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SEP-0560-2018 TOWN 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-0560-2018 Date Issued: Tuesday, October 9, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-0560-2018 has been completed. Tax Map Number: 290.-1-14 Location: 300 CHESTNUT RIDGE RD Owner: Jason Cross Applicant: Morning Star Excavation& Septic This structure may be occupied as a: Residential Septic Alteration 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, �d )1C14- 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. "OW TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 • Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0560-2018 Tax Map No: 290.-1-14 Permission is hereby granted to: Morning Star Excavation& Septic For property located at: 300 CHESTNUT RIDGE 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: Jason Cross Septic Disposal-Residential $0.00 Owner Address: 300 CHESTNUT RIDGE RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Morning Star Excavation&Septic 59 Blanchard RD Gansevoort,NY 12831 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, September 18,2019 (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 date.) Dated at the Town bury; Tu=.•.y/• - ber 18,2018 4 SIGNED BY: f \ for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 12804 Town n#c irrs. :y Permit#: Qrvt20 -'Lo l6 P:518-761-8256 www.queensbury.net Tax Map ID#: 2..tl t 0 q 19 Permit Fee:$l'S ; Invoice#: 45/52.5 Project Location: 53OC.h.CS\111/44- Septic Variance? Yes No Primary Owner(s) �.•. 6,'i'oS Mailing Address 3 Op CA. .1-11t), Re_ 4 Phone & Email ( CI g) 3 2i_ L3 Installer/Builder Norm n Ski' 6Xenvet 4-j 1 Sept` .- Mailing Address Cc( l e-L-vr-e-.` Q .iNE CILEEl ' E ...rPhone & Email ( 8. 3_ Engineer k •e , "As I-�q i II SEP 0 4 2018 j MailingAddress `�e__ 3- ..P . " .., , _ _ Phone & Email (SI TOWN OF QUEENSbUKY 1 `Z2z - / BUiL ING 8 CODPS Contact Person for Building&Code Compliance: Z C ✓ Phone: S- --6-40 � �7 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms X gallons per =total daily flow per day bedroom Garbage Grinder Yes 1980 or older 150 Installed? (circle one) 1981-1991 130 Spa or Hot Tub Yes N Installed? (circle one) 1992-Present 110 7 730 ? '3 0 PARCEL INFORMATION: Topography o<Flat Rolling Steep Slope %Slope Soil Nature © ..,_Sand Loam Clay Other Groundwater At what depth? 4- 2.2-`t Bedrock/Impervious material At what depth? 1/� + 7Z" • Domestic Water Supply _Municipal 'y Well(if well,water supply from any septic system absorption is�po ft.) Percolation Test Rate:Z'? . per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size / 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 ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: ELSE l7 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: a DATE: .j/ 7/ SIGNATURE DATE: //t//! Town of Queensbury Building&Code Enforcement Revised March 2018 INSPECTION WORKSHEET (SEP-007023-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number: Inspection Date: Inspector: Case Module: Inspection Status: Inspection Type: SEP-0560-2018 10/03/2018 John O'Brien Permit Partial Pass Septic Job Address:Parcel Number:300 CHESTNUT RIDGE RD Queensbury, NY 12804 290.-1-14 Contact Type Company Name Name Granted Permission Morning Star Excavation & Septic [Morning Star Excavation & Septic] , Applicant Morning Star Excavation & Septic [Morning Star Excavation & Septic] , Contractor Morning Star Excavation & Septic [Morning Star Excavation & Septic] , Primary Owner Cross, Jason Checklist Item Passed Comments Building Inspector Notes NO 10/3/18 Septic System Partial Approval Remaining Items: Provide Engineer's Report and As-Built Soil Type: Sand YES Soil Type: Loam YES Type of Water: Municipal / Well Water YES Well Waterline separation distance YES Well separation distance YES 100' + Absorbtion Fields: Total Length YES 64' of Eljen Septic system field above flood plain YES Length of Each Trench YES 2@32' Depth of Trenches YES 18"-24" Size of Stone YES Eljen specified sand Building to Tank YES Existing Tank to Distribution Box YES 4" sdr35 pvc Distribution box to Field / Pit YES 4" sdr35 pvc to Eljen System Opening Sealed:YES End Cap YES InletOutlet Pipes & Baffles YES Effluent Filter installed Manholes 12 or less below grade YES Oct 03, 2018 Page (1) INSPECTION WORKSHEET (SEP-007023-2018) Checklist Item Passed Comments Locations / Separations YES Foundation to Tank YES Existing Foundation to Absorption YES 24' Conforms as per Plot Plan YES Engineer Report and As-Built YES 10/3/18 Septic System Partial Approval Remaining Items: Provide Engineer's Report and As-Built Location of system on property YES Front Yard System Use Status YES 10/3/18 Septic System Partial Approval Remaining Items: Provide Engineer's Report and As-Built Oct 03, 2018 Page (2) O'Brien, John (Inspector) KEVIN L. HASTINGS, PE 1 3 JACKSON AVENUE - SOUTH GLENS FALLS, NEW YORK 12803 �• � T __ � / / O 0 ' / / / / ,.r w. / / / / 1 T • U, c /� �� / io' / / ' PTA TP-1 i D u MIN.-6 / i9 / 11 P1' X'X j ,< r.r- Q/ / O4 % .ore i �, // // 1 .•''� t�Jr., EXISTING DISPOSAL FIELD TO -- z / / )( : , o`A4� BE ABANDONED IN PLACE � _ _ / S�. / \ :, 1 // `,,� ��, 16 ELJEN B43 GSF MODULES ] — '(-1; Too' 1 .‹... ________\, \ c ii / // \ T; / \ / \ / 3 BEDROOM Z * �. / RESIDENCE 1 O▪ 'D n / I y O , � � ip 100' MIN \ h L FILE COPY \ \ ,..., r_ ,,, / c() , Z • _ WELL Q CASING t L' / TOWN N F Q ^,',1' II`r.' ':--- - -:,_. I Ac. I 4 BUILDING & ' -.)0 • ii.- 7y7, ,_:-; --.- ,-, Revievved [1 , i igsWifle'r` ,_-) ,_, ,--::::. / f° (E, - 3,5te: • . _ .. rarf.. 0_,.,_, . ) ti SCALE: I" = 40' 3 BEDROOM RESIDENCE 300 CHESTNUT RIDGE ROAD fir.,Of ,r WARREN COUNTY TAX MAP ID # 290.-1-14 'c,�"40 ft4A.0 TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK *' ) -TP& No.076269 �? PLOT PLAN p�Q , ,.t` SEPTEMBER 13, 2018 -..�,. w., _ 4, t Y f ENGINEERING DESIGN REPORT FOR A REPLACEMENT SEWAGE DISPOSAL FIELD co TM # 290.-1-14 ,„ 0 N a) Q C E n‘ E E 46- \ [ o42oi8tJ iL Jfl \i Li II CTI -C7) TOWN OF QUEENSSt1RY U BuILDi►�1!» {' tom•- T.- co O c N 0 cM Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE _ Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 1 of 10 , SOIL AND PERCOLATION TEST DATA: TEST PIT— 1: 0"— 18" TOPSOIL/ SAND, HEAVY ROOT ZONE 18"—60" MED. BROWN SANDY LOAM 60"—72"+ LOAM (SILTY) NO LEDGE ROCK TO DEPTH NO S.H.G.W. TO DEPTH,NO MOTTLING STABILIZED SOIL PERCOLATION RATE: 2 MINUTES 32 SECONDS PER INCH USE 1-5 MINUTES FOR BASIS OF DESIGN CALCULATIONS SOILS INVESTIGATION AND PERCOLATION TEST PERFORMED BY KEVIN L. HASTINGS, P.E., ON AUGUST 28, 2018. USE CONVENTIONAL ABSORPTION TRENCH DISPOSAL FIELD of Neil. 41.4:e11449, it!a-s) * ii".ii t ' k -';' ,;----- 1 ditoA Na 076269 4,- A. tt. tau. :;..0,4:010, , a ,40 Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 2 of 10 t . BASIS OF DESIGN: THE EXISTING SEWAGE DISPOSAL SYSTEM WAS DAMAGED BY UPROOTED TREES DURING A VIOLENT RAIN STORM 2017. AN INSPECTION OF THE DISPOSAL FIELD WAS COMPLETED BY MORNING STAR SEPTIC SERVICE WHICH CONFIRMED THE FIELD HAD BEEN COMPROMISED. A NEW REPLACEMENT DISPOSAL FIELD IS REQUIRED FOR CODE COMPLIANCE. ESTIMATE MAXIMUM DAILY FLOW: (USE WATER SAVING FIXTURES) EXISTING DWELLING: 3 BEDROOM @ 110 GPD = 330 GPD SEPTIC TANK DESIGN: (IF REPLACEMENT IS REQUIRED) 3 BEDROOM, with NO garbage grinder = 1,000 GALLONS 3 BEDROOM, with garbage grinder = 1,250 GALLONS ABSORPTION TRENCH SYSTEM DESIGN: APPLICATION RATE = 1.20 GPD/S.F. ELJEN B43 GSF MODULES = 6 FT. APPLICATION WIDTH REQUIRED ABSORPTION TRENCH LENGTH 330 GPD ± 1.2 GPD/SF ± 6 FT. = 45.8 L.F. MANUFACTURER'S MINIMUM STANDARD = 5 ELJEN MODULES PER BEDROOM USE: 2 TRENCHES (DISTRIBUTION LATERALS) OR EQUIVALENT CONFIGURATION WITH 16 ELJEN B43 MODULES, TO ACHIEVE 64 L.F. TOTAL Of Nell/ -Ci co s No.07 Ii Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 3 of 10 DESIGN NOTES & SPECIFICATIONS: 1) DUE TO THE UNKNOWN LOCATION OF THE EXISTING DISPOSAL FIELD THIS DESIGN CANNOT PRESCRIBE A SPECIFIC LAYOUT FOR THE REPLACEMENT SYSTEM. THE CONTRACTOR SHALL TAKE INTO CONSIDERATION THE OBSTACLES, INCLUDING ROOT INTRUSION WHEN DETERMINING A TRENCH LAYOUT. THE CONTRACTOR MAY INSTALL TRENCHES OF NON-UNIFORM LENGTHS AND IRREGULAR ORIENTATION TO MEET THE TOTAL LENGTH REQUIRED BY THE BASIS OF DESIGN CALCULATIONS ON PAGE 3 OF THIS REPORT. 2) THE CONTRACTOR MAY REMOVE ANY REMNANT PIECE(S) OF THE EXISTING DISPOSAL FIELD(S) AS FOUND IN THE COURSE OF THE WORK. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE FOR LEGAL DISPOSAL OFF-SITE. 3) ALL SEPARATION DISTANCES TO NEWLY INSTALLED ADJOINING TRENCHES AND SETBACKS TO PROPERTY LINES SHALL BE MAINTAINED PER NYSDOH APPENDIX 75A, AND TOWN CODES. 4) THE CONTRACTOR SHALL COMMUNICATE WITH THE ENGINEER OF RECORD THE INTENTIONS OF HIS LAYOUT, PRIOR TO INSTALLATION, AND DISCUSS ANY SITE LIMITATIONS THAT HAVE POTENTIAL TO INHIBIT HIS WORK. 5) THE CONTRACTOR MAY NOT PLACE BACKFILL MATERIAL (SAND, LOAM, TOPSOIL) ON ANY COMPONENT UNTIL A FINAL INSPECTION HAS BEEN COMPLETED BY THE ENGINEER OF RECORD AND THE TOWN CODE ENFORCEMENT OFFICIAL. 6) AN AS-BUILT DRAWING OF THE SYSTEM AND ENGINEER'S CERTIFICATION LETTER WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE SYSTEM. (8-6, f 14- 1.. t. . ;-!! i S w s Na 076269 Q re,v144 -14;th;4 Y . Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 4 of 10 NOTE: . , The wastewater treatment system is designed and approved based on the installation of water conserving fixtures and a design flow of 110 gallons per bedroom. The system is not designed to accommodate extreme water use fixtures, such as Jacuzzi— type spa tubs or water treatment equipment. The system is not designed to accommodate garbage grinders. The installation of garbage grinders, non-conserving water fixtures or extreme water use,fixtures is contrary to the approval of this wastewater treatment system. CONTOUR LINES (2'INTERVALS) • PROPERTY LINE / 15'MIN. ••...,,�•LL [ :/MENBGHwATERMARKy TREAM :'""•,.� i 00.41N. / ,\ t , ' 4 WELL J 100''MIN. + fed MIN. 1 1 \1()' J20. MIN 'MIN. } HOUSE I. GARAGE[ / I DISTRIBUTION SEPTIC TANK 11 C I BOX ` , I ' r DRIVE 3 T 50%EXPANSION I WAY 10'MIN. ABSORPTION 1 FIELD STREET ABSORPTION FIELD SEPARATION REOliIREMENT1 Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 5 of 10 bCf) W (") � O ._, C CD -- 1-y• 0I p ado ••M te N 'T7 CD W N . O'Q ia DUAL COMPARTMENT � = In FULL-DEPTH BAFFLE w/PORT(SEE NOTES) fD co IP _�.z•.. .. :,a. SEPTIC TANK CAPACITY oWo 4`INLET PIPE .� 24'NNSPECTNON F 4"OUTLET PIPE NUMBER OF DESIGN MINIMUM TANK CAPACITY&UQUO)SURFACE AREA V� f 4' FT MIN. cavER{ } 1 1/8"/FT:MIN. BEDROOMS FLOW �, y� " W/O GARBAGE GRINDER W/GARBAGE GRINDER s - k 0N0 •w ali rm ' (� ( "�'��� �- 2 220 GPO 1.000 27 S.F. 1,250• 34 S.F. A { A 3 330 GF'D 1,000 27 SF. 1,250• 34 S.F. 00 — 4 440 GPO 1.250 34 S.F. 1,500• 40 S.F. k O 5 550 GPO 1,500 40 S.F. 1,750• 47 S.F. NC 'INLET OUTLET 4"PVC TEE'S MAY 8E 6 860 GPO 1,750 47 S.F. 2.000• 54 S.F. zC USED INSTEAD OF CONCRETE BAFFLES ►•. •DUAL COMPARTMENT TANK&GAS DEFLECTION BAFFLE REQUIRED ON p - m 'Ti PLAN VIEW /O W NOTES '� EFFLUENT FILTER I.WNEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION. CZ:. GROUND w/GRADE ACCESS COVER rrj A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK,OR TWO ,Z. O (SEE NOTES) TANKS IN SERIES,SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE > • ' , i ., _, '' 1 ABSORPTION AREA(DISPOSAL FIELD). eCI .. ;;,..�.1--'i, ,.• `- 4"OUTLET PIPE 4"INLET PIPE 12'COVER MAX SLOPE FT.NIIH• 2.3"MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. 1/4"/FT.MIN. O SLOPE—+► •:: an•:•a:"',:,;;;r a•`1.1..•-..:-b.-I `:.4.,z 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS(EQUIVALENT DAILY 1y O e. FLOW)SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET ,� 8"MIN. �" _ OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT T10 AN ADDITIONAL BEDROOM FOR DETERMINING TANK ? , 16"MIN. 18"MIN. .'. i SIZE. A HOT R/B/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL '---3L BEDROOM FOR DETERMINING TANK SIZE. i I wt `8" to 4.EFFLUENT FILTER."ZABEL"BRAND OR SIMILAR PRODUCT SHALL BE INSTALLED TO F+ a THE SEPTIC TANK Et EFFLUENT FILTERS WHEN PROPERLY MAINTAINED CAN WALL ()wart THE USEFUL LIFE OFF THE TREATMENT SYSTEM. ALL SYSTEMS ARE ^ (T�.) �• SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER,LEADING TO PREMATURE FAILURE^ ~M., ~ :.. = CLEANING EFFLUENT FILT GRADE ACCESS COVER ER DEVICE.PROVIDEDALL BE FOR PERIODIC INSPECTION O t i B MIN.CLEAN SAND PEA .4f M fi V y STONE,OR WASHED AGGREGATE 10.. Q : r 'Zi%r ., ., .! 1476 GAS DEFLECTION BAFFLE '. ..° (SEE NOTES) 0-3►.< b n SECTION A—A SEPTIC TANK / HOLDING TANK DIMENSIONS r,,,,,..,_0 7�1 CISTANK CAPACITY LENGTH MONTH INLET OUTLET HEIGHT WALL TOP FLOOR LC. MANUFACTURER INFORMATION 46," 1(Ej.. i i O 1.000 8'-8 1/2" 5`-0 1/2" 4'-9" 4'-6" 5'-6' 3" 4" 4' 48" FORT MILLER CO..SEAMLESS• •' , Z ?i O 1.250 10'-2" 5'-3` 4'-9" 4'-6" 5'-6' 3" 4' 4" 48" FORT MILLER CO.,SEAMLESS• 1 P �'` a. c '� - ki. 1.250 11"-0" 6'-0" 4'-3" 4'-0" 5'-5" 6" 8' 6" 39" FORT MILLER CO.,HEAVY DUTY". y 00,, , ` "A 1.500 11'-0' 6'-O" 5'-1' 4'-10" 6'-3" 6" 8" 6" 49" FORT MILLER CO..HEAVY DUTY'• ll'C �j `,' ' 1G.�7 rn 2,000 13'-0" 7-0" 4'-9" 4'-6' 5'-11" 6' 8' 6' 45" FORT MILLER CO.,HEAVY DUTY" t� • so 2,500 13'-O" 7'-0' 5'-9" 5'-6" 6'-11" 6' 8' 6' 48" FORT MILLER CO..HEAVY DUTY"" 3.000 17'-0" 8'-0` 5'-1" 4'-10" 6'-2" 6` 8' 6' 57" FORT MILLER CO.,HEAVY DUTY"• • ��'�NEER* �p� PRODUCT: THE FORT MILLER COMPANY.INC. SCHUYLERVILLE;NEW YORK " 16 CD A, N cp `� SEPTIC TANK / HOLDING TANK DETAIL wN.T.S. OO 0 g ,tt a Y� 5 I I . . , . � 7 '1i ..8...S. iii,,_,J r .: 'Nixil *11 wig tt 8 Y inE U EEI a c) m C. - F EW . it .• , o jg LLL t lasti .--56 !ta __J a o � � �bi ViglNIg �- Y W I :i 4 -_. - ; co 11_� L. `," - 0 t r::::♦ :' %" a z , NLb s i.I • �/) (y'��-{ (yam; ;;.1, d /4:::-‘..1.�4 ?4 *9 .a/t 8 0.•. t' ki A I IT 4 4 --. T- I% No.076269 tillreoviu. .(iiiitiu;Lk e Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 7 of 10 4"PERFORATED PIPE ORIGINAL GROUND SURFACE _7 7`'/T/7T/77/77TT/7' /77t77 r t -„ NON-WOVEN FILTER FABRIC / i '`. DO NOT BLOCK HOLES IN PIPE 12"MIN.- '., CLEAN BACKF LL 25"MIN.- - T"-1 •} Y: •'',+. -13"MIN. WASHED j MEDIUM TO COARSE • 6"MIN. 24'MIN.- B" 3'-0' G' UNDISTURBED GROUND MIN. B43 MODULE MIN.' SHWT/LEDGE ROCK :.. SECTION VIEW NOTES 1. USE QUANTITY AND LAYOUT SPECIFIED IN BASIS OF DESIGN- 843 GEOTEXTILE FILTER MODULES OVER LAIN BY PERFORATED PVC PIPE AND FILTER FABRIC AS SHOWN IN THIS DETAIL. 2. TRENCH MATERIAL SHALL BE ELJEN GSF STANDARD SPECIFICATION ASTM C33 WASHED SAND WITH LESS THAN 10X PASSING #100 SIEVE AND LESS THAN 5%PASSING/200 SIEVE. 3.EXTEND THE SPECIFIED SAND TRENCH A MINIMUM OF 12 INCHES BEYOND EDGE OF OUTSIDE MODULES AND EACH END OF THE TRENCH LENGTH. 4. A MINIMUM OF 2 FEET SEPARATION SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE ABSORPTION TRENCH AND SEASONAL HIGH GROUND WATER(MOTTLING)OR IMPERVIOUS LAYER(BEDROCK). 5.BACKFILL EXCAVATION IN 6 INCH LAYERS WITH MECHANICAL COMPACTION TO APPROXIMATE DENSITY OF ON-SITE NATIVE SOIL. DO NOT OVER COMPACT. ABSORPTION TRENCH DETAIL - TYPICAL GRAVELLESS ELJEN PRODUCT N.T.S. 4.4 0:HiteNE11r r '"ki if w s No.076269% -;-i-it;TA.— 0 FQA.� s Pete V04444. • Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 300 CHESTNUT RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 8/31/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 8 of 10 b (/) Wn71 0 �, o � �' -" - CD 00 • N 0 a0 to LANDSCAPING 6*MINIMUM A.) QUANTITY d<TOTAL WIDTH TOPSOIL w/SEED do MULCH OWWo C2 (SEE DESIGN CHARTS) AGRADE TO GRAM t°v ORIGINAL GRADE i — — — — ,y p 1:ail:•••• ••••i- ,,:E.°:.'. •.::L:-'•::,,:'•: 1' {'/_,r :Ra,€I.„it w, k €it �,.d<<,1,01; I; ,I' t.,,, ,-,...,........4 _ . . 0 USABLE SOIL: 48"MIN. DEPTH ELJEN GSF PRODUCT 1 TO 60 MIN/INCH PERCOLATION RATE Iv 5 (SEE TYPICAL DETAIL) 4'-0" 4'-0" 4'-0" MIN. MIN. MIN. SEPARATION: o\ O 24"MINIMUM DEPTH TO 171 BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION w , CAI0 1‹-4‘-',/0-i;•.•ZAIA/A/i�li�j?&4.`4.",./A4:4AVe��•�l��fN !4‘. ,.•'•!�‘���N/:4•..!�I��I<A4.!/��1.!/.4..4<'/,�?I_iO.:I�1A�%>�1��I,��i,0 A.. rrJ 0 Orf CZt�I� eCi Xj NOTES 1. DO NOT INSTALL TRENCHES IN VET SOIL t i) 0 2. INSTALL TRENCHES PARALLEL TO CONTOURS. GI 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS. r'"C O 4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL. y 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. ABSORPTION TRENCH SYSTEM DETAIL til Z b CA GRAVELLESS ELJEN PRODUCT N.T.S. O � � � b n ''yam KE��F g a itS....). ",.:,,r,,,.. , 1". `11 0+GyA, NANO 0 go pa,..r 0 CI! CA w 0 OQ� 00 0 0 0 o • r a• • tN it CD W N P = OQ tO ASTM C33 CONCRETE SAND - TYP 6" MIN. (TYP)�f..- END CAP (TYP) W (0 1� +r'ry a�?^s}F s^n}� :•1 :AVM..'frt�?f'r °.fi�'r:^F:T'? ��`j? ,� SOLID PIPE - TYP � srZ..4•• 4../eZ sZia%3•r.€47-d ie3'er'Wd .def a.2r'.' 6::c is ies::i::ir'v:CaV}•Z. • N p • GRAVELLESS ELJEN GSF PRODUCT- TYP — w 0-BOX ec 0o a ▪ O 1M ' ======== 1 c3 Z N 0:w.1• .t.t'1•'•i✓ieaV&Z•:a 4::•>/•w 4► l.F.4M: 'Y.f si.lei e.::41.* 411,**1.:*W4: M �+ LI ON ON U Q //O o w CW R} �•i•TYf. li g�pr�d;;;7;;c7+r•7; •S;Y!^F.! ;r,;r,•,• w•rr••7^.�:'.• 7+,?.:•:�na io v 4 y � E•r.e Y...✓,b,�::h•.:✓t%.•:•. ..r. 14...:.•f'•Li� �e.•S'�'.•`. ..•:'rs,. ::.•s..•.•"�.•:.•r.•ems�� , l+J Ka.,°i`4.:.2.,;:•r:•.•.•:::�ede,Ve_•�..4. rat ex•• i,'r?'e.:•:i irei S:e,.&:::i'l...1z',, ,Z., O M��I AS REQ.()I 'LENGTH' 1 IVP j 24 MIN. (TYP) FOR PIPING (SEE DESIGN CHARTS) " y 0 • 0 MOTES I. THE ELJEN GSF PRODUCT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REY FIELD SUPPORT. y 2 CTHE LAYOUT�OF THE ELJEN GSF RODU TC ROWS S AS PRINTED IN THE ELJEN DBSHALL BE OR D ADJUSTED IRECTED BTO BE UNIFORM SEPARATION g DISTANCE BETWEEN THE ROWS AND AT ENDS OF ROWS AS INDICATED. 3. THE SYSTEM IS SHOWN WITH MINIMUM LENGTH AND WIDTH DIMENSIONS TO PROVIDE THE NUMBER OF Z b h TRENCHES AS REQUIRED BY THE BASIS OF DESIGN CALCULATION. I o ABSORPTION TRENCH LAYOUT DETAIL E. Z 1 Sr GRAVELLESS ELJEN PRODUCT N`T.S i c O + ,' 13)It,i'f -may '•l li: _; co god ? oo 0 c/) W 0 0 ►n o0 0 KEVIN L. HASTINGS, P.E. CONSULTING ENGINEER Mailing Address: 3 Jackson Avenue South Glens Falls,New York 12803 Tel: (518) 222-1338 October 5, 2018 AS BUILT Mr. John O'Brien Building Inspector I ~�- -,,..w.,PA.•Y --� Town of Queensbury ij E C E 742 Bay Road ,' Queensbury,New York 12804 I u L OCT 0 9 2010 Re: 300 Chestnut Ridge Road -o m;Of-:�eU EENSBUR Y Sewage Disposal System-Engineer's Certification B._.: _D, N ?-- D5_NC -'2\e'. Dear Mr. O'Brien, The construction of a replacement sewage disposal field for the residence at 300 Chestnut Ridge Road(TM#290.-1-14)has been completed. The installation was completed by Lou DeRidder of Morning Star Septic Service, who was also present for the final inspection. As the design professional of record, I certify to the following statements: 1. Engineering design report with specifications and details were prepared August 31, 2018 by Kevin L. Hastings, PE for a 3 bedroom maximum (330 gpd) single family home; 2. Design documents were compliant with the Town sanitary health codes, and the NYS Health Department Appendix 75-A, as applicable; 3. Field observation of constructed works on October 3, 2018, by Kevin L. Hastings, PE and prior to earth backfill of trenches and structures; 4. Completion of the work appeared to be in substantial conformance with the design engineering report, with the following exceptions: - final turf stabilization& lawn maintenance to be completed in 2018 by owner. The as-built schematic of the replacement sewage disposal field with location ties to the dwelling is attached for your records. If you have any questio :4 ; Jo 4. . { 'al information, please contact me immediately. 4,�4*t• sr Sincerely, * �, NA•r ti Kevin L. Hastings, PE 12, 076269