED BY QUEENSBURY MUNICIPAL WATER. DESIGN FLOW (EACH SYSTEM) 3 BEDROOMS x 130 GPD/BEDROOM = 390 GPD NO GARBAGE GRINDERS OR SPAS/ HOTTUBS TO BE CONNECTED TO WASTEWATER DISPOSAL SYSTEM SEPTIC TANK 1000 GAL. (MIN.) CAPACITY SEPTIC TANK REQUIRED AND PROVIDED, EACH SYSTEM SEPTIC TANK EFFLUENT FILTER PROVIDE (1) MODEL A1801-4X22,-ZABEL" RESIDENTIAL FILTER FOR EACH RESIDENCE.(FOR MULTIPLE TANKS PLUMBED IN SERIES PROVIDE THE EFFLUENT FILTER IN THE OUTLET OF THE DOWN STREAM SEPTIC TANK.) LEACHING SYSTEM (RAISED) (EACH SYSTEM) 390 GPD _ 0.7 GPD/SQ. FT. = 557.14 SQ. FT. REQ'D (10 — 20 MINUTE/INCH PERCOLATION RATE FILL MATERIAL) 557.14 SQ. FT. _ 2' TRENCH WIDTH = 278.6' MINIMUM LENGTH OF "EQUALIZER 24" INFILTRATOR CHAMBER TRENCH REQUIRED. PROVIDE (5) 59.01' "EQUALIZER 24" INFILTRATOR CHAMBER LATERALS EACH LATERAL TO BE (7) UNITS LONG EACH BASAL AREA 390 GPD _ 0.2 GPD/SQ. FT. = 1950 SQ. FT. MINIMUM BASAL AREA REQUIRED 1984 SQ. FT. OF BASAL AREA TO BE PROVIDED. EFFLUENT DOSING / DISTRIBUTION GRAVITY DOSING AND DISTRIBUTION VIA D—BOX FROM SEPTIC TANK. .ve s len or obse: gyred or belie s ! o u , V$ I BW P,dEtIC�,iCf f, wells tr tfences, etc.. iy lri8siirQ�l' t�'P diStaIiCFc set fDrili on the j SIGNATURE DATOCUE - evrLDrnr �� O & COD REVIEWED BY p DATE `+� 3 S'EP 200 PRELIMINARY BY Q. ft% DATE C �P,-� r 7/01p3 AA CONCEPT PLAN - NOT FOR CONSTRUCTION RUH DATE REV # ISSUED / REVISIONS BY WW"ING: CONCEPT PLAN 0M #6:3 & #67 SURREY FIELD DRIVE REPLACEMENT WAMEWATER DISPC)611AL SYSIIEM FEW UTYPE MUFFl WI 1NW ym JARRED o MARTIN ENG"INEER�, PLLC H. THOMAS JARRETT PROFE `SZONAL, ENGZNEEG3ZNG P.E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPMAGWOMM GLENS FALLS, N.Y. FAX: (518) 7W1 W aw+A eUIEO*MALLBECONIoER®TFRE JM2= P G SHMT: I OF 1 N o%" MAMT+ouOMS DOCiJtl MIDEWT FILE: F/ 20&V63003 SURREY FIELD CONCEPT.DWG PLOTTED / REVISED.7/01/03 11:00 AM 9YA UCP6IM 9NGREi O U LAML