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2012-413 iA TOWN OF QUEENSBURY IVIES 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20120413 Date Issued: Tuesday, May 21, 2013 This is to certify that work requested to be done as shown by Permit Number P20120413 has been completed. Tax Map Number: 523400-239-019-0001-006-000-0000 Location: 24 JOSHUA ROCK Rd Owner: WILLIAM & CHERYL BALDWIN Applicant: WILLIAM & CHERYL BALDWIN This structure may be occupied as a: Septic Alteration Residential Test Pit/Pere Test Review By Order of Town Roan! TOWN OF QUEENSBURY / Q .. Issuance of this Certificate of Compliance DOES NOT relieve the �� 4 "'_ 4property owner of the responsibility for compliance with Site Plan, �' 4 Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120413 Application Number: A20120413 Tax Map No: 523400-239-019-0001-006-000-0000 Permission is hereby granted to: WILLIAM& CHERYL BALDWIN For property located at: 24 JOSHUA ROCK 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. Tyne of Construction Value Owner Address: WILLIAM & CHERYL BALDWIN 7728 DRYER Rd Septic Alteration Residential VICTOR,NY 14564-0000 Test Pit/Perc Test Review Total Value Contractor or Builders Name/Address Electrical Inspection Agency CRANDALL EXCAVATING 793-0431 63 WOODCHUCK HILL Rd LAKE GEORGE NY 12845-0000 Plans&Specifications 2012-413 Perc Test/Res. Septic Alteration $240.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 22,2013 (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 Town of Queensbury; Wednesday,August 22,2012 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement r i 1 1 incl Lia li ICommunity Development OfficeQ �� -- Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 )'irb i �CT Z 2 2��2 Office Use Only ;;4-; - - �P,. Y TAX MAP NO� 3q 1q-i- 6.7 PERMIT NO./ D-91.3 �o(- Yt,I.3 PERMIT FEE K/O- j - r f'LL APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER Vit t.a ik AALLAS, t N C.12-.4-1.4 DAM—' D.A/1. sJeTl NCR 7 ADDRESS: `7 ZS iD2ce2 �A-� ADDRESS. <0-5 L,,,)co1)Gb - sc-irc 4u_C . LC. ,t41""( ` PHONE NOS t crept ` IVY lam � _ E PHONE NOS. - 9M-'Ooi-5 , LOCATION OF INSTALLATION: •2:4 J cs o-tsA cCIC�1> RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED ftp 1981-1991 X 130 = SPA OR HOT TUB 1992-present L1'* X 110 = ,y i-o INSTALLED? tc) PARCEL INFORMATION: VCfrOt A r eD Ft?C't'l).lZt=t ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE/ %SLOPE 5-10 ✓ SOIL NATURE: SAND LOAM t/ CLAY OTHER ✓ GROUNDWATER AT WHAT DEPTHS > At I BEDROCK/IMPERVIOUS MATERIAL- ye AT WHAT DEPTHS - ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL t/ (If well.water supply from any septic system absorption is: 13 ft)ukCaszitti, I PERCOLATION TEST: RATE IS f , -1491 PER MIINUTE PER INCH[mpg (Test to be completed by a licensed professional engineer or architect) I t-k1tTy� -Q..o—c PROPOSED SYSTEM FOR NEW CONSTRUCTION All individua sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: tZSOGALLON(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: 0 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? I 04 Cst)F-5sp CmtiFtc.A2.4Tt 2>+.L -19_0 t-F ❑ 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. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposal Or�_ �dina (q� e. codesqueensburv.net �nrge f!1 '" ' - � 4c)-1°1-, VISIT OUR WEBSITE FOR MORE INFORMATION ature of Person Responsible Date www.queensbury.net .MI I 9 a Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road!• Q ,NY 12804 ll AUU `1 i 7 01 39 . f �-/1� Request for Town Engineer DEEP HOLE/PERC TEST . 22 2912711/ - 4-83 & -7, 4 _, 2 Property Owner. � tt.-t—tAt-&r5A.t-.j)ui7� Phone: &gC j—S'5c2 `- - Property Owner's L1 -7725 )Sz^f E R-g_�s`i� Address: ' ! ,\po Huti• �, ) . Vrrrt- h1-1 vi=5 4D0-1 Location of Test: Z/-} J6:flJO-tA-4 -R©L�� Tax e 19— 1—l- 1— lP *Applicant's Engineer. 1 x}41 o r> ?19'{ Phone: tot—c ,% 7 '37 to--(44 a Applicants Agent 1 tN t eaD isA,4 r✓ p_c Phone: 7,1—b' t7 Additional Notes: 1.Reason for Request? New Septic System Replacement Septic System Failed Septic System n Subdivision n Site Plan Review 2.Are Wetlands present? YES 15<1 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:__ ri1E:__ CCS 200 Flat Feet) Date Paid: $ as >4 Check No.: b. OR Fee to be determined during To Be Determined: Site Plan/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: Date: SIGNATURE OF AGENT: 1 N —0 -12C-( Date: cr2.1— t2. Original (B&C File) Canary(Planning) Pink(Applicant) Gold (Town Clerk) Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm rt: t am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: L�� l NAME: ALNll PERMIT NO.: a Z.—Al L LOCATION: ')4�� Rath_ INSPECT ON: WI RECHECK: Comments and/or diaararq Soil Type: Sand/ Loam/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 ft. Length of each trench ft. Depth of trenches ft. Size of Stone �1 (/Y \ Seepage Pits: Number _ 1 / � Size: x 1 Stone Size: cd rt A Tj Piping Size Type "n7\�' `_' �`�` Building to tank N� 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 It Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built N ETU Maintenance Contract N provided Location of System on Property: Front R::r Left Side Right Side Middle Front Middle Rear stem U - Sr.s s: ' :pro -: Pa '•1 Approved and needs to be reinspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Forms\Septic Inspection Report_03 2910.doc M0ndas 1-3 tI: aa) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ m De rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initis NAME: Q�C711.D 1 ' PERMIT NO . I al-YI 3 LOCATION: iC/ fSI9 S r c 4 Rp e K 48 INSPECT ON: 41.-e2°I-/ 3 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. Well Casing Length 50' +/ - _Y_N_N/A [150'to well required if NO] 411 Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: 1 1-L f Lc CLc r� Piping nk S. "e t ' ?im of- h Building to tank !}y �� Tank to Distribution Box Distribution Box to Field/ Pit 1--P Opening Sealed: _Y_N y End Cap .._._Y_N t /�` l ` $ L Inlet/Outlet Pipes&Baffles Y—N Manholes 12"or less below grade Y_N � l' c3 c24-Ar- 2 () L — [provide extension collar if Yes] Y_N UU c-- -V" Location/ Separations Foundation to tank ft. ifizo-vor->C-:- A-S {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 _Y_ N provided Location of System on Property: Front Rear Left Si•• Right Side Middle Front Middle Rear S stem U Sta s: Appro _. Parti. Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes FommsUrspeetion Fomes\Septic Inspection Report_03 2910.doc a— y C3is0 Septic Inspection Report Office No. (518) 761-8256 Date Inson req 7- -. Queensbury Building &Code Enforcement Arrive: S4a p _4(.. it: 3;0.49—a-m,(a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 41 • NAME: t/-ri..J ,RM1T NO.: I . - (4/ LOCATION: oC y get, 4h tido Rr.M INSPECT ON: 1--a 5/ 2 RECHECK: ipe ' Comments and/or diagram Soil Type .I. ..m/ Clay Type of Water: Mu •pal/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 ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping , Size Type 1 Building to tank Tank to Distribution Box I–A" 5 2.N . C__.... ��IR Distribution Box to Field/ Pit /�I � fl ning Sealed: Y/_N End Cap jf— N (�� Inl 0 pes&Baffles DIY ---Th cb`� � �VD S7� \7 ,U Manholes 12 r less below grade _Y pp [provide extension collar if Yes] _Y N Location / Separations , I Foundation to tank 1 4t ft. Foundation to absorption ft. � 11�� Separation of Pits ft. Ack)\ forms r Plot Plan Y QQeer r �a uil Y N EfITF intenance Con ract Y N provided — — Location of System on Property: AlFront R-. �r� Right Side Middle Front Middle Rear S stem Use Sta : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Fonns\Inspection FonnslSeptic Inspemon Report_03 29 10.doc u9acL a -4l �3pM) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ m Depart:�9 \C5 am/pm 742 Bay Rd., Queensbury, NYA12804 Inspector's Initials* -c�� NAME: W 6 GLI GlW PERMIT NO.: /?,-411..3 LOCATION: a1y aS \f1 U.0. K 12 K fwd' INSPECT ON: Ll-014-H.3 RECHECK: Comments and/or diagram Soil Type:(r / Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. ��a cc, 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 l0 ft. Length of each trench 4-o ft. EL\ Depth Stc ( ft. Sizeze of of Stone one �rf=� Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank _—/O0 CS5A44 -t) Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _ N End Cap (faDt' Ve nI/} ir\,CInlet/ Manholes 12"or less below grade Y�✓ l {,A) A S \` [provide extension collar f Yes] Y_ N Location/ Separations Foundation to tank ft. Foundation to absorption ft. e-L �""s Gam-' Separation of Pits ft. 7 Conforms as per Plot Plan _Y_N Engineer Report and As-Built Y— N ''n �C $, 6— V� ETU Maintenance Contract _Y N f��V u 41+� provided qC�Wr - `-_ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta A ^d Pa al Approve and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Fauns\I npection Forms tic Inspection Report 03 29 10.doc RESOLUTION APPROVING WILLIAM BALDWIN'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 27,2012 INTRODUCED BY: Mr.John Strough WHO MOVED ITS ADOPTION V SECONDED BY: Mr.Anthony Metivier fI\_F CLOP 1 WHEREAS, William Baldwin filed an application for variances from 'provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a new absorption field: 1. 72' from Lake George instead of the required 100' setback; 2. 73' from the well instead of the required 100' setback; 3. 3' from the property line instead of the required 10' setback; and 4. 12' from the dwelling instead of the required 20' setback; on property located at 24 Joshua Rock Road in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health conducted a public hearing concerning the variance requests on Monday, October 15th,2012, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and is the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of William Baldwin for variances from the Sewage Disposal Ordinance to install a new absorption field: 1. 72' from Lake George instead of the required 100' setback; 2. 73' from the well instead of the required 100' setback; 3. 3' from the property line instead of the required 10' setback;and 4. 12' from the dwelling instead of the required 20' setback; on property located at 24 Joshua Rock Road in the Town of Queensbury and bearing Tax Map No.: 239.19-1-6, contingent upon the applicant digging up and removing the old tank, with such construction to be completed by June 1 n, 2013. Duly adopted this 15th day of October, 2012,by the following vote: AYES: Mr. Montesi, Mr. Strough,Mr. Brewer,Mr. Stec,Mr. Metivier NOES: None ABSENT: None 2 SITE LOCATION MAP SCALE: 1" _ 2,000' VARIANCE APPROVALS: ON OCTOBER 15, 2012 THE TOWN OF QUEENSBURY BOARD OF HEATH GRANTED VARIANCES (BOH RESOLUTION 27, 2012) AS FOLLOWS: V-1: ABSORPTION FIELD TO BE 72' FROM EDGE OF LAKE VS. 100' REQUIRED V-2: ABSORPTION FIELD TO BE 73' FROM WELL VS. 100' REQUIRED V-3: ABSORPTION FIELD TO BE 3' FROM BOUNDARY LINE VS. 10' REQUIRED V-4: ABSORPTION FIELD TO BE 12' FROM DWELLING VS. 20' REQUIRED CONDITIONS OF THIS APPROVAL INCLUDE "DIGGING UP AND REMOVING THE OLD TANK, WITH SUCH CONSTRUCTION TO BE COMPLETED BY JUNE 1, 2013." TAX MAP SCALE- 1" = 400' LAKE GEORGE DUNHAM'S BAY BALDWIN RESIDENCE.' REPLACEMENT WASTEWATER SYSTEM 24 JOSHUA ROCK ROAD - TOWN OF QUEENSBURY W W ,--I SO/LS ANALYSIS - INVESTIGATION OF ONSITE SOILS ON AUGUST 29, E� 2012 CONDUCTED BY DENNIS MACELROY, PE FOR PURPOSES DESIGNING A NEW WASTEWATER SY TEM. DUE TO THE DATE OF THE INVESTIGATION I �? A REPRESENTATIVE OF E TOWN ENGINEER'S OFFICE (CHAZEN - DEREK MITCHELL) WAS PRESEN TO OBSERVE THE TEST PITS. O W TEST PITS: I LANDS N/F OF z a d N 0 TP #1 - NW CORNER O YARD AREA 1 BMJ OOK 3069 OF DEEDS AT PACE 1 W KENNETH R. CURLEY ^ Z 0-6" SANDY LOAM 'TOPSOIL Q O J~ W LANDS N/F OF (LAKE WATER SUPPLY) 6-29" BROWNISH -GRAY MEDIUM SAND, ROOTS TO 32" EL WYN SEELE ESTATE PINE � z u z-� �, ., 29"-60" SILTY SAND WITH SOME GRAVELLY SAND SLIGHT MOTTLING AT 44" - ^/'� 5 bM x ) (PERCHED GWT? / V 1 60"+ ROCK - - ' - W L O O =o--. NO OBSERVATION OF GR UND WATER STONEWALL N�y Q - W z �Lo Lz i TP#2 - OFF NE CORNER OF HOUSE ADJACENT TO PORCH 24 Z " I PINE,� I W G, W L / i C 0-6" SANDY TOPSOI _ -" *'MAPLE r� 6-34" SAND TO SILT SAND PINE/! I`\ s" z LO 34"+ ROCK ____-___-___- _,______ TING RGADWAL / 24" PINE I --I /0� FNS i� TP � T.P. FINE j 10„ ; \\ W NO OBSERVATION OR EVIDENCE OF GROUND WATER - �'' #/ 83 ^� NYP I /\% PrNE Pa "E f � r _ LOGO OOOOO w Q � TP#3 - YARD AREA - I; OR TH SIDE BELOW TP.#I - '"`� 160-3 \ — PINE PINE \\, _ PINE � 18' � 24' , ---- ' PUMP, REMOVE 0-6" SANDY TOPSOI REPORTED - V1 AND BACKFILL ExrsnNc les D UNH14 M'S BAY W -' EXISTING TANKS DRrweurP FINE PINE I/ I FINE 6-30" SAND TO SILT SAND - ROCK HIGH POINT AT 24"' 2 Q Y— N # 30"+ ROCK W NOTE. No NEIGHBORwc WELLS WITHIN W EXISTING I " V' SEPTIC 150' OF PROPOSED WASTEWATER SYSTEM / PINE DOCK NO OBSERVATION OR EV ENCE OF GROUND WATER � TANK ^� PINE - 24" TP y4 - LAKESIDE OF H SE, SOUTH SIDE G� [ PRIVY I SHED S. -\ PINF � G Z W L^�Ap co IIL W, I J P.T. O U 0-6" SANDY TOPSOI - 6-38" FINE SAND TO SlL TY SAND 0 2 0 #s. PINE ' , 15" W 11 rl U W O 21" , -MAPLEDu Ey N I I 381'+ ROCK O N) PCG �� �4„ % PINE Q 0 NO OBSERVATION OR EVIDENCE OF GROUND WATER NWELL m D- m PINE , Qj . TP#5 - LAKESIDE OF HOUSE NORTH SIDE ^1 O PINE 'PINE z co Z J O U TP. �-I W Lu LO 0-10" LOAMY TOPSOIL qq PT -o�Il, s. PINE z 10 r(�� 01 ROCK 45' IPP #r PINE W FD ro 10-44 2" FINE SAND 70 SILTY SAND P.E S78°05'40E __ __ -- H� C�" Q Z LLIL Z NO OBSERVATION OR EV ENCE OF GROUND WATER r. P.E S780S'4O'E PINE 160' r Sl l '58'20"W O LL W TP#6 - LAKESIDE OF H SE, NORTH SIDE 4.60' PINE SANDY TOPSOI PINE �� 0 z > V/ LL Z O-6" PINE 6-40" FINE SAND TO SILTY SAND I W 40"+ ROCK LANDS N/F OF WINTON AND ELIZABETH WILLIAMS FAMILY PINE i R' cQ �O E--, LU 0) W BOOK 1127 OF DEEDS AT PAGE 299 , NO OBSERVATION OR EV ENCE OF GROUND WATER ' i PERC TESTS: FOL LO WIN PRESOAKING TESTS WERE CONDUCTED BY / DENNIS MACELROY, PEO AUGUST 30, 2012. OBSERVED BY CHAZEN / (DEREK MITCHELL) PT /{1 - ADJACENT TO /{4 STABILIZED RATE - 14M1N/INCH EXISTING CONDITIONS PT #2 - ADJACENT TO #5 STABILIZED RATE - 19 MIN/INCH 11�. SCALE 1 20 ~ IF, ;,:. s. aa. .. i Llj MAP REFERENCE: 1) MA= ENTITLED: "MOF A SURVEY OF A PARCEL OF LAI -D IN THE TOWN F QUEENSBURY, WARREN COUNTY, NEW YORK MADE F MRS. BLANCHE LAW" DATED AUGUST 5, 1954 A PREPARED BY JOHN B. Van DUSEN, LICESNED LAND SU EYOR. 0 O z LANDS N/F OF EL WYN SEELE ES TA TE EXISTING ROADWAY _ i _ — NYP 160-3 00i ro W Q 0 PRIVY I LANDS N/F OF KENNETH R. CURLEY B00K 3069 OF DEEDS AT PACE 1 (LAKE WATER SUPPLY) *s'e1".xt . PINE 1 STONEWALL 24" PINE 24' ♦ MARL 168 PINE 24" PINE PINE _ I TP. P. #3 � % , PINE - »- P' EIN 1 PROPOSED PINE ,e• 24'. 1250 GAL. PINE PrNE s SEPTIC TANK`_ 21.. /-----�*2' PROPOSED ELJEN GSF PINE SILT FENCE T2 � ABSORPTION FIELD (19'x42') NOTE: NO NEIGHBORING WELLS WITHIN V 150' OF PROP09ED WASTEWATER SYSTEM 2 - ---- - - >_-- 84' SHED " TP! —� PINE _ 24" #5' Af - PINE Sl I '58'20 "W 4.60' 3' 7) BENEDICT W LAW WILLIAM C. BEAD WIN AND CHERYL m P. BLADWIN BY DEE 0 DATED AUGUST 23, 1968 AND a RECORDED IN BOO 498 OF DEEDS AT PAGE 525. N Q Q� W ma m 12' 3 �, LEGEND: m DENOTES DIRE ION OF SLOPE SITE LP. F. DENOTES IRON IPE FOUND m --1 LOCATION N/F DENOTES NOW F FORMERLY 239.19-1-6 NYP DENOTES NEW ORK POWER & LIGHT CORPORATION m O.H.U.L DENOTES OVE EAD UTILITY LINES P. T. DENOTES PER TEST TP. DENOTES TEST IT 0 O z LANDS N/F OF EL WYN SEELE ES TA TE EXISTING ROADWAY _ i _ — NYP 160-3 00i ro W Q 0 PRIVY I LANDS N/F OF KENNETH R. CURLEY B00K 3069 OF DEEDS AT PACE 1 (LAKE WATER SUPPLY) *s'e1".xt . PINE 1 STONEWALL 24" PINE 24' ♦ MARL 168 PINE 24" PINE PINE _ I TP. P. #3 � % , PINE - »- P' EIN 1 PROPOSED PINE ,e• 24'. 1250 GAL. PINE PrNE s SEPTIC TANK`_ 21.. /-----�*2' PROPOSED ELJEN GSF PINE SILT FENCE T2 � ABSORPTION FIELD (19'x42') NOTE: NO NEIGHBORING WELLS WITHIN V 150' OF PROP09ED WASTEWATER SYSTEM 2 - ---- - - >_-- 84' SHED " TP! —� PINE _ 24" #5' Af - PINE Sl I '58'20 "W 4.60' 3' 5'40"E FINE PINEPINE B" • , J PINE --- PINE 79' I ' 32" PINE a^ PINE 72' 160' % LANDS N/F OF WIPI TON AND ELIZABETH WILLIAMS FAMILY BOCK 1127 OF DEEDS AT PACE 299 /I PROPOSED REPLACEMENT WASTEWATER SYSTEM SCALE: 1" = 20' �oPY L O 00 GEORGE a DUNMAM'S BA Y i TOWN OF O, BUILDING 8 / Reviewed By Date: i V Q IVY) OCT 22 2012 © 2012 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ❑ COGO JOB I& f� If . d A Q REFER TO SECTIONAL VIEWS ON SHEET 2 I ozo� WWU� gcoQo N Q Q� W ma 02q� pO U 12' 3 5'40"E FINE PINEPINE B" • , J PINE --- PINE 79' I ' 32" PINE a^ PINE 72' 160' % LANDS N/F OF WIPI TON AND ELIZABETH WILLIAMS FAMILY BOCK 1127 OF DEEDS AT PACE 299 /I PROPOSED REPLACEMENT WASTEWATER SYSTEM SCALE: 1" = 20' �oPY L O 00 GEORGE a DUNMAM'S BA Y i TOWN OF O, BUILDING 8 / Reviewed By Date: i V Q IVY) OCT 22 2012 © 2012 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ❑ COGO JOB I& f� If . d 6 P r #2 REFER TO SECTIONAL VIEWS ON SHEET 2 I N a , PINE m 26" PINE d T P' #4; PT #1 -- -_ 26.. PINE 5'40"E FINE PINEPINE B" • , J PINE --- PINE 79' I ' 32" PINE a^ PINE 72' 160' % LANDS N/F OF WIPI TON AND ELIZABETH WILLIAMS FAMILY BOCK 1127 OF DEEDS AT PACE 299 /I PROPOSED REPLACEMENT WASTEWATER SYSTEM SCALE: 1" = 20' �oPY L O 00 GEORGE a DUNMAM'S BA Y i TOWN OF O, BUILDING 8 / Reviewed By Date: i V Q IVY) OCT 22 2012 © 2012 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ❑ COGO JOB I& f� If . d N m d q S ¢1 I ,l W e� I �e �o a ri i O 0 i W N Z I J Q II w IUn W cn WASTEWATER SYSTEM - BASIS OF DESIGN REGULATORY AUTHORITY: TOWN OF QUEENSBURY DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE DISPOSAL - PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE FOUR BEDROOM RESIDENCE SHALL CONSIST OF A GRAVITY FLOW, ABSORPTION BED ELJEN GSF DESIGN. SOILS ANALYSIS: SOILS INVESTIGATIONS IN THE AREA OF THE PROPOSED ABSORPTION FIELD FOUND A LOAMY FINE SAND TO A DEPTH OF 3' TO 4' WITH LEDGE ROCK ENCOUNTERED. PERCOLATION RATE OF THE EXISTING FINE SAND SOIL IS IN THE 14 TO 19 MINUTE/INCH RANGE. THE DESIGN IS BASED ON A 16-20 MINUTE /INCH PERCOLATION RATE. PROJECTED FLOWRATE: BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES 0 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 440 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW' TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. SEPTIC TANK: THE REQUIRED CAPACITY FOR A FOUR BEDROOM FLOWRATE IS 1250 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM IS A 1250 GALLON PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) BY UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE OUTLET. THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE POLYLOCK ACCESS SYSTEM COMPONENTS OR EQUAL (22" MIN.). EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOCK MODEL PL -122 OR EQUAL, SHALL BE INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK. ABSORPTION FIELD SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A BED CONFIGURATION DISPERSAL SYSTEM WITH THREE LATERALS AT 40 LF EACH, 120 LF TOTAL. THE FIELD SIZE SHALL BE 19' X 42'+. THE BOTTOM OF THE BED SHALL BE POSITIONED TO MAINTAIN A 3' VERTICAL SEPARATION TO THE LEDGE. BASED ON GRAVITY FLOW FROM THE NEW SEPTIC TANK THE ABSORPTION BED SHALL BE ESTABLISHED AT THE HIGHEST ELEVATION TO MAXIMIZE VERTICAL SEPARATION TO LEDGE. FILL SOIL (LOAMY SAND) SHALL BE ADDED (AS ALLOWED BY GRADE) TO THE EXISTING NATIVE SOIL TO INCREASE THE SEPARATION TO LEDGE. THE SEPTIC TANK SHALL BE POSITIONED AT ITS HIGHEST ELEVATION IN WHICH TO RECEIVE FLOW FROM THE BUILDING SEWER PIPE. 12" MIN INLET GENERAL SANITARY NOTES: 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. 3 MINIMUM SEPARATION BETWEEN EDGE OF BED AND BUILDINGS SHALL BE 75 FEET. 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF BED OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET 5. MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET. 6, ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW PORK STATE SANITARY CODE. Z REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): A)PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE ABSORPTION FIELD CONSTRUCTION. B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. C) PRIOR TO BACKFILLING BED. D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. B. CONCRETE SAND SHALL BE A MEDIUM TO COARSE SAND WITH AN EFFECTIVE SIZE OF 0.25 TO 2.0 MM AND NO MORE THAN 57 PASSING A #200 SIEVE. 9. WHEN THE BED AREA HAS HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION FIELD SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS, 11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT). 12. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE ADEQUATE PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX. 13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINES SHALL BE TIGHT JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS LENGTH. 14, THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. 15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. 16. CONTRACTOR TO COMPLY WITH ALL QS.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 17 AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. I i. GRADE 1�,TI uTl� TL REMOVABLE COVER ELJEN IN -DRAIN DIMENSION & SPECIFlCATION SHEET TYPE B IN -DRAIN UNIT 36" W x48' L X7" H LARGE CORE WIDTH 1.250" SMALL CORE WIDTH .750" DESIGN FLOW LESS THAN 1,000 GAL/DAY LARGE CORE WIDTH 90% VOIDS / 50 GAL, DISTANCE TO SEASONAL HIGH WATER TABLE, IMPERVIOUS STRATA OR BEDROCK 3' MINIMUM DEPTH OF TRENCH 29" MINIMUM DEPTH OF COVER OVER DISTRIBUTION PIPE 6" MINIMUM SETBACKS: HOUSE 10 FEET MINIMUM WELL 100 FEET MINIMUM PROPERTY LINE 10 FEET MINIMUM ALL SETBACKS ARE MEASURED FROM THE EDGE OF CONCRETE SAND IN SIN SOIL INTERFACE BACKFILL 12" I.11NIV,^JM 6" CONCRETE SAND NEW YORK DEPARTMENT OF TRANSPORTA- D R SURROUNDING THE ECTLY BELOW TION CONCRETE SAND SPECIFICATION SIDES THE IN -DRAIN UNITS FOR 703-07 ABSORPTION TRENCHES SECTION DISTRIBUTION PIPE PERFORATED 4" DISTRIBUTION PIPE NON -PERFORATED 4" GEOTEXTILE COVER FABRIC TYPAR 3401 PROVIDE WITH THE IN -DRAIN UNITS - TRENCH WIDTH 4' SPACING BETWEEN IN -DRAIN ROWS 4' ABSORPTION TRENCH (See figures 3. D) 2' ABSORPTION BED CONCRETE SAND DEPTH DIRECTLY 6" MINIMUM BELOW IN -DRAIN UNITS 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. CONCRETE SAND AT THE SIDE OF 6" ABSORPTION TRENCH IN -DRAINS 12" ABSORPTION BED ACCEPTABLE SOIL PERCOLATION RATE 1-60 MIN/IN ABSORPTION TRENCH MIRAFI 100X, STABILINKA 1-30 MIN/ IN ABSORPTION BED ACCEPTABLE SOIL PERCOLATION RATE GRAVITY / PUMP / SIPHON ALL APPENDIX 75-A SEPARATION REQUIREMENTS APPLICABLE 0 S AR[ NOTE: BED TO CONSIST OF 3 LATERALS 4" PERF. PIPE 10"-17" SUITABLE BACKFILL PLUS A MIN. 4" TOPSOIL & SEED CEO TEXTILE COVER FABRIC NOTE: PIPE JOINTS 70 BE SEAL D WITH ASPHALTIC MATERIALS OR EO /VALENT. { T' 2. INVERT ELEVATIONS OE A L " ' FINISH GRADE 'N'" �- OUTLET PIPES MUST BE EQU L. 3. THE SLOPE OF OUTLET P PES BETWEEN THE DISTRIBUTION FOX AND THE DISTRIBUTOR LATER LS SHOULD BE I/8" PER FOOT. BAFFLE INVERT �p2"MIN ELEV. J O O OUTLET l2"' MIN CLEAN SAND OR PEA GRAVEL 1 DISTRIBUTION BOX NOT TO SCALE CONTRACTORFOUSE SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW ASPHALTIC-�I-I 1111111111= iv SEAL �I 4" OR b t 3" MIN. ( I. BLDG. SEWER- I I Ila Z A. PS SANITARY PSN I TEE I -T d 4" MIN. ALL JOINTS BELO FULL LIQUID LEVEL TO BE BITUMINOUS WATERTIGHT AND INTERIOR o LEAKAGE TESTED COAT Bl�FFLE WITH PRIOR TO BACKFILLING KOP OR EQUAL UAL O 4 X18" MIN. J OPEN NO SECTION VIEW SEPTIC TANK NOT TO SCALE ABSORPTION BED CROSS SECTION NOT TO SCALE HEAVY DUTY PLASTIC MANHOLE FRAME AND COVER BY POLYLOK OR EQUAL 1111= PLASTIC RCCESS XISERSION 2' I.D. AS PER POLYLOK OR EQUAL (AS REQUIRED) OUTLET `- WATER TIGHT JOINT (TYP.) PARSE W NON -SHRINK GROUT INSIDE & OUT �- SANITARY TEE W/ EFFLUENT FILTER POLYLOK PL -122 OR EQUAL L ji i �- E3" TO 12" LAYER PEA GRAVEL OR CRUSHED STONE BEDDING LAYER (1250 GAL. SEPTIC TANK) UTOPIA ENTERPRISES OR EQUAL p CONCRETE SAND BED A' Ld - - - MILL 19' x 42' (MIN.) _-_- - SECTION 4" SOLID PVC PIPE --- __ CONSTRUCTION NOTES FOR FABRICATED 24 A. IN THOSE CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLAr AS PROVIDED FOR IN - MTH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE -_-_ PIPE ENDS N INSTALLATION, A FILL 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 6' MAX. MESH OPENING EVO� TO BE CAPPED DISTRIBUTION BOX FILTER CLOTH: FILTER X. SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET FINAL APPROVAL OF FILL SYSTEMS SHALL MIRAFI 100X, STABILINKA (CONCRETE OR EQUAL) T140N OR APPROVED EQUAL. PREFABRICATED UNIT: GEOFAS, NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE ENNROFENCE. OR APPROVED d EQUAL. PROVISIONS OF THIS ORDINANCE. 36 4" SOLID PVC PIPE FROM SAN- FILL SOIL AS ALLOWED BY GRADE B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPEC] CAPONS: SEPTIC TANK OUTLET AT TO MAXIMIZE VERTICAL SEPARATION TO LEDGE 1) 1/4" PER FT. SLOPE (2%) WITHIN 1000 Fr OF LAKE GROUND COVER I J GEORGE) OVER AN IMPERVIOUS LAYER. f 42' AS PER OWNER ELJEN ASP UNIT - TYPE 'B' WITH 4" PERFORATED PVC PIPE A ---w 40 LF PER RUN - 10 UNITS PER RUN ABSORP T ION BED CONFIGURATION NOT TO SCALE 36" MIN. FENCE POST WOVEN WIRE FENCE {14 1/2 GMOVER 6" MESH SPACING) WITH FILTER CLOTH OVER 20" MIN. UNDISGRADE 147-10. EROSION CONTROL MEASURES: A. TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE "NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL." THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES ARE IN SERVICE. INFILTRATION DEVICES SHALL BE PROTECTED FROM SILTATION DURING THE PERIOD OF CONSTRUCTION AND UNTIL THE SITE IS SUCCESSFULLY REVEGETATED BY USE OF SILT SCREENS, INLET PROTECTION DEVICES, SEDIMENT DETENTION PONDS OR OTHER SUITABLE EROSION CONTROL MEASURES, B. STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE REQUIRED. ONLY THOSE AREAS WHERE CONSTRUCTION ACTIVELY OCCURRING SHALL REMAIN OPEN AND JOVEGETATED ALL AREAS THAT ARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BE MULCHED AND REVEGETATED. AN "ACTIVE CONSTRUCTION AREA" IS DEFINED AS ON THAT HAS SEEN SUBSTANTIAL CONSTRUCTION WITHIN THE PAST SEVEN CALENDAR DAYS. MULCHING OR REVEGETATION FOR EROSION CONTROL SHALL BE COMPLETED WITHIN 10 DAYS FOLLOWING THE LAST SUBSTANTIAL CONSTRUCTION ACTIVITY. C. COMPLIANCE WITH THE FOLLOWING RESTRICTIONS SHALL BE REQUIRED: 1. NO VEGETATION SHALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR INTERMITTENT STREAM AND IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, SHALL BE REMOVED IMMEDIATELY FROM THE WATER BODY. 2. WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTH MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OFA DEPTH OF INCHES, ROCK RIP -RAP, NONDEGRADABLE MATERIALS, SUCH AS PLASTIC OR CANVAS COVERINGS,, AN AND IMPERVIOUS STRUCTURES. 3. ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATNE COVER HAS BEEN EITHER PARTIALLY OR WHOLLY CLEARED OR REMOVED BY DEVELOPMENT ACTIVITIES SHALL BE REVEGETATED WITHIN 10 DAYS FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND CONSTRUCTION. ACCEPTABLE REVEGETATION SHALL CONSIST OF THE FOLLOWING: a. RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN 50% OF THE TOTAL DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE COVER CROP IS ESTABLISHED OVER 90% OF THE SEEDED AREA. E. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROLLING EROSION. C. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE MUNICIPALITY AS SATISFYING THE INTENT OF THIS REQUIREMENT. 4, ANY AREA OF REVEGETATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE COVER CROP THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING REVEGETATION. RFVEGETATION MUST BE REPEATED IN SUCCESSIVE YEARS UNTIL THE MINIMUM 753 SURVIVAL FOR ONE YEAR IS ACHIEVED. 5, GROUND -CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OF OCTOBER 15 TO APRIL 15, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATIONINCLUDE, IN ORDER TO REDUCE EROSION AND MAINTAIN WATER , EXTRA THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED T0, THE USE OF SCREEN MESH, EXTRA MULCH AND SILTATION FENCES, EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED - FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. - USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES PF3H OR GREATER. - PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. - MULCHING OF EXPOSED SOILS B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: - PERIMETER PROTECTION USING SILT FENCES - INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES - STORM SEWER, CURBS AND GUTTERS - STABILIZED CONSTRUCTION EXIT POINTS - STORMWATER DETENTION PONDS (WHICH MAY ALSO SENVE AS A TEMPORARY SEDIMENT BASIN) - STONE CHECK DAMS, SEDIMENT TRAPS, WATER BARS 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING A RAINFALL EVENT OF 0.5 INCHES OR GREATER. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER: IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT, C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPCRAP r AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR P = :a5H0UT5, AND HEALTHY GROWTH. G) JDAIVIE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT 10 BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. - O SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING JUT T-D_CTON AND MAINTENANCE REPORTS. CI '.'IEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE .FRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE JN AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT S THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE ".ON OF. INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. _. IF TATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J) L 'I D AREAS AMID MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL F-.- P__LUTANTS ENTERING STORLIWATER SYSTEMS. K) F?:R- TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1 MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED STRAYED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTRO.. IT AU BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORC. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, JNLESS OTHERWISE DESIGNATED ON PLANS. 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4) SEEDED ARMS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.C„ EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLITW OR OTHER EROSION PROCESSES. 5) TOPSOIL AT SEED SHALL BE REIPPDED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AT AFTER CONSTRUCTION. 7) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 8) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES. (AN ORGANIC FIBER PRQECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING C' PHOTODEGRADABLE POLYPROPYLENE) SECURE MAT TO SLOPE WITH 6" STEEL U -SHAPED STABLES, 2 STAPLE` PER SQUARE YARD. 9) STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY 10) VEHICURF ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL 'FATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLI( ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. EMBED FILTER CLOTH p MIN. 6" INTO GROUND Ld - - - MILL SYSTEMS STANDARD N07ES. _-_- - SECTION ROOF OVERHANG SUPPORT POST --- __ CONSTRUCTION NOTES FOR FABRICATED SILT FENCE A. IN THOSE CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLAr AS PROVIDED FOR IN - MTH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR N INSTALLATION, A FILL 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 6' MAX. MESH OPENING EVO� 4. MAINTENANCE SHALL B€ PERFORMED AS NEEDED AND MATERIAL FILTER CLOTH: FILTER X. SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET FINAL APPROVAL OF FILL SYSTEMS SHALL MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL. PREFABRICATED UNIT: GEOFAS, NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE ENNROFENCE. OR APPROVED d EQUAL. PROVISIONS OF THIS ORDINANCE. ADD LOAMY SAN- FILL SOIL AS ALLOWED BY GRADE B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPEC] CAPONS: FINISH GRADE TO MAXIMIZE VERTICAL SEPARATION TO LEDGE 1) THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE (3) FLIT WITHIN 1000 Fr OF LAKE GROUND COVER GEORGE) OVER AN IMPERVIOUS LAYER. AS PER OWNER STONE RETAINING 2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SEMS PERCENT SHALL BE TEN (10) STONE TERRACE D WA AS NEEDED 3) WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, INCLUDING LEAVES, IS, AND OTHER PLANT � o FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL ITPLOWED OR SCARIFIED. Q 4) THE SOIL USED FOR RLL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAM SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING N SANDY GRAVELS, AND RGANIC DEBRIS OR NO I� u 4_ m SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE RLL SHALL BE A WED TO STABILIZE NATIVE SOIL O NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. / ' LEDGE 5) SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEET REEVE ANY TRENCH BOTTOM AND � MAXIMUM HIGH SEASONAL GROUNOWA TER. THIS SEPARA PON MUST BE THREE (3) FEET WI 1000 FEET OF LAKE GEORGE. 3' MIN. QE 6) ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN DLL SYSTEMS. \ \\ \/\;/ 7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE RLL SYSTEM IN THE U SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILLS SLOPE DIRECTION AND OF ITEM. \ �/, //v //\ /\ 8) THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO RUNOFF, AND SEEDED. COW NATURAL SURFACE © BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED ABSORPTION BED SYSTEM • \ 9) SIDE OF E SHALL BNOT THAN ONE (I) HORIZONTAL UNLET tRETAINED BYA STONEWALL AS ORDERED BY ENGINEER TICAL ON THREE (3) UNAUTHORIZED ALTERATION OR ADDITION TO Y �a THIS MAP ISA VIOLATION OF SECTION 7209 SECTION 11- A' SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW COPIES FROM THE ORIGINAL OF THIS SURVEY NOT TO SCALE MAP NOT MARKED WIrH THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. cow JOB ELJEN ASP UNIT - TYPE 'B' WITH 4" PERFORATED PVC PIPE A ---w 40 LF PER RUN - 10 UNITS PER RUN ABSORP T ION BED CONFIGURATION NOT TO SCALE 36" MIN. FENCE POST WOVEN WIRE FENCE {14 1/2 GMOVER 6" MESH SPACING) WITH FILTER CLOTH OVER 20" MIN. UNDISGRADE 147-10. EROSION CONTROL MEASURES: A. TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE "NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL." THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES ARE IN SERVICE. INFILTRATION DEVICES SHALL BE PROTECTED FROM SILTATION DURING THE PERIOD OF CONSTRUCTION AND UNTIL THE SITE IS SUCCESSFULLY REVEGETATED BY USE OF SILT SCREENS, INLET PROTECTION DEVICES, SEDIMENT DETENTION PONDS OR OTHER SUITABLE EROSION CONTROL MEASURES, B. STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE REQUIRED. ONLY THOSE AREAS WHERE CONSTRUCTION ACTIVELY OCCURRING SHALL REMAIN OPEN AND JOVEGETATED ALL AREAS THAT ARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BE MULCHED AND REVEGETATED. AN "ACTIVE CONSTRUCTION AREA" IS DEFINED AS ON THAT HAS SEEN SUBSTANTIAL CONSTRUCTION WITHIN THE PAST SEVEN CALENDAR DAYS. MULCHING OR REVEGETATION FOR EROSION CONTROL SHALL BE COMPLETED WITHIN 10 DAYS FOLLOWING THE LAST SUBSTANTIAL CONSTRUCTION ACTIVITY. C. COMPLIANCE WITH THE FOLLOWING RESTRICTIONS SHALL BE REQUIRED: 1. NO VEGETATION SHALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR INTERMITTENT STREAM AND IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, SHALL BE REMOVED IMMEDIATELY FROM THE WATER BODY. 2. WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTH MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OFA DEPTH OF INCHES, ROCK RIP -RAP, NONDEGRADABLE MATERIALS, SUCH AS PLASTIC OR CANVAS COVERINGS,, AN AND IMPERVIOUS STRUCTURES. 3. ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATNE COVER HAS BEEN EITHER PARTIALLY OR WHOLLY CLEARED OR REMOVED BY DEVELOPMENT ACTIVITIES SHALL BE REVEGETATED WITHIN 10 DAYS FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND CONSTRUCTION. ACCEPTABLE REVEGETATION SHALL CONSIST OF THE FOLLOWING: a. RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN 50% OF THE TOTAL DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE COVER CROP IS ESTABLISHED OVER 90% OF THE SEEDED AREA. E. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROLLING EROSION. C. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE MUNICIPALITY AS SATISFYING THE INTENT OF THIS REQUIREMENT. 4, ANY AREA OF REVEGETATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE COVER CROP THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING REVEGETATION. RFVEGETATION MUST BE REPEATED IN SUCCESSIVE YEARS UNTIL THE MINIMUM 753 SURVIVAL FOR ONE YEAR IS ACHIEVED. 5, GROUND -CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OF OCTOBER 15 TO APRIL 15, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATIONINCLUDE, IN ORDER TO REDUCE EROSION AND MAINTAIN WATER , EXTRA THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED T0, THE USE OF SCREEN MESH, EXTRA MULCH AND SILTATION FENCES, EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED - FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. - USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES PF3H OR GREATER. - PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. - MULCHING OF EXPOSED SOILS B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: - PERIMETER PROTECTION USING SILT FENCES - INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES - STORM SEWER, CURBS AND GUTTERS - STABILIZED CONSTRUCTION EXIT POINTS - STORMWATER DETENTION PONDS (WHICH MAY ALSO SENVE AS A TEMPORARY SEDIMENT BASIN) - STONE CHECK DAMS, SEDIMENT TRAPS, WATER BARS 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING A RAINFALL EVENT OF 0.5 INCHES OR GREATER. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER: IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT, C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPCRAP r AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR P = :a5H0UT5, AND HEALTHY GROWTH. G) JDAIVIE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT 10 BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. - O SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING JUT T-D_CTON AND MAINTENANCE REPORTS. CI '.'IEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE .FRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE JN AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT S THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE ".ON OF. INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. _. IF TATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J) L 'I D AREAS AMID MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL F-.- P__LUTANTS ENTERING STORLIWATER SYSTEMS. K) F?:R- TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1 MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED STRAYED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTRO.. IT AU BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORC. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, JNLESS OTHERWISE DESIGNATED ON PLANS. 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4) SEEDED ARMS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.C„ EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLITW OR OTHER EROSION PROCESSES. 5) TOPSOIL AT SEED SHALL BE REIPPDED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AT AFTER CONSTRUCTION. 7) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 8) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES. (AN ORGANIC FIBER PRQECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING C' PHOTODEGRADABLE POLYPROPYLENE) SECURE MAT TO SLOPE WITH 6" STEEL U -SHAPED STABLES, 2 STAPLE` PER SQUARE YARD. 9) STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY 10) VEHICURF ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL 'FATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLI( ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. EMBED FILTER CLOTH p MIN. 6" INTO GROUND Ld - - - 16" MIN. _-_- - SECTION �- --- __ CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WOMEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "Y OR "U' - MTH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTON. FENCE: WOVEN NtRE, 14 1/2 GA. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 6' MAX. MESH OPENING EVO� 4. MAINTENANCE SHALL B€ PERFORMED AS NEEDED AND MATERIAL FILTER CLOTH: FILTER X. REMOVED WHEN "BULG€0" DEVELOP IN THE SILT FENCE. MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL. PREFABRICATED UNIT: GEOFAS, ENNROFENCE. OR APPROVED d EQUAL. SILT FENCE DETAIL NOT TO SCALE WOVEN WIRE FENCE (MIN_ 14 1/2 GAUGE, MAX. 6" MESH SPACING) 10' MAX. CENTER TO CENTER 36" MIN. FENCE POSTS, DRIVEN MIN, 16" INTO - GROUND. 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