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2013-572 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 411111* � Q r5� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130572 Date Issued: Tuesday, July 08, 2014 This is to certify that work requested to be done as shown by Permit Number P20130572 has been completed. Tax Map Number: 523400-226-019-0002-024-000-0000 Location: 235 ASSEMBLY PT. Rd Owner: DANIEL & JERI CERUTTI Applicant: DANIEL & JERI CERUTTI This structure may be occupied as a: Septic Alteration Residential Test Pit/ Perc Test Review 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, , �%°;,, �lG/ � "— Variance, or other issues and conditions as a result of approvals by the Director of Building& Cod Enfor mens Planning Board or Zoning Board of Appeals. 00k TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130572 Application Number: A20130572 Tax Map No: 523400-226-019-0002-024-000-0000 Permission is hereby granted to: DANIEL&JERI CERUTTI For property located at: 235 ASSEMBLY PT. 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 Value Owner Address: DANIEL&JERI CERUTTI Septic Alteration Residential 36 CENTRAL St Test Pit/Perc Test Review WINCHESTER MA 01890-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-572 Res. Septic Alteration Deep Hole Perc Test completed 12/11/2013 $200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,April 28, 2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Que sbu M i i d a April 28, 2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ,�" .+ \ Office Use Only',, Town of Queensbury Building & Codes lel . Received: \ SEPTIC DISPOSAL PERMIT k ''\\ Tax Map ID: J(f t i. . I - _ A permit must be obtained before beginning construction Pe '�o� : ° IFP Permit Fee: -$ ;',i'R`1 A. va Approvals: •r r�=�`' ‘1:A, Applicant: -DA is 4 3�1z1 u.TT% Installer/Builder G�A,,a.s Au.Z,I.GAN/4T1MC= Address: 3 Co GEtNt' A-L T. Address 6:5?" ( D Cm Lt 4}11-1.-b_ VI t htc14 E-o-rEe. ) MA a18ct o LA C - -E.1 t.1.--f Phone: Phone -7c13-0,-{-51 Owner: —5A,'r'i ei. Location of Installation 2_35 L-_-( ....- ) Address: Phone Contact Person for Building&Code Compliance: g.r4 41c'y Day Phone: 7 t-03 17 Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? i4 - 1981 -1991 x 130 = Spa or Hot Tub Installed? T1Q 1992-Present x 110 = .`-N-4C> Parcel Information: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature Sand �oam Clay _Other Groundwater At what depth? > 7V z Bedrock/Impervious Material At what depth? 7 7 Yz' Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- Z8 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 1 Z5C) gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length ft. Each trench X Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type?Er-3E34 G.--,F 1�E'D 4 —E tCTI-1 Holding Tank System Total required capacity? Tank size? #of tanks? 124� €:50-1.- NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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. ✓1 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. Aar Print Name: J : Date: 4- 1$- rT y, Signature: dimpip1414\ 'O I c- Y ' Date: Li—Ie.-1A4 Town of Queensbu ;it.ing&Codes Septic Disposal Permit 518-761-8256 gz Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road■ Queensbury,NY 12804 1 1 '1013 DEEP HOLE/PERC TEST OE Request for Town Engineer Review Property Owner: �qrj, .(T LA 1 j Phone: Property Owner's Address: C ti-.41—Dr, \TACOl c`S i � i .kA 01S LC) Location of Test: Z '-0 /\ -5% p ,1L� —PF,--.D : Tax ID#: d (Ito. *Applicant's Engineer: _ 1.4 Phone: 7 - t 7 Applicant's Agent:D y�‘,41 Tl '&4CZ . Phone: 7& -C.J; 717 Additional Notes: 1. Reason for Request? New Septic System i Replacement Septic System Failed Septic System Subdivision Site Plan Review 2.Are Wetlands present? YES X. NO UNKNOWN *Note: Applicant is required to engage an engineer for design and testing of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEE SCHEDULE: $ 200 Flat Fee Date Paid: IX— 11-13 Check No.: /!/ b. OR Fee to be determined during To Be Determined: Site Plan I Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT: i phi -i�� A_ Date: 12.-9- 17> SIGNATURE OF AGENT: 1 —141-4`17 -''6'1° Date: \Z—`�-1 p Original (B&C File) Canary (Planning) Pink(Applicant) Gold (Town Clerk) Town of Queensbury Building & Code Enforcement Office No.f18) 761-8256 Septic Inspection Report Inspection request received: r' Name: G e,r U-{�-T I Inspected on: o[ (4, Location: a .3 S Pr s e_r\b t P+ Arrive: � a.m./p.m. Permit No.: / 3 + ? Inspector's Initials: c_,k-AA) Comments and/or diagram Soil Type: Sand I Loam/Clay Type of Water: Municipal I Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+I- 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 faq,,kt Size: x Stone Size: 41 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 ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract provided 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 Septic Inspection Report ô P ` A 41111101 • • J�ft. J J 2U7 ENVIRONMENTAL DESIGN 't PARTNERSHIP,LLP July 2,2014 Town of Queensbury Community Development Department 742 Bay Road Queensbury,NY 12804 Attn: Dave Hatin, Director of Buildings&Codes Re: Cerutti Residence 235 Assembly Point Road Dear Dave: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plan reviewed and approved by the Town as associated with the wastewater system application is as follows: Proposed Replacement Wastewater System for the Dan and Jeri Cerutti Residence 235 Assembly Point Rd Town of Queensbury Tax Parcel ID 226.19-2-24 • Sheet WW-1: Site Plan with Wastewater System Apri117,2014 • Sheet WW-2: Wastewater Details Apri117,2014 During the course of construction I was on the job site to observe key components of the system installation. The location of the proposed septic tank has been modified slightly from the design plan. An'at grade'access cover to the discharge end of the tank identifies the location of the tank in the field. All other aspects of the work were constructed as designed and using the materials as specified. Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Please contact me should you require any further information. Sincerely, Dennis MacElroy, PE Cc: Dan &Jeri Cerutti 900 Route 146. Clifton Park. New York 12065 phone(5181 371-7621 -fax(5181 371-9540 Town of Queensbury Building & Code Enforcementu 6S 2— Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: 60-7._t Z ' Inspected on: (9 .- y Location: 3 CP+ Arrive: •3 a.m. p.m. Permit No.: �"' �� Inspector's Initials: C- I Comments and/or diagram Soil Type:6111P I.&Clay Type of Water: Municipal/Well Water 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 tlZ.3 ft. O _If,)-'Nt . }.( c-lkLength of each trench ft. ,,1's V Depth of trenches ft. ���C \�� def Stork . ' �Q� Seepage Pits: Number Size: x Stone Size: �{�-��j C. Piping Size Type ` �— Building to tank 4l" Tank to Distribution Box 4.1k. Distribution Box to Field/Pit “. Opening Sealed: - N End Cap V. N! Inlet/Outlet s Pipes&Baffles Y �� \ `e l Manholes 12”or less below grade Y N N t t� [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. N C �� Separation of Pits _ft. 24 Conforms as per Plot Plan _Y_N ,, ,� �-7 Engineer Report and As Built _Y N ff J�,� �}�"' '" [ � ETU Maintenance Contract provided —Y N E lrZ.— Location of S st- on • ose : Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Statu . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report iatiskztl` SOILS ANALYSIS — TEST PIT DATA Fro / DECEMBER 12, 2013 GRAPHIC SCALE MqA �o N tet x -It C\2 PARCEL DESCRIPTION: THIS WATERFRONT PARCEL IS A SLIGHTLY WOODED I LOT, APPROXIMATELY 0.57 ACRE, WHICH IS BORDERED BY ROADS ON BOTH R�N�+ '9S`p CSax i` 1 StCIdOc � THE EAST AND WEST SIDES . TEST PITS WERE EXCAVATED IN THE AREA F 2 0 80 ^ '�1{3# e m THE PROPOSED WASTEWATER SYSTEM AND LOGGED BY DENNIS MACELROY, 0 n, 0 t0 U.. 4 �NO PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS FOLLOWS: SON E 1 O� I I INCH =20 FOOT TEST PIT #1 - SOUTH SIDE OF LOT DRILLED I DRILLED WELL S10N FIELD. WELL C� 0 4" LOAMY TOPSOIL ABSORP C\2 4 30" LOAMY SAND ORANGISH BROWN,ROOTS TO 24" SEPARA110N TO 30 - 68" FINE SAND BROWN - Z 68 - 81" FINE SAND GRAYISH BROWN Z SOIL FIRMER WITH DEPTH, NM NM - y 4 5 1/Z 1 3 35-112 NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER O,H.U.L. o.H.U.L. b.rl. u.L _ ___ O. H.U.L. _ t ------ -- 7p 141% xn f x r3ap 340 dam, 'may 1-� /� YE,` ''�^� TEST PIT #2 MIDDLE OF LOT, NORTH OF TP #1 -- ' \ �'�i Fi HW IN E.O.P. aV \ E. P. W 0 6" LOAMY TOPSOIL ' 6 30" LOAMY SAND - ORANGISH BROWN HON SUCKLE LANE HON"SUCKLE LAT E �'` 30 - 67" FINE SAND - BROWN w� ' x r• s { v ` 3' 67 80" FINE SAND GRAYISH BROWN Hwy FIRMER WITH DEPTH >r� \ = M i E.O.P. \ E.O.P. E.O.P. _ E.O _ E NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER u TREE 339 , r` TREE �\ E.O.P. —_33g /M� — r" i= i e )\ APPROXIMATE B®UNDARY LINE I P F r" i )' N W D APPROXIMATE BOUNDARY LINE t ti I.P.F. `� e e V SOILS ANALYSIS PERC TEST DATA (FLUSH) ti (FLU 1 . DECEMBER 12, 2013 ) fir^ 3 r^ 3 y 15,• B'I _) - z -3ao 16 /' J PERC TEST RESULTS - THE PERC TEST HOLES WERE DUG IN THE AREA OF TREE PINE �34o o PINE �_ o (2) 16" TREE - W ITE wEE (2) 16" TREE 340 HE THE PROPOSED ABSORPTION FIELD. TESTS CONDUCTED BY DENNIS ti/ EM OCrc�� el crl k2 EM OCx- - # i TR ES t_ B! CN 3 TR ES r= � i � W g MACELROY, PE. rte` - ,j � T E � rY � T E W PT # 1: ADJACENT TO TP #1 24" DEPTH la 1s" STABILIZED RATE OF 22 MIN. PER INCH 2 - CHERRY t4 1S" o a, O Y TREE 'HERBY O tEE -1 TREE\\ J41 0HroRRY w . ' �\ X 341 F1'rr�"`4 ' .}„.- PT # 2' u. �� a _� 1,� t n�Sya;'z°' .don. ADJACENT TO TP #2 24" DEPTHk'S \�" / - :�: STABILIZED RATE OF 28 MIN. PER INCH '� 342 ¢ ° � 9 3� � � / � Z • �. SITE LOCATION MAP SCALE: 1" = 2000 i ? � T .\ EWEN ABSORPTION FIELD � -.i y T,7�1 > HONEYSUCKLE LANE S1 TE ....... LOCATION TAX MAP SCALE: 1 500' GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT, PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2'x2" NCM. HARChOOD, OR STEEL 'T" OR "U" POSTS -(11b per If). SILT FENCE SHALL BE WOVEN CEOTEX7ILE FABRIC(GEOTFX 2130 CR EQUAL) 3 : SILT FENCE ASSEMBLIES MAY HAVE 4 FT OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE ; FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. - - 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTRFAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (f(,l 2:1 25 3:1 50 4:1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT PENCE SHALL NOT EXCEED % ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; ATIB EROSION 'WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION. OF WATER FLOWING TO THE BARRIER. 7. .MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5- OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 6. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. —� MIN (10' PPREFERRED) .� : IT --RCE � I - I 1.25' x 125 (2" x2 NOM. FOR WIRE MESH BACK")—� HNi D'WOOD POST OR STEEL "T' OR U �. SECTION POSTS (1 ib/i d!N.) WOVEN GEO'EXHLK FABRIC GEOIEX 2130 (OR EQUAL), WOVEN WIRE. MESH RENFOP.CEMENT (IF NECESSARY) MIN 14 GAUGE WITH MAX 6 OPENING SLA FENCE A5SEMBLY (SEE INSTALLATION NOTES) j COOS --NECK EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, WASTEWATER SYSTEM: BASIS OF DESIGN TING VENT END LOCATED Gµ SEQUENCE OF CONSTRUCTION ACTIVITIES: MAINTENANCE AND INSPECTION PRACTICES: HARD' (SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT (SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD REGULATORY AUTHORITY: TOWN OF QUEENSBURY REGULATORY AUTHORIFY: TOWN OF QUEENSBURY I �— INGOIi�ICCALEO AREA IN C 0 NC I MEASURES DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL THE DESIGN ENGINEER WITH MY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT coNiaci THE DESIGN ENGINEER WITH arvv QUESTIONS ABOUT THE SITE SPECIFIC EROSION Arv0 SEDIMENT INSTALLATION NOTES: N 0 REQUIRED.) CONTROL MEASURES REQUIRED.) : GROUND SURFACE - (ADJACENT ' 0 [3lJSH, cTG� .: It 30 i, GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE i. THE FOLLOWING Is A LIST of EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (tONYCRR (TMP) ° GROUND A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. CONSTRUCTION: APPENDIX 75—A), WASTEWATER TREATMENT STANDARDS — INDIVIDUAL r TIES OR STAPLES. ':F POSSIBLE 1 B) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT WIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: HOUSEHOLD SYSTEM' WIRE PENCE WITH TIES SPACES EVERY 24" AT TOP NECESSARY TO STABILIZE THE SITE. - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE AND MID SECTION. EXCAVATE TRENCH, BURY SILT FENCE FABRIC �-- C) BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE SHALL PROGRESS AS EARTHWORK IS NEEDED - FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. DISPOSAL - FART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS —' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH SLOPE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER - USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF IV 2H OR GREATER AND FILL PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE o MEM1 BEND oU° ND - SECTION CLEARING AND GRUBBING.- c. SLOPES 1v:3H OR cftDTER. PERMANENT SEEDING AND PIANTINC OF ALL UNPAVED AREAS USING THE HYDROMULGHING GRASS SEEDING FOUR BEDROOM RESIDENCE SHALL CONSIST OF A GRAVITY FLOW, _ ° BEND �)� THE SILT FENCE. D) FREQUENT WATERING OF THE EXCAVATION AND FIM.. AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. TECHNIQUE ABSORPTION BED ELJEN GSF DESIGN. _ -1 E) COMMENCE SITE GRADING AND CONSTRUCTION. E INCLUDE: B) STRUCTURAL PRACTICES FOR THIS SITE G51 MGDJII ES ': J , F F F i N(> f - PERIMETER PROTECTION USING SILT FENCES SOILS ANALYSIS: SOILS INVESTIGATIONS IN THE AREA OF THE PROPOSED .p F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FCR MORE THAN 14 DAYS SHALL BE THAN 15% OR WITHIN 500 FEET OF THE MEAN - INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES SEWER, CURBS AND GUTTERS ABSORPTION FIELD WERE COMPLETED N DECEMBER 2013 BY DENNIS ({( ('T C F \ / T VENT END LIJGA =J TEMPORARILY SEEDED AND WATERED. FOR DNOS WITH sLOPES GREATER THAN HIGH WATER MARK OF ANY TAKE, POND, STREAM OR WETDND, NO LAND AREA, INCLUDING AREAS STOCKPILES WITH EARTHEN 24 HOURS - STORM - STABILIZED CONSTRUCTION EXIT POINTS SEDIMENT BASIN) MDcELROY, PE. REFER TO THE SOILS DATA ON SHEET WW -1 .I��JN "' `FSI JA�J�D - q `J CONCEALED AI MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LER DEVOID OF GROWING VEGETATION FOR MORE THAN - STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY �' `.EA WITH A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT PROJECTED FLOWRATE: BASED ON A FOUR (4) BEDROOM COUNT AND NYS i ' p ETC) (A [.)JY -Z �, I,T i �� BUSH, G) INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS CONTROLS AND STABILIZATION MEASURES A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES © 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 440 GALLONS. ABSORPTION B C E ® VENT OF ALL EXPOSED STORM SEWER PIPES. B) ALL MEASURES WILL BE MAINTAINED IN GODS WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE MATO) WITHIN 24 HOURS OF REPORT. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER. (NOR , -�,� ♦ V I- � S TANK ROM C `-! (L i H) FINALIZE PAVEMENT SUBGRADE PREPARATION.. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED THE HEIGHT OF THE FENCE. IS ONE RECOMMENDED) OR A HOT [UB/SPA. ADDITIONAL FLOWRATE MUST /. NOT TO SCALE 1 1) CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE ONE-THIRD D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF BE LNG LUDED N THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE l PIANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PUCE REQUIRED RIPRM AT LOCATIONS SHOWN ON THE PLANS. THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND PART OF THE HOUSE DESIGN. w& T� - _- 4 IA r 0 THE SEDIMENT BASIN. IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEPTIC TANK: THE REQUIRED CAPACITY FOR A FOUR BEDROOM FLOWRATE J \ L-, c- J) REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 46 HOURS PRIOR TO PLACING &ISE COURSE. SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR IS 1250 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM IS. A 1250 I ! STABNZED BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. GALLON PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) BY K) INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILTER AT THE L) CARRY OUT FINAL GRADING AND SEEDING AND PUNTING FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS CAERE, H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS DISCHARGE OUTLET. 1 (e� -- WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING THE FRAME AND COVER FOR THE TANK ACCESS OPENING` SHALT- BE UNITS LL M) REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING Is COMPLETE AND EXPOSED SURFACES ARE OUT INSPECTION AND MAINTENANCE REPORTS,s'GSF RECEIVE POLYLOCK ACCESS SYSTEM COMPONENTS OR EQUAL (22"MIN.).CL STABILIZED. 1) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL 5- APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE Q 'N) REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PR :Oft TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT TRAINED IN THE EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOCK MODEL PL -122 OR 4 SOLIF) TO BE PAVED UST). CONTROLS THAT PRE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE COMPLETION OF. INITIATION OF ACTIONS REQUIRED BY, AND THE FLUNG OF THE INSPECTION FORMS EQUAL, $HALL BE INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC i T �. _NT ) ADDITIONAL EROSION CONTROL AND GRADING NOTES: DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SIIE WITH THE SWPPP. J) DISTURBED AREAS AND MATERALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL TANK, 24 MIN CONCRETE SAND - J z ( SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY DISTRIBUTION BOX: THE DISTRIBUTION BOX SHALL BE A PRECAST CONCRETE' : S L{� EA HEADER - �( THE. DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW BOX BY UTOPIA ENTERPRISES OR EQUAL, SPEED LEVELER'S SHALL BE DISTRIBUTION BOX WITH°:'S �� � °� 5 REQUIRED.) LIP WITH A WRITTEN REPORT wITHm s DAYS of THE NONCOMPLIANCE EVENT. PROVIDED FOR USE N EACH PIPE INVERT. - F UNITS ADJUS �A F OUTI F F El- LJ 1) MINIMAL. EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC SEDIMENT CONTROL FT YIILL BE ABSORPTION FIELD SYSTEM: THE ADSORPTION SYSTEM IS DESIGNED AS A. - LLVERLERS, '.. AND INCE DAF ( ISI S. CO MANNER BASED ON NY STATE GUIDEDNES FOR EROSION AND ABSORPTION BED SYSTEM WITH THREE LATERALS TOTALING 124 LF. THE:: NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES FIELD SIZE SHALL BE 22' X 44'±. GRAVITY FLOW FROM THE SEPTIC TANK (T` E:)) DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TO THE FIELD AREA WILL LOCATE THE BED SYSTEM AT A DEPTH THAT _ i IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. REQUIRES THE FINISH GRADE TO BE LOWERED FROM .THE EXISTING GRADE ry _T - 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS REFER TO THE PROPOSED SITE PLAN ON SHEET WW �;• OTHERWISE DESIGNATED ON PIANS. p �� 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF tejS .., h ITS GSF UNITS PERENNIAL RYE SHALL NOT EXCEED 50%. 4) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEX7NLC SCULL BE ANCHORED OVER SEEDED I 2 AREAS WHICH DEMONSTRATE 'RILLING" OR OTHER EROSION PROCESSES. 5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. r 6) SILT PENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND '<" i ( 1 1 � V° /LBEND LATER CONSTRUCTION. PIAN). 4 DIA. �03.SERVATION NOi�r 7) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER e) EROSION CONTROL HERO -MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH DYER OF CHOPPED STRAW, KN1TED INTO A HUGGED MAT WITH A THIN NETTING OF PHOTODEGRADASLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6' STEEL U -SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTURER'S INSTRUCTIONS: ^ AX I�JI A/\ _iiI� F INV G PERF, 9) STREAM REACHES ON AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE PROPOSED DIVERSION. :) (-� . _ TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. PROPOSED GRADE 4• PERFORATED i SWALE TO DIRECT UPGRADIANT hNC. AND GSF UNC) 10) VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL Is NOT BEING DEPOSITED ON PUBLIC ROADWAYS. BACKFILL WITH AT SO MIN SLOPE TOPSOIL AND SEED NATIVE SOILS SURFACE RUNOFF AROUND ♦ �R] PIPE (TYPICAL) ABSORPTION FIELD /\ S ®R PT I N ® CONFIGURATIONS IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. FILTER FABRIC (THP) /lol` V GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT, PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2'x2" NCM. HARChOOD, OR STEEL 'T" OR "U" POSTS -(11b per If). SILT FENCE SHALL BE WOVEN CEOTEX7ILE FABRIC(GEOTFX 2130 CR EQUAL) 3 : SILT FENCE ASSEMBLIES MAY HAVE 4 FT OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE ; FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. - - 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTRFAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (f(,l 2:1 25 3:1 50 4:1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT PENCE SHALL NOT EXCEED % ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; ATIB EROSION 'WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION. OF WATER FLOWING TO THE BARRIER. 7. .MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5- OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 6. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. —� MIN (10' PPREFERRED) .� : IT --RCE � I - I 1.25' x 125 (2" x2 NOM. FOR WIRE MESH BACK")—� HNi D'WOOD POST OR STEEL "T' OR U �. SECTION POSTS (1 ib/i d!N.) WOVEN GEO'EXHLK FABRIC GEOIEX 2130 (OR EQUAL), WOVEN WIRE. MESH RENFOP.CEMENT (IF NECESSARY) MIN 14 GAUGE WITH MAX 6 OPENING SLA FENCE A5SEMBLY (SEE INSTALLATION NOTES) r LAN SEDIMENT C09TMNMENT AREA --...._..- 5' MIN (TO PREFERRED) T— I j I T❑ SCALE - Gµ EXISTING GRADENOT HARD' I POST M 0 INSTALLATION NOTES: N 0 N UNDISTU 4 It 30 i, GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE (TMP) ° GROUND RETAIN EXISTING VEGETATION, (-=. 1.1 I �, .,. ., ....-.. .i.. ,..I .... . _:..,. ...:f.S.Ta r TIES OR STAPLES. ':F POSSIBLE 1 2 2. FILTER CLOTH 10 BE FASTENED SECURELY TO WOVEN WIRE PENCE WITH TIES SPACES EVERY 24" AT TOP SEDIMENT AND MID SECTION. EXCAVATE TRENCH, BURY SILT FENCE FABRIC �-- MID BACKFILL/COMPACT EXCAVATED EARTH COYAREA NT —' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH SLOPE -- 5 OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, o MEM1 X FOLDED AND STAPLED.. SECTION - AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. _ v NOT TO SCALE - � f .p r LAN SEDIMENT C09TMNMENT AREA --...._..- 5' MIN (TO PREFERRED) T— I TODD BED UNDISTURBED j I T❑ SCALE - Gµ EXISTING GRADENOT � 114 FLOW L:'I INSTALLATION NOTES: y 4 It 30 i, GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE (TMP) SII (TVP) TI LTi FASTENED SECURELY TO FENCE POSTS WITH WIRE RETAIN EXISTING VEGETATION, (-=. 1.1 I �, .,. ., ....-.. .i.. ,..I .... . _:..,. ...:f.S.Ta r TIES OR STAPLES. ':F POSSIBLE 1 2. FILTER CLOTH 10 BE FASTENED SECURELY TO WOVEN WIRE PENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. EXCAVATE TRENCH, BURY SILT FENCE FABRIC �-- MID BACKFILL/COMPACT EXCAVATED EARTH 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, 4 �- FOLDED AND STAPLED.. SECTION 4. MAINTENANCE SHALL BE PERFFORME. AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. p� SILT FENCE �•A DETAIL (SILT FENCE - TEMPORARY) NOT TO SCALE TODD BED UNDISTURBED j I T❑ SCALE - EXISTING GRADENOT 30 ;MAX L:'I 4 It 30 (TMP) SII (TVP) TI LTi 1.1 I �, .,. ., ....-.. .i.. ,..I .... . _:..,. ...:f.S.Ta r FINISHED GRADE I.A '� ...