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SEP-0184-2018TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-0184-2018 Date Issued: Monday, March 25, 2019 This is to certify that work requested to be done as shown by Permit Number has been completed. SEP-0184-2018 Tax Map Number: Location: Owner: 300.-1-27 339 CLENDON BROOK RD Martin Seaton Applicant:Martin Seaton This structure may be occupied as a: Residential Septic Replacement 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 Planning Board or Zoning Board of Appeals. Director of Building & Code Enforcement / �}`= TOWN OF QUEENSBURY ..Y � 51. I, 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 ---tea BUILDING PERMIT Permit Number: SEP-0184-2018 Tax Map No: 300.-1-27 Permission is hereby granted to: Al Tree Works For property located at: 339 CLENDON BROOK RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: 'Martin Seaton Septic Disposal-Residential $0.00 Owner Address: 339 Clendon Brook RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Al Tree Works 339 CLENDON BROOK RD Queensbury,NY 12804 Plans&Specifications Residential Septic Replacement $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,April 23,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration da .) Dated at the Town Queen ; 41\4o n 23,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement _ ' SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only Town of Ceensbury 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Permit#: SC-4)-° O 2 Q 1 j Tax Map ID#: 300.-1-27 Permit Fee:$ 2-5 ; Invoice#:Oj3 Project Location: 339 Clendon Brook Road Septic Variance? Yes No Primary Owner(s) Martin Seaton Mailing Address 339 Clendon Brook Road,Queensbury NY 12804 Phone & Email (518)796-1316 Installer/Builder Al Tree Works r—.. Mailing Address 339 Clendon Brook Road,Queensbury NY 12804 I 11. 1 LE 1 i ' i 1n\ I Phone & Email (518)792-5602 1h ^�`„ 1111 Engineer Hutchins Engineering 11 d I APR i LUIQ Mailing Address 169 Haviland Road,Queensbury NY 12804 c)F rE` tNSBURY g� 1t�1.►�9ttl t li" �4JCL3Ya��.3l�R! Phone & Email (518)745-0307/tutchins@hutchinsengineering.Lom BUILDING& Contact Person for Building&Code Compliance: Martin Seaton Phone: (518)796-1316 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes ©o Installed? (circle one) 1992-Present 4(designed for 5) 110 550 PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature ✓ Sand ✓ Loam Clay Other Groundwater At what depth? >66" Bedrock/Impervious material At what depth? >66" Domestic Water Supply _Municipal /Well (if well,water supply from any septic system absorption is 150 ft.) Percolation Test Rate: 4:10 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1,500 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length 275 ft.; Each Trench 55 ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Martin Seaton DATE: 4/19/2018 SIGNATURE: Town of Queensbury Building&Code Enforcement Revised February 2017 N N 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION w c� FIELD; SEED AND ESTABLISH TURF FILTER FABRIC MIRAFI 140N OR EQUIVALENT - -I I I_I I I—I I I—I I I—I I I—I I I—I I I " " y-/• -- 12" MAX =1 I=1 I=1 I=1 I=1 - ' S70°10'23"E — — ' � 47' � 6" MIN. "r- � APPROXIMATE STREAM LOCATION 37. . N83°05'57"E 2" MIN. ��d��o° SLOPE= o-�po I '� � -.; �'�:;'>. - .,.•. - �O� �000 o0A rp \ / 17. ' WELL SETBACK— / \ 23' 100 SE1B `�"• _ � 50' WELL SETBACK— oLbo�� 6OO o O orb FR ` A3 x= a P� O �-4' PERFORATED PVC LATERAL, �r , SLOPE /6" / 2" PER FT - - CS lb - END CAP \ - j 100' STREAM SEIBACK- A I 1/2"3 4" TO 1 1 r SITEiLOCATTON PROP. DISTRIBUTION BOX- ' CRUSHED STONE ABSORPTION TRENCH PROFILE LOCATION MAP n \ ' —s PROP. EFFLUENT SEWER- SCALE. NTS 41 ay. /,ry ai4.x � h PROP. 1,500 ALLON PRECAST / CONCRE SEPTIC TANK r I ---_ " MIN TOPSOIL OVER THE = Y. , 4 ENURE ABSORPTION FIELD; �a ,� �� ¢; �„�•: � \ � �� wow :.�: • ::•�, �; �.., ; SEED & ESTABLISH TURF EXISTING OVERFILL TO ALLOW BACKFILL FREE OF- FOR SETTLEMENT J 1 STONES OVER 3 zA =gym_-:. 1 =`�` .. --ram' :.,.....x.�.T,'.,`� -' :• :.,:t-.- t a o. 4:. sR" I :s-gin a ;Y` z^ PROP. PIPE-IN-STONE .. 1 / ABSORPTION TRENCH 4., It 1 ll 5 TRENCHES O 55 LF ( ) 3 / aji• l FILTER FABRIC ll ♦ Y _.--.. �� _ 1 lui EACH 275 LF TOTAL " am ti - MIRAFI 1 ON/ 41�' , ' TRENCH WIDTH t Y- + « ,j - XEQUAL / Y OR itit It ca van fill N 11 1P-1 S 2" MIN. 0 12" MIN. SITE LOCATION NEIGHBORHOOD MAP --- _ - -- 6" r00000 goo o°�_ CLENDON r),. 001 BROOK ROAD ®... 7>•41 ' " " -4" PERFORATED PVC LATERAL, SLOPE SYSTEM INSTALLATION NOTES N86°44'15°W -' 3/4 TO 1-1/2 � ASHED 4 P - RATE PER L CONS7RUC710N SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE W11N THE N.Y.S. DEPARTMENT CRUSHED STONE OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF 7HERMOPLAS77C PIPE AND • CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ABSORPTION TRENCH SECTION AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL WASTEWATER SYSTEM PLAN SCALE: NIS BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. SCALE: 1"=50' PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF = GRAPHIC SCALE FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. 25 0 12.5 25 50 100 THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDl170NS IN FEET ) ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED•RAINFALL, AND DIVERT SURFACE RUNOFF AWAY FROM THE 4 MIN. TOPSOIL NATIVE SOILS 6' TYP. TRENCH SPACING DISPOSAL FIELD. CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES L THIS IS NOT A FIELD SURVEY L \ L �. , , , ` DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE.BEEN INSTALLED. v/i\/l</��//�`/�/�i/r//�//i//��/�//ie'�/�i//i/li//i//i//� i�//�/i�/ii//�y/i//�//�//�//�//�/i /�/lid//�/�i�li�/i�/ii//��/i/��//��/ii�//\/\//��//��//F\//��//��//��/ii\/h�/i��/�//\/!��/v/\/�yli�//\//\//\//i��i�/ii\//i\/ii�//i��i��/i�Y��/(�//��/i//�//�//i�/i//�//i// :a ct�'s?.r• :}. .c:'•,i: .r•'aG- _ _ _ .r�a.2 — - a...•. c l _ .? .. i . ' .. __...._... ,» .• ....ro __..._. .._.._....... . . ...__..... _ THIS SYSTEM IS DESIGNED FOR WATER CONSERWNG FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE . .. .. _ .. /l ... --. _........._ .._...... WATER U EXTREME ORGANIC LOADING DEVI S . . . ..... _ CE SUCH AS JACUZZI TYPE SPAS OR GARBAGE . , r : : GRIND ERS. tt , : ......._ _.......... ...._... 3 ........... .- __.... _ __.. A CELLAR AND SURFACE ; _ ROOF, FOOTING, GARAGE, TER DR THE _... DRAINAGE MUST BE EXCLUDED FROM : . . , . - WASTEWATER SYSTEM. TOWN : : _.. -.r ... .. ......._._...... . ._....._.... --... _..._. __ _. . __.... . ..... . - -- .. -- - . i I , Y & _ . : _ _ _ _ ECIFICATIONS BU ILDING LDI _. ..... _ _. __, _.. : , ::: - - - ABSORPTION FIELD AGGREGATE Revlewe PROPOSED 24" WIDE ABSORP77 TRENCH; ABSORPTION TRENCH SECTION STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. Date: (5) REQUIRED AT 55' LNG EACH EFFLUENT FILTER (SEE ABSORPTION TRENCH SE 77ON AND SCALE: N1S EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT.PROFILE FOI DETAILS) EFFLUENT SEWER PIPE Fl E COP-/PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL W4TH 1/8" PER FOOT MINIMUM SLOPE FILTER FABRIC WASTEWATER SYSTEM DESIGN FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. HOUSE SEWER PIPE 4-BEDROOM RESIDENCE (DESIGN TO 5-BEDROOM) PIPING.TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE DESIGN FLOW - 110 GPD/BEDROOM TOPSOIL SUGGESTED: INSTALL POLYETHYLENE EXTENSION TO GRADE SUGGESIID: INSTALL POLYLOK PL122 FILTER SUCH SYSTEM DESIGN FLOW - 550 GPD PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. WITH TAMPER RESISTANT ACCESS COVER (NON-TRAFFIC THAT IT IS READILY REMOVABLE THROUGH TANK SEPTIC TANK - PROPOSED 1,500 GALLON AREAS) ACCESS COVER PRECAST CONCRETE LEACH FIELD - PIPE-IN-STONE ABSORPTION TRENCHES SEPTIC PLOT PLs 12" MIN. COVER DESIGN PERCOLATION RATE = 6-7 MIN/IN p E C. E o E I HAVE SEEN OR OBSERVED ALL OBJECTS APPLICATION RATE = 1.0 GPD/SF SUCH AS HO SES, WELLS, TREES, FENCES, ETC 1/4" PER FOOT a. r " ABSORPTION TRENCH AREA REQUIRED = 550 SF APR 19 2018 � SHOWN 0 HIS DOCUMENT.I HAVE PERSONALLY MIN. SLOPE °.`. °'. r . \ /. 'a 1/8" P£R FOOT 12 MIN. COVER 2' WIDE ABSORPTION TRENCH REQUIRED = 275 L.F. MEASUR DISTANCE SET FORTH ON THIS DIAGRAM. DISIRIBU710N BOX INSTALL 5 TRENCHES AT 55 LF. = 275 LF sip ACE DATE e —3" MIN. SLOPE Tp�f OF QUEENSBURY 4" HOUSE SEWER - E,i �� BUILDING 8 cows TAX MAP # 300.-1-27 `� LIQUID LEVEL 4" EFFLUENT SEWERn(A POTABLE WATER SUPPLY IS.ON-SITE WELL C1E�N Y ° IQPI _ , DEC ALTERATION OF THIS DOCUMENT IXCEPT BY A LICENSED PROFESSIDr1AL WATERTIGHT SLEEVE &--' - MAINTAIN 50 MIN. SEPARATION BETWEEN �� Pg I I * ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. BAFFLE = SE TANK SEAL (TIP.) 18" =2" MIN. WELL & PTIC 16 Q O MIN. USE SPEED LEVELERS TO ASSURE - MAINTAIN 100' MIN. SEPARATION BETWEEN c W 300.4-27 SEP-0184-2018 a ALL OUTLETS ARE AT EXACTLY THE 2' MIN. DROP WELL & ABSORPTION AREA 4 Z N SAME ELEVA77ON BE;*EEN INVERTS & Seaton, Martin SITE SOILS DATA L 9 �a 339 Clendon Brook Road 4" PVC SDR-35 SOLID HEADER TO LIQUID DEPTH ABSORPTION FIELD, 1/8" PER FOOT MIN SLOPE TEST PIT 2s�O F�8 Residential Septic Replacement 30" MIN. TP-1 - 4/5/18 BY HUTCHINS ENGINEERING 0 ISSUED FOR PERMIT 4119118 60" MAX. SEPTIC TANK NOTES 0-4"" - TOPSOIL ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF 4-30 - RED-BROWN LOAMY FINE SAND WITH No. Revisions Dote HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA EN FRPRISES OR 40% COBBLES EQUIVALENT. 30-66" - GRAY-BROWN COARSE SAND AND WASTEWATER SYSTEM PLAN & DETAILS MINIMUM 2X WIDTH GRAVEL WITH 50% COBBLES AND MAP REFERENCE:MAXIMUM 4X WIDTH "MAP o. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL B-SE. WHERE 1. PARTIAL BOUNDARY INFORMA77ON FROM MAP OF prepared for: EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED A NECESSARY BOULDERS A SURVEY MADE FOR JOANN HOLMES" SITUATED TO ACHIEVE A STABLE BASE. IN THE TOWN OF QUEENSBURY, WARREN COUNTY, Martin Seaton Dig Safel ■ DRY ENTIRE DEPTH NEW YORK. DATED NOVEMBER 13, 2006. LAST 339 Clendon Brook Road ON t - ° , _.° a a '' NO SEASONAL HIGH GROUNDWATER EVIDENCE REVISED OCTOBER 23, 2014. PREPARED BY VAN NOWPYork ° a ° SEPTIC TANKS INSTALLED !N TRAFFIC AREAS SHALL BE OF EXTRA HEAVY 1.0NSTRUCTlQN DESIGNED FOR H-20 WHEEL LOADING. DUSEN & SIEVES LAND SURVEYORS. Town Of QueenSbury, Warren County, NY 0 Wait Te"e YO1 pa PROPOSED 1,500 GAL. PRECAST CONCRETE SEPTIC TANK 2. BASE MAP INFORMATION FROM WARREN COUNTY ■wall the end 71me ALL JOINTS MUST BE SEALED W?1N BUM SEALANT. JOINTS BELOW THE LIQUID LE.-DEL MUST BE PERCOLATION TEST GIS, AERIAL PHOTOGRAPHY, AND FIELD Drown: JRS Checked: GTH Scale. NOTED Date: 4/17/2018 •ern,!Utility SEPTIC TANK DETAIL TESTED BEFORE BACKFILLING. STABILIZED PERCOLATION RA 7E: MEASUREMENTS. THIS IS NOT A FIELD SURVEY. ■Respect The Units 169 Haviland Road ■oft with care 4 MINUTES 10 SECONDS PER INCH ALL LOCATIONS ARE APPROXIMATE CONTRACTOR Queensbury, NY 12804 291273-0 800■962-7962 SCALE: NIS DESIGN TO 6-7 MINUTES PER INCH � FIELD INSTALLATION.L SMACKS PRIOR TO (518) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fax # E' j."' t,t,'�...i/�^ ,i `t 'r •ma's' � d _.,. Cl) to ° N 4" MIN TOPSOIL OVER THE EN71RE ABSORPTION Co N FIELD, SEED AND ESTABLISH TURF FILTER FABRIC MIRAFI 14ON OR EQUIVALENT I I I—III—I — — — —_ — ,� �• ' ',``M �` `` - , III=III—III—III—III—III—III— �ti_ 12" MAX S70°10'23"E \ � 6" MIN. � t \ APPROXIMATE STREAM LOCATIONt . . 37.47' o e ~' Y • N83°05'57"E 2" MIN. I O�Goo SLOPE_ co000 � -� ,. �� �f� �•` �. .r� .� � - � , \_4" PERFORATED PVC LATERAL, END CAP - j0� SL OPE 1/16" 1/32" PER FT yr` x B ♦ Al 3�4 TO 1 1/2" SITE LOCATION \ — CRUSHED STONE ABSORPTION TRENCH PROFILE LOCATION MAP ♦ , SCALE: NTS ♦c1' W NEW DISTRIBUTION BOX, C\' ...--.-� ♦ _ N _ V,E Ul o NEW EFFLUENT SEWER ° ♦ NEW 1,500 GALLON PRECAST- 2 p ♦ CONCRETE SEPTIC TANK 4 MIN TOPSOIL OVER THE f/s ♦ ENTIRE ABSORPTION FIELD; Y +_ o Q SEED & ESTABLISH TURF ' �� � x F>u„ EXISTING OVERFILL TO ALLOW „ BUILDING G'1 WELLf BACKFILL FREE OF FOR SETTLEMENT s 48, I STONES OVER 3 , ♦ m EXUMG a rl ll GARAGE �YATG It 11 it 1'jl I/- � NEW PIPE-IN-STONE 0� 69, 11111111 11 ABSORPTION TRENCHES, ll p 5 TRENCHES O 55 LF �G ll ll jj it 11 O FILTER FABRIC 4 " V ., ♦ IL► It U rt ll p EACH, 275 LF TOTAL MIRAFI 14ON 2' TRENCH WIDTH 6-12♦ ' `""' ll ItOR EQUAL VV�11 Ox .< ' TP-1 N C } o v Un toI 2" MIN. Oc� - A 12" MIN. SITE LOCATION 0o NEIGHBORHOOD MAP CLEN 6" ODOO oo �o DON BROOK ROAD 71.41 ' " _ " -4" PERFORATED PVC LATERAL, SLOPE SYSTEM INSTALLATION NOTES N86 44 15"W "' 3/4 TO 1 1/2 �ASHED 1/16" - 1/32" PER FT. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT CRUSHED STONE OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ABSORPTION TRENCH SECTION AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL WASTEWATER SYSTEM PLAN SCALE: NTS BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. SCALE: 1"=50' PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF GRAPHIC SCALE FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. 25 0 12.5 25 50 100 THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. ( IN FEET ) ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE 4" MIN. TOPSOIL NATIVE SOILS- .� 6' TYP. TRENCH SPACING J DISPOSAL FIELD. ,� � � � � � � � � �� � � �� �� ���������� �� ���� �� ���� � �� �� ���� �� �� �� �� � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � �� �� �� �� �� �� �� �� ��• �• ��• �� ��• ��• �� �� �� ��• �� �� ��• ��• �� �� �� ��•. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. //�//�/is//�/i�/��/i�/i�/!•f�/�//�/��-///ice/i,//�//,/i,/i,/i,//i//�//i//r//i /�/i�//:/��.//,//�/i,/ii//�//i/��/i�//�/��//�/i�/�i//i�/i�/�//i�/�//i/��//�/��//�/i�/��//�/��/�/i�//�//�/��.//�/��//�/��/��//�/��//�//�/lam/��/��//�/��//�/_��/��/��/i�/��//�/i�/i�/i�/i�/i�//�/� ... -- ..v :.n.N:'•- :: - -___ -___ - .. ..._. -. ....v ::.n:N: -__-_ _ ,•N•:� __ _ p'.N,:a ___ _ n.N r'.• ___ _ _ _ _ •-• . .:.'"..�. - SYSTEM THIS 1___ .;,-,w,•..,; ;.-.,.. ;:� 1E IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE -_- -- EXTREME W DEVICES WATER USE OR EXTREME ORGANIC LOADING D - _.. � _.. _.. CES SUCH AS JACUZZI TYPE SPAS OR GARBAGE hh Q., V- �. GRINDERS. ` ROOF, F OTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE 24"-=4 WASTEWATER STEWA R SYSTEM. - - SYSTEM MATERIAL SPECIFICATIONS ABSORPTION FIELD AGGREGATE NEW 24" WIDE ABSORPTION TRENCH; ABSORPTION TRENCH SECTION STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. (5) REQUIRED AT 55' LONG EACH EFFLUENT FILTER (SEE ABSORPTION TRENCH SECTION AND SCALE: NTS EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. PROFILE FOR DETAILS) EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC WASTEWATER SYSTEM DESIGN FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. HOUSE SEWER PIPE 4-BEDROOM RESIDENCE (DESIGN TO 5-BEDROOM) PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. INS DESIGN FLOW - 110 GPD EDROOM POLYETHYLENE EXTENSION TOPSOIL TO GRADE WITH TAMPER RESISTANT INSTALLED: POLYLOK PL122 FILTER SUCH THAT IT IS SYSTEM DESIGN FLOW - 550 GPD PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. ACCESS COVER ON INLET AND OUTLET READILY REMOVABLE THROUGH TANK ACCESS COVER SEPTIC TANK - NEW 1,500 GALLON PRECAST CONCRETE LEACH FIELD - PIPE-IN-STONE ABSORPTION TRENCHES DESIGN PERCOLATION RATE = 6-7 MIN/IN RECORD DRA WING 12" MIN. COVER APPLICA77ON RATE = 1.0 GPD/SF ABSORPTION TRENCH AREA REQUIRED = 550 SF 1/4" PER FOOT a L.F. ' RECORD DRAWING NOTE' INSTALLATION DATE: 519118 ° / - 5 °\ / \ / a 1/8" PER FOOT 12" (INSTALLED 5 TRENCHES AT 55 L.F.° MIN. COVER A REPRESENTATIVE OF OUR OFFICE VISITED THE INSTALLED BY - A-1 TREE WORKS MIN. SLOPE DISTRIBUTION BOX = 275 LF SITE DURING CONSTRUCTION AND IT IS MY ° " MIN. SLOPE —3 OPINION THAT THE SYSTEM IS INSTALLED IN .� 4" HOUSE SEWER - I I POTABLE WATER SUPPLY IS ON-SITE WELL GENERAL CONFORMANCE WITH THE APPROVED b`t -�._ I TAX MAP # 300.-1-27 _ - ♦ LIQUID LEVEL 4" EFFLUENT SEWER I - MAINTAIN 50' MIN. SEPARATION BETWEEN PLAN AND THIS RECORD DRAWING. FINAL ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL I J_ ' ° WELL & SEPTIC TANK SURFACE FINISHING AND TURF ESTABLISHMENT IS WATERTIGHT SLEEVE &� � ONGOING. ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ° BAFFLE " SEAL (TYP.) 18" 2 MIN. - MAINTAIN 100' MIN. SEPARATION BETWEEN i6 MIN. USE SPEED LEVELERS TO ASSURE WELL & ABSORPTION AREA G. THOMAS HUTCHINS, P.E. ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP 5115118 SAME ELEVATION BETWEEN INVERTS SITE SOILS DATA 4" PVC SDR-35 SOLID HEADER TO TEST PIT - - - - -- - - ABSORPTION FIELD, 1 8 PER FOOT LIQUID DEPTH MIN SLOPE P - 4/5/18 BY TOPSOIL UTCHINS ENGINEERING i - _ _ - RECORD DRAWING 0 ISSUED FOR PERMIT - V V - - _ r y V V 4/511511 88 30" MIN. 04" 60" 4AX. SEPTIC TANK NOTES 4-30" - RED-BROWN LOAMY FINE SAND WITH 19/18 ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF 40% COBBLES No. Revisions I Date ° HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR 30-66" - GRAY-BROWN COARSE SAND AND WASTEWATER SYSTEM PLAN & DETAILS ° - EQUIVALENT. GRAVEL WITH 50% COBBLES AND i MINIMUM 2X WIDTH y MAP REFERENCE: MAXIMUM 4X WIDTH ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE BOULDERS EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY 1. A SURVEY BOUNDARY INFORMATION FROM "MAP OF prepared for: A SURVEY MADE FOR JOANN HOLMES," SITUATED Martin Seaton ® TO ACHIEVE A STABLE BASE. DRY ENTIRE DEPTH IN THE TOWN OF QUEENSBURY, WARREN COUNTY, Di 1Safel ° NO SEASONAL HIGH GROUNDWATER EVIDENCE NEW YORK. DATED NOVEMBER 13, 2006. LAST 339 Clendon Brook Road 7 �' ,♦ ° ° a ° SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION REVISED OCTOBER 23, 2014. PREPARED BY VAN New/,York ° ° ° ° ° DESIGNED FOR H-20 WHEEL LOADING. PERCOLATION TEST DUSEN & STEVES LAND SURVEYORS. Town of QUeenSbury, Warren County, IVY ■Call Before You Dig NEW 1,500 GAL. PRECAST CONCRETE SEPTIC TANK 2. BASE MAP INFORMATION FROM WARREN COUNTY ■Waft The Required Time ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE STABILIZED PERCOLATION RATE_: GIS, AERIAL PHOTOGRAPHY, AND FIELD Drawn: JRS I Checked: GTH Scale: NOTED I Date: 411712018 ■Confirm Utility Response SEPTIC TANK DETAIL TESTED BEFORE BACKFILLING. 4 MINUTES 10 SECONDS PER INCH MEASUREMENTS. THIS IS NOT A FIELD SURVEY. ■Respect The Mar 169 Haviland Road ks ■Dig With Care DESIGN TO 6-7 MINUTES PER INCH ALL 800.962-7962 SCALE: NTS TO FIELD VERIFYE�RO�AACKSCONIIOR li'aR Queensbury, NY 12804 291273-01 wwwAlipablynewyorkxom BEGINNING INSTALLATION. (518) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fax 71.41' N86°44'15"WN05°28'05"E113.77'N06°16'23"E162.99'S70°10'23"E 37.47' N83°05'57"E 17.23'N08°26'38"E252.75'A1 SEPTIC TANK NOTES WASTEWATER SYSTEM PLAN & DETAILS prepared for: Martin Seaton 339 Clendon Brook Road Town of Queensbury, Warren County, NY Hutchins Engineering TAX MAP # 300.-1-27 Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig Safely. New York SITE SOILS DATA TEST PIT TP-1 PERCOLATION TEST NEIGHBORHOOD MAPSITE LOCATION 291273-01 MAP REFERENCE : INSTALLATION DATE : 5/9/18 INSTALLED BY - A-1 TREE WORKS RECORD DRAWING RECORD DRAWING NOTE : LOCATION MAPSITE LOCATION GRAPHIC SCALE WASTEWATER SYSTEM PLAN SYSTEM INSTALLATION NOTES WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPECIFICATIONS ABSORPTION FIELD AGGREGATE EFFLUENT FILTER EFFLUENT SEWER PIPE FILTER FABRIC HOUSE SEWER PIPE TOPSOIL SEPTIC TANK DETAIL ABSORPTION TRENCH PROFILE ABSORPTION TRENCH SECTION ABSORPTION TRENCH SECTION