The URL can be used to link to this page

Home My WebLink About0055 THANKFUL LANE - Health"i i " 1 TOWN OF BARNSTABLE LOCATION J rJ' �r�onic'�i\l Lc,,,k SEWAGE#QnI-+'005 = QJ V E INSTALLER'S NAME&PHONE NO. �ia., SEPTIC TANK CAPACITY J 1L-CQ CA,-,'V fi 1000 r1nN un tit%.3 o LEACHING FACILITY: (type)[c> �tcss cal (size) 1/,3'X 10 X a NO.OF BEDROOMS 4 i OWNER pZp�je 1 aic��F ��Cwa: PERMIT DATE: ( �S "I COMPLIANCE DATE: J-@'*—i-J Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5fi Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /y W Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ' i c� � C rj R N G p �_ g � � wo su No. O I I dC/� Fee F'0 , Pry THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes U` 2pplic tion for -Mispo8AY 6pstem (Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System N,4ndividual Components Location Address or Lot No. `j 5. �(�k_>� � L�.j Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �xT '.\Ch+2 S P)"1_Q Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ` Type of Building: 3Ci rSZ:z� : Dwelling No.of Bedrooms �} Lot Size to S hC_r1P_sq.ft. Garbage Grinder( Type g A � No.of Persons Showers( prCafet ria(✓) Other T e of Building '� CCs9SSc.�-t � Other Fixtures �r,A,,C._, ris'Ac-0 , �►ys !Lr',&clC- / Design Flow(min.required) 1 j gpd Design flow provided ° L u gpd Plan Date �`� ,3 (�Number of sheets 4 Revision Date Title �� c\ � i C` c u SSYI �C LYE S Size of Septic Tank iT U �T1,x, Type of S.A.S. Cxrlc� � �s , � i W t C N Description of Soil,-� . 'x LJ'3r X r Nature of Repairs or Alterations(Answer when applicable) :1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir . Intodeand not to place the system in operation until a Certificate of Compliance has been issued by this Board of He th. G i ed / D Date f Application Approved by / Date Application Disapproved by Date for the following reasons A4 oe� Y/Y Permit No. Date Issued 4. Fee /0 /Jd THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes r ftpfication for Bisposal 6pstpm Construction Permit Application,for aPermit to Construct( ) Rir .'Upgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No. �j Ski\ Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 2)9 2JI 1Orr �j Q\C\-,�e A�'1E Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. f i `r ee tl J Sc� oZ4 Li C , 5 Sds-X,f- • t Type of Building: 39Q SZ,,r o 3F ,. Dwelling No.of Bedrooms Lot Size O-/S ��sq.ft. Garbage Grinder(Ii/A e of Buildin g yp ^�CZC'SSr�•�t � No.of Persons Other T Showers( Plf (✓) Other Fixtures. Ln�� Ic �.� Q,� S c� 1 Le, Design Flow(min.required) / t gpd Design flow provided 5 gpd Plan Date d Q Number of sheets Revision Date 'Title o \r S c t SNCtYI �FX_pCt,,S\on Size of Septic Tank noa Type of S.A.S. 1� 1� _ yp �x�� ;c�s�,,�� I a 1�f Cfl P Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ^, -Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir en de and not to place the system in operation until a Certificate of Compliance has been issue by this Board of He th. j MY Si ed tf t a ('� Date t 3 Application Approved by Date Application Disapproved by ` Date for the following reasons { Permit No. Date Issued ; _._. _, --- - • --� THE COMMONWEALTH OF MASSACHUSETTS=-:-- ---�--- --^---_ ------ ." � ` BARNSTABLE,MASSACHUSETTS Certificate of Compliance 3�' Wd v fs THIS IS TO CERTIFY,-that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(,() 4 Abandorfed'.(r )by at ciiy,—, has been cons c e accc ee with the provisions of�Title'5 and the for Disposal System Construction Permit N ated Installer �' ,r1 -Designer #bedrooms Approved design flow _ f ,Dg gpd The issuance o this pdrmit shall not be construed as a guarantee that the system wil o �as�designed. l i Date 9 ' t Inspector / ►1_/ .� ------------...--------- - ------------------------------------------------------------------------------------------------ ----- No. / �J Fee i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction j3erluit t Permission is hereby granted to Construct( ) Repair( ) Upgrade ) Abandon( ) System located at 55 1 L.cr)P ^ eoiy and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with �I Title 5 and the following local provisions or special conditions. Provided:Cons ct•bn mu a cA leted within three years of the date of this permit. Date Approved by �Rs i _. Town of Barnstable SINE"�+ti� Regulatory Services ; Richard V. Scali,Interim Director • snxtvsrnaLe. �0� Public Health Division 1639n. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: j-;LA-, Sewage Permit# 0?0l4 -M5_ Assessor's Map\Parcel f L9 p3( Designer: Ccx�-_*.n 13�ex Installer: Address: Address: 5 --4-f, WPs- Oa UTA 4 On was issued a permit to install a (date) (installer) septic system at 5 5 Lc s� based on a design drawn by (address) dated (designer I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system 'referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the I\A approval letters(if applicable) ==`' y� (Installer s Signature) o �ip No.l c/t ( er's 1gnatur (Affix DrNgner4'!s,Sta p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Desiper Certification Form Rev 8-14-13.doc r. TRANS. NO.: CITY/TOWN: am APPLICANT: ADDRESS: 'C1n 0cn k3"Sl Lc o DESIGN FLOW: A40 gpd REVIEWED BY: DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel'number and lot number noted on plan [310 ✓ CMR 15.220(4)(u)] Locus Provided [310CMR 15.2204(t)] ,/ Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15,220(4)] ✓ Easements shown [310 CMR 15.220 4 b ] System located totally on lot served [310 CMR 15.405(l)(a) for / upgrades]-if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways, parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve / areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(0] daily flow septic tank capacity(required andprovided) soil absorption system (required andprovided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)( )] Existing and ro osed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR / 15.220(4)(h) and i)] V Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)1 Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR ✓ 15.220(4)(n)] Address 5S tic,n4c�r�l Lo..ctis� I �.o Tv T _ it;, Sheet 1 of 7 -f N/A OK NO Location of every water supply,public,and private`}[310:CMR 15.220(4)(k)] within 400 feet of the proposed system location'in'tlie`case of surface water supplies and gravel packed public.water.su l • . :}, �.r, "" within 250 feet of the proposed system location in the case within 150,feet of the proposed system location in the case 1- �- I "O''! r of private water'supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other°subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220 4 0 ] Stamp of designer.[3 10 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered,Land Surveyor(required if construction activities within 5 ft.,of lot line 310 CMR 15.220 3 [ ( ] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? ✓ [310 CMR 15.103(4)] Test Holes adequate'to confirm adequate groundwater separation? / [310 CMR 15.103(3)] Benchmark within 5045' of system [310 CMR 15.220(4)(g)] Materials specifications noted? various sections of 310 CMR P [ 15.000 System components not> 36" deep (unless Local Upgrade / Approval or LUA re nested) [310 CMR 15.405(1(b)] v r AddressJF'JC 1 L erg " L a'TU C:�".Sheet 2 of 7 i I N/A OK NO Size OK? [310 CMR 15.223 1 ] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" +5"per foot for increase ft depth [310 CMR ✓ 15.227(6)] Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(l)] ✓ Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR_15.227(5)) or permitted for u M upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" b 7/07 [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, ✓ two fors stems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR ✓ 15.228(2)] > 10 ft from building foundation [310 CMR 15.211 1 Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] ,/ Setbacks from resources [310 CMR 15.211] � P�� 6✓ % %''.' /G///" /!/�a ;'.y,e / „�f- 9 �/ r �33333j}��'� ; 3 Required when otherahan single-family dwelling or flow>1000 d [310 CMR 15.223 1) b ] ✓ First compartment 200% daily flow; Second compartment 100% ✓ daily flow 310 CMR 15.224(2)and 3 ] "U"pipe through or over baffle, outlet of each compartment with / as baffle or approved filter [310 CMR 15.224(4)] V V R Y w Address 5 S ra r.,!". F I ` Sheet 3 of 7 i r yz r ».� l .s�l'» 4 t 7 (!L w N/A OK NO s ; Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at,least 18" below water line (when water and sewer cross, see 3.10 CMR 15.211 1 [1] ✓ ` Cleanouts required/provided? 310 CMR 15.2212(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches ✓ and beds 310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified,,(310 CMR 15.251(5) specifies various pipe / types allowed) V Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a ] Splash plate or baffle tee required on inlet/provided? (when ✓ pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.23 2 3 fl] Inside minimum dimension 12" 310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd / 310 CMR 15.232(3)(d)] ✓ �,• :.I: it A „y �ti " , > Capacity(emergency storage above working=design flow)? [310 ✓ CMR 231 2 ] Proper setbacks 310 CMR 15.211 same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and 8 ] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address 55 _T�n o wk 131 Leo, ( a1-61 j: -. ,.4� r •a;'.:a „� Sheet 4 of 7 T O NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] Required separation to oundwater? [310 CMR 15.212)] Aggregate specified as double washed 310 CMR 15.247(2)] System Venting required/provided? (system under driveway or / >36" deep) [310 CMR 15.2411- ✓ Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] �' Breakout requirements met? (No violation of breakout elevation within 15,ft of SAS unless barrier) [310 CMR 15.211(1)[4] and ✓ ' Guidance Document] ,/ Chambers and Gal. in trench configuration supplied with inlet r. / eve 20 ft. [310 CMR 15.253(6)] �/ Each structure with one inspection manhole (if>2000 gpd must ` be to grade) [310 CMR 15.253(2)] Aggregate I' minimum-4' maximum. [310 CMR 15.253(l)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet eve 40 s . ft. [310 CMR 15.253 6 ] Width 2' minimum 3' maximum [310 CMR 15.251(1)(b)] 100 feet- maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width'whichever eater 3x if reserve between trenches) [310 CMR 251 1) d ] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] ri rvrd ii ar./ F n,fia/r r,/ niri' ri/ M,li/:ii/ 7�dY.Fen.";,iiiw f r minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM RI5.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 v CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(0] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address ^S rtr, ,J 1 en 15�,1 (✓ � � � :�. `f ,�; �.�M,•,yr,- �.��Sheet 5 of 7 i a+ �';r,�,Fir -s.. `�y`,.'h�, '•:ram ;.3 N/A OK NO 3 -.n as .,f•;,�a ^�I �h �t��' ,Ein. ° >u,�unAtk#.�.( �"�� ..r�kr�W,ur«w Eo i�,r,,,�, "P. Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A 1� Remedial Use Approvals] If used in gravelless system`-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly >2000 dgood to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet N the specification of 310 CMR 4 5.25 5(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15:252(2) and ✓ Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. V recommended) [310 CMR 15.255 2 e ] 6 3 EE EE fE EEi flj'(i'(1Y( `( (j4 W�l+EyY iY 9"YY„Ylj}YF( •'f 4 .'•a.. �7�- �i..,.. �3t. a s, E EYts L'u£'V: lud., as _.u�`�..»F3: _ Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on se arate circuits Did the applicant submit an operation and maintenance manual? .%"`s Hasa licant submitted'a"copy of a maintenance Are the variances listed on the plan? [310 CMR 15.220 (4)( ] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] �/ Address .Sheet 6 of 7 Jam' N/A OK NO ri/..6if/, /ice: .rr,.✓.�s ri/i r,,, f 9(R9 � � -J S 3 •, Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? / [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] i f 3 33 Pumping to septic tank? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address �ec�1F _ \ Sheet 7 of 7 f i VV CD V O nn Ol � � •- e Cf) O Z �+ + O cu 3 �1 n O C O . O O o Bath u O F- C ° O n Bath n O m r- I CD CD <° QQ 0 n n n ° a � n a E ; 4 BR HOUSE FLOOR SCHEMATIC a ( Description Provided By Owner ) a y Pi N Bedroom � . Kitchen m Dining . UTILITY ROOM Living Room STO RAG E dower bevel Accessory Apartment I Town of Barnstable Regulatory Services g Y Richard V. Scali, Interim Director BAM STABL& # Public Health Division FO MA'S Thomas McKean,Director _ 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: e. _ Assessor's Map\Parcel• Property Owners Name: '�CbD . -,v '9,\ctt E In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes N\A L� ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (l 5 page Standard Conditions letter and the specific technology letter) ❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual ❑ Y-For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) _ and the Approval ❑ 1 For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 agree to comply with all terms and conditions above. Property Owners printed name r �- Property Owners Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification.doc Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108 617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin 5uuberg Lieutenant Governor Commissioner Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use Revised: February 3, 2016 These Standard Conditions apply to Alternative Soil Absorption System(Alt. SAS) technologies for disposal-only as well as for technologies providing both treatment and disposal. Currently these approved alternative technologies include the following, Alt. SAS Disposal-Only, • Contactor,Field Drain Contactor, and Recharger Chambers,by Cultec, Inc. • Biodiffuser&ARC Chambers,by Infiltrator Systems, Inc. • Infiltrator Chambers,by Infiltrator Systems, Inc. • Eljen Mantis M5, by Eljen Corp. Alt. SAS Treatment with Disposal-Patented Sand Filters, • Eljen GSF Geotextile Sand Filter System,by Eljen Corp. • Enviro-Septic Wastewater Treatment System,by Presby Environmental, Inc. • Advanced Enviro-Septic System, by Presby Environmental, Inc. • Simple-Septic Wastewater Treatment System,by Presby Environmental, Inc. An alternative SAS may be appropriate for new construction, increases in flow, or for the upgrade of an existing failing, failed,or nonconforming system where reducing the disturbance of the site is desired. Alternative Disposal-Only technologies approved by the Department may be substituted for conventional SAS's allowed under Title 5. The alternative Chamber technologies,when compared to conventional Title 5 chambers,provide options from some of the Title 5 requirements such as offering plastic instead of concrete chambers and eliminating the need for stone aggregate around the chamber while allowing higher loading rates and reduced effective_leaching area. Other options include Chambers installed with aggregate meeting the requirements of Title 5,however Alternative Chambers used with aggregate are not allowed higher loading rates which must remain the same as required by Title 5 for conventional chambers with aggregate. In addition to alternative Chambers, disposal-only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System design. This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-500-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper r r Standard Conditions for Alternative Soil Absorption Systems Page 2 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 Alternative Treatment with Disposal technologies approved by the Department refer to alternative leaching systems that have demonstrated higher removal of organics and suspended matter prior to the percolation of wastewater into underlying unsaturated pervious soils when compared to conventional leaching systems. Higher loading rates are allowed than would be permissible with a conventional design and additional relief from other design standards is permissible for upgrades. A System approved under these Standard Conditions consists of a septic tank conforming to the requirements of Title 5, either conventional or I/A approved, followed by the Alt. SAS which may provide for a reduced effective leaching area. The use of an approved Alt. SAS, subject to these Standard Conditions,requires among other things: • A Disclosure Notice in the Deed to the property for installed Systems according to the following: • when installing an Alt. SAS Disposal-Only System(chambers or Eljen Mantis M5) a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System under the General Use Certificate a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System under the Approval for Remedial Use a Disclosure Notice in the Deed to the property is required in accordance with 310 CMR 287(10); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • Notification within 24 hours by the System Owner to the Local Approving Authority (LAA) of any System failure; • When System requires pumping prior to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with these standard conditions and the Technology Approval's Special Conditions. This Approval does not address the use of the following alternative SAS's,which are covered under separate Title 5 I/A Program Approvals: a) Drip Dispersal Systems b) Bottomless Sand Filters Definitions and References The term"System"refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval"or"Certification"refers to these Standard Conditions; the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. Standard Conditions for Alternative Soil Absorption Systems Page 3 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 The phrase "new construction" always refers to construction of a new facility or any increase in actual or design flow to any existing system above the approved capacity. The phrase "upgrade of a system" or the term"upgrade" or the term"remedial site" refers to any repair,modification, or replacement of a whole system or a component of an existing failing, failed or nonconforming system where there is no increase in the actual or design flow to the system. The Conditions contained herein MUST be read in conjunction with any Special Conditions that are technology-specific. I. Purpose , 1. These Standard Conditions shall apply to all Alt. SAS technologies identified in a M General Use Certification or a Remedial Use Approval as either a Disposal-Only technology or a Treatment with Disposal technology as listed above. In addition to the Special Conditions contained in the technology-specific Approvals, the System shall comply with all these"Standard Conditions for Alternative Soil Absorption Systems", except where stated otherwise in the Special Conditions. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing systems and systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. With the other applicable permits or approvals that may be required by Title 5, the Approval authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 4. Provided that the Local Approving Authority (LAA) approves the System in conformance with the Department's Approval for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis,pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. II. Design and Installation Requirements 1. Where any contradiction may exist in design standards between the Company guidance and the requirements of Title 5 or this Approval, the design shall meet the standards of Title 5 and this Approval unless the Company guidance is more stringent. 1 m Standard Conditions for Alternative Soil Absorption Systems Page 4 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 2. In accordance with 310 CMR 15.240(6), absorption trenches should be used whenever possible. Accordingly, approved Disposal-Only and Treatment with Disposal Alt. SAS Systems shall be used in trench configuration whenever possible, unless a different configuration is allowed by the Approval(s) Special Conditions. 3. The Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223-15.229 or approved as an Alternative technology per 15.280-15.288, connected to the building sewer and followed in series by the approved Alternative Soil Absorption System. A 1,000 gallon septic tank may be allowed in accordance with the provisions of 310 CMR 15.404(3)(a). 4. The Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 5. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 6. For new construction or increases in flow, the System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 60 minutes per inch(MPI); b) A site evaluation, in compliance with 310 CMR 15.100 through 15.107, must be approved by the Approving Authority and the site must meet the siting requirements for new construction; c) The record drawings, approved by the LAA, must clearly indicate an area for a full- sized conventional primary SAS and a full-sized conventional reserve area that are for the sole purpose of on-site sewage disposal; d) Where the System has reduced the effective leaching area, as allowed by the Standard Conditions, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area; and e) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. For the upgrade of a system, the installation of the proposed System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 90 minutes per inch (MPI); b) Prior to approving the installation of the System, the LAA must determine there is no increase in the actual or proposed design flow; Standard Conditions for Alternative Soil Absorption Systems Page 5 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 c) Prior to Local Approval of the System,the Designer shall show on the plans the maximum available area for a conventional system(without reserve) designed in accordance with the standards of 310 CMR 15.100 through 15.255. d) The proposed System must include the approval by the LAA for the upgrade or replacement of all other existing components, as necessary, to comply with the standards of Maximum Feasible Compliance (MFC) of 310 CMR 15.404; e) The record drawings, approved by the LAA, must clearly indicate an area for the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection; f) When evaluating the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection, the Designer shall consider these options in the following order: i. a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 that can be built feasibly, with the exception of providing a reserve area(15.248);' ii. a conventional system that can only be built feasibly under a'Local Upgrade Approval (LUA); iii. where a conventional system cannot be built feasibly under a LUA, a Bottomless Sand Filter, in conjunction with a Secondary Treatment Unit; iv. where a System can only be built feasibly with variances, a System that has been demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree necessary and have the least effect on public health, safety, welfare and the environment(the System may be an Alternative System with variances); or v. a tight tank. f f) The installation of the proposed System shall not disturb the site in any manner that would preclude the future installation of the best feasible replacement system that could be installed to replace the proposed System. Components of the proposed System may be sited in an area for the future installation of the best feasible replacement system,provided that it does not render the area unusable'for a potential future replacement system;.and g) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures in the area for the best feasible replacement system that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future installation of the best feasible replacement system. 8. Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading Rates For new construction or increases in flow, the required effective leaching area may be reduced up to 40 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a),provided: Standard Conditions for Alternative Soil Absorption Systems Page 6 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) a minimum of 400 square feet of effective leaching area shall be installed if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area; (Facilities with small flows that would not require 400 sq.ft. of effective leaching area, when designed in accordance with Title 5, may be built with less than 400 sq. ft. provided that no reduction in effective leaching area is taken). 9. Alternative Design Standard to 310 CMR 15.242(1)(a) and 15.245(4), Effluent Loading R� ^ For the upgrade of a system, the System shall be subject to the following: a) For soils with a percolation rate of 60 minutes or less per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a); b) For soils with a percolation rate of between 60 and 90 minutes per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4); c) Unless allowed under the Special Conditions for the Technology; no additional reduction in the effective leaching area is allowed under an LUA or a variance that would result in a reduction greater than 40% of that which would be required under 310 CMR 15.242(1)(a) and 15.245(4), respectively. Any other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance; and d) A minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where 400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 10. Specific Conditions for Treatment with Disposal Alt. SAS Technologies a) The use of aggregate as specified in 310 CMR 15.247 is not allowed with Patented Sand Filters. b) Unless determined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow. When installed for a facility with a design flow of 2,000 gpd or greater, approved Patented Sand Filter Systems are exempt from the requirement for pressure distribution under 31.0 CMR 15.231. c) Patented Sand Filters shall not be installed in a Nitrogen Sensitive Area(NSA)to serve facilities with actual or design flows of 2,000 GPD or greater since those facilities require installation of a Recirculating Sand Filter(RSF) or equivalent technology. Patented Sand Filters may be installed as a disposal-only alternative Standard Conditions for Alternative Soil Absorption Systems Page 7 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 technology when used in addition to an approved Secondary Treatment Unit (reduction of BOD/TSS). When a Patented Sand Filter is used in this type of septic system design, only the reductions permitted in the Secondary Treatment Unit's(STU) alternative technology approval, such as a reduction in SAS size, depth of naturally occurring pervious material or depth to groundwater, are allowed. d) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with Section II,paragraph 5 of the Standard Conditions for Secondary Treatment Units Approved for Remedial Use. In no case, shall the reductions allowed under the Standard Conditions for Secondary Treatment Units be combined with any reduction provided by this Approval, the alternative technology's Remedial Use Approval Special Conditions or with any reduction that may be allowed under the procedures of Local Upgrade Approval or variance procedures of 310 CMR 15.401-415. 11. Specific Conditions for Disposal-Only Alt. SAS Technologies a) In a NSA, as defined in 310 CMR 15.215,Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a RSF or equivalent technology, as required by 310 CMR 15.202(1). Under this Approval, Disposal-Only Alt. SAS technologies shall not be installed in an NSA to serve facilities with actual or design flows of 2,000 GPD or greater unless installed in conjunction with a RSF or equivalent technology. b) For new construction or upgrades, a reduction in the effective leaching area may be taken in accordance with the conditions and limitations imposed by the approval of the Secondary Treatment Unit employed. (approved Alternative Chambers may be installed with or without aggregate for the disposal of effluent from an approved Secondary Treatment Unit, see paragraph 11(e)below.) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with the conditions and limitations imposed by the Remedial Use Approval of the Secondary Treatment Unit employed. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be made less stringent. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be combined with any reduction provided by this Approval or combined with any reduction that may be allowed under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. c) For the upgrade of a system, installations without secondary treatment are entitled to reductions in depth to groundwater or depth of naturally occurring,pervious material only to the limits that may be allowed by the LAA under the procedures of Local.Upgrade Approval or the variance procedures of 310 CMR 15.401-415. d) The use of aggregate as specified in Title 5, 310 CMR 15.247 is not required. Standard Conditions for Alternative Soil Absorption Systems Page 8 of 1.5 General Use and Remedial Use Approvals Last revised February 3,2016 Chambers Specific Standard Conditions, e) The installation of approved Alternative Chambers with aggregate is allowed provided that it complies with the aggregate requirements of 310 CMR 15.247. However,when approved Alternative Chambers are installed with aggregate the reduction in effective leaching area provided by Standard Conditions II (8) and (9) is not allowed. Only when upgrading a system, approved Alternative Chambers installed with aggregate may be allowed a reduction in effective leaching area(up to.25%)under the limitations and procedures of a Local Upgrade Approval (310 CMR 15.401-405). f) Effluent pressure distribution shall be provided for actual or design flows of 2,000 gpd or greater and shall be designed in accordance with Department guidance. The effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area as may be provided under this Approval may be taken when using the loading rates for pressure distribution, as stated in the regulation. 12. All System control units,valve boxes, distribution piping,conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 13. When pumping is required to a distribution box or to a SAS pressure distribution tank, the System pump chambers/tanks shall be equipped with sensors and high-level alarms to protect against high water due to pump failure,pump control failure, loss of power, system freeze ups,backups, etc. Emergency storage shall be provided when pumping to discharge is employed, including but not limited to,pressure distribution. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System including an additional. allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 14. System control panel(s) including alarms and controls shall be mounted in a location always accessible to the operator(Service Contractor). Any System malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 15. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system,back up or break out. 16. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 17. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type Standard Conditions for Alternative Soil Absorption Systems Page 9 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred) Facilities with multiple SAS's shall have an inspection port in each. 18. Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the'Local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Techno logy, stating' that the property Owner: i. has been provided a copy of the Title 5 I/A technology Approval,the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; ii. for Systems installed under a Remedial Use Approval, the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); iii. if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and iv. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace,modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 19. The System Owner and the Designer shall not submit to the LAA a DSCP application for the use of a Technology under this Approval if the Approval has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes the Approval. 20. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 21. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the LAA, and the System Owner that(s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 22. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. Standard Conditions for Alternative Soil Absorption Systems Page 10 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 23. Prior to the issuance of a Certificate of Compliance the following shall be provided: a) the System Installer and Designer must provide certification in writing to the LAA that the System has been constructed in compliance with the terms of the Approval; and b) For System pgrades installed under a Remedial Use Approval the System Owner shall provide a copy of record and/or register the Deed Notice required by 310 CMR 15.287(10), to the LAA. The Deed Notice shall be completed as follows: i. a certified Registry copy of the Deed Notice bearing the book and page/or document number; and ii. if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry,bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 24. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. a) If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and b) When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the LAA. III. Operation and Maintenance 1. For Systems with design flows of 2,000 gpd or greater where the effective leaching area installed is less than 7 5% of that required by Title 5 (310 CMR 15.240(4)), measurement of the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection port(s) and any other available access to the distribution system. Inspector must be an Approved System Inspector. 2. Whenever an Alt. SAS system's inspection port ponding depth is measured and indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding within the SAS is above the invert of the distribution system, the System Owner shall be responsible for the submittal to the LAA within 60 days of the,follow-up inspection, a written evaluation of the System with recommendations for changes in the design, operation, and/or maintenance. The Standard Conditions for Alternative Soil Absorption Systems Page 1 I of 15 General Use and Remedial Use Approvals Last revised February 3,2016 written evaluation with recommendations shall be prepared by a Designer and the submission shall include all monitoring data and inspection reports for the previous 3 years. Recommendations shall be implemented, as approved by the LAA, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IVA. 3. For Systems less than 2,000 gpd or facilities where the effective leaching area installed meets the requirements of Title 5, the System shall not be required to be inspected at any greater frequency than would be required if the facility was served by a conventional system,unless the LAA, Company, or Designer requires more frequent inspection. 4. If at an time a septic stem with n y p y a Alt. SAS is inspected by a System Inspector, the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in,the vicinity of the Alternative System; d) depth of ponding within the SAS; e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and volume(s)pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events,the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis and results of previous samples, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement,whether routine or for repair; and p) further corrective actions recommended, if any. 5. The System Owner shall maintain copies of any service records or inspection reports and all reports and notifications to the LAA for a minimum of three years. 6. Unless directed by the LAA to take other action,the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the Standard Conditions for Alternative Soil Absorption Systems Page 12 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a), items 1 or 2 (sewage backing up into facilities or breaking but to the surface). IV. Additional System Owner Requirements 1. For System upgrades installed under Remedial Use Approval,prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the LAA within 10 days of giving such notice to the transferee(s). 2. The System Owner shall not install,modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the LAA which covers the proposed work. 3. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner shall be responsible for the notification of the LAA within 24 hours of such determination. 4. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the System Owner shall provide written notification within five days, describing corrective measures to the local board of health and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian,provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit and, if training is required,the Installer shall be certified by the Company as qualified to install the System. 5. To determine whether cause exists for modifying,revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the System Owner shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. Standdrd Conditions for Alternative Soil Absorption Systems Page 13 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 6. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. V. Company Requirements 1. The Approval shall only apply to the model unit(s) with the same model designation(s) specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the unit(s), installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit(s) as applicable. The Company shall be responsible for verification of the appropriate model unit(s) as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in the Approval. 2. Prior to submission of an application for a DSCP,the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An owner's manual and, if alarms are provided, including response procedures; c) A copy of the Company's warranty; and d) If training or certification is required by the Company, lists of qualified Designers, Installers, and Service Contractors. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and any System with a design flow of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. If the Company requires trained or certified Designers, Installers, or Service Contractors, the Company or its authorized agent shall make available programs of training and continuing education, as necessary. The Company or its authorized agent shall maintain, annually update, and make available by February 15th of each year, lists of trained or certified Designers, Installers, and Service Contractors. If training or certification is required, the Company shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. Similarly, if training is required, the Company shall ensure distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. Standard Conditions for Alternative Soil Absorption Systems Page 14 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 5. As part of any training programs for Designers, Installers, or Service Contractors, the Company or its.authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. ' 6. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s)with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 7. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 8. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met the pp pp Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 9. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all distributors and resellers of the System. 10. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 11. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual and, if alarms are required, including alarm response procedures; d) a copy of the Company's warranty; and I Standard Conditions for Alternative Soil Absorption Systems Page 15 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 e) if training or certification is required, lists of qualified Designers and Installers. 12. The Company shall maintain the following additional information for `Treatment with Disposal' Systems installed in Massachusetts, and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's name and mailing address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow, the model installed; and b) the installation date, start-up date, current operational status. 13. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and reselle_rs. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities,respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit("DSCP") Application is submitted while the Approval is in effect,may be permitted, installed, and used in accordance with the Approval,unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to,non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. . —way-•.,e:-,�, —+„�.-.�».-a-- �-- Cp 10 tIA -ram � •- � � +�• �q � 4 a� � � � .r a , � . r-�. i • I Cam" .i- # 4 +► s .w } .40 _._ u ,�, _ (i, La ; _x L% ^� Via- #� �}°' �' . .�.. d5. +C= -a,} C'• i" � +: .J 1 4wWh 9 t. �1 ! ..y. .�, - S• r' ,�.. otr. - .;a{,. � _ - �- °�''-_...,�,....e. ..,m ...ak. g. .� ., ,w. .,� �p .• 4� w i +. +w r• - o .w - .. -al- .�- ♦ y�-..1. - }. ��[w-_ .�„.. .#. .-g: .: .+� +ii a r >r. - Z t 4 Health Department Drop-Off Hours: 8:00 AN — 4:30 P.M Town of Barnstable Received by Health 'THE rph Regulatory Services , Department on Richard V.Scali,Director eA M^ i639• Public Health Division �� °re°err► Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 ACCESSORY AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE Property Address: Assessor's Map/Parcel Number: Applicant(s) Name: en)3ee-4 + J') (( Phone: ,S6y- n E-Mail: C, � cow Size of Lot: vl Gr,re— 2a. How many bedrooms exist at your property now? 2b. How many bedroom are you planning to add as part of the.Accessory Affordable Apartment Program application? cot,ve�r,� -Grory-,-co-nn, I� 2c. How many bedroom total are proposed at this property (including the Accessory unit)? 2e. Is the pro,osed Accessory Apartment contained within: the main house; OR a detached structure 2f. Submit floor plans for all buildings on the entire property. Show all existing rooms in the dwelling and the proposed accessory apartment. Label each room clearly. Label measured width of all open doorways. Use straight edge for hand drawn plans and be sure all labeli is legible. Signed Date: 1 ACCESSORY.AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE FOR STAFF USE ONLY 1. Is the dwelling connected'to Town sewer? ❑ Yes 2l�o 2. Dwelling located ❑ INSIDE ❑ OUTSIDE the Saltwater Estuary Protection Zone 3. Dwelling located ❑ INSIDE ❑ OUTSIDE public supply well Zone of Contribution 4. Dwelling is connected.to ❑ ON-SITE WELL V6B-*LIC WATER' 5. Disposal works construction permit on file? 2--f s ❑ No 2 d 7— ©0 6. If yes, how many bedrooms were allowed by this permit: bedrooms 7. Were building permits obtained for,additional bedrooms? M es ❑ No 8. Engineered septic system plan: a. On file at the Health Division? , Yes ❑ No ' b. If proposed accessory unit is detached from principal dwelling, is that plan on file? ❑Yes ❑ No 9. Existing septic system capacity is A_ bedrooms For the accessory unit to receive approval from the Health Department the following action must occur: . ` xisting system accommodates proposed additional bedroom(s) ❑ Upgrade existing system to accommodate additional bedroom.(s) ❑ Must remove a bedroom from the main house ❑ Must connect detached structure to the existing septic system ❑ Must install septic system for the detached structure ❑ Other Sign e Date f '7 2 K (1..-.-.-d-• -�:.=iw. -eTS:+..'..�`-• +,�r� _....�._+-..�+!R-..-'.s�.va-.,•F� ..,{._..'r x.�-...,.•-j�...- -. L -'.� -c�L�/N.� l.�j _ .. -m� _- k -qaf- .-,ctiy-„�- -�*,,,.; �.-,.,.�, �, r F.. y<...w_,r ._f:-•-.:�,.'-,.- '- �':�. ..�!.. ..<re�q •,a._...,_.� „^..,r3,-_..,... ...n y - � �,.,�,:,a, _K-a.,�? ...g .._�c�.. --�,. .- � - -- a _..-... 4 , T : E 4 , j • k:z.....-y.� ..<�� .,.,-xek-•.. ...�•s, .-...� -._-E_...-„� �.::.-":.w+.. �-. -fi. .+E.,. .+i�•,:.,. ��E.. "7..,-:+•,.�-•�+k:.f.w.,.' -8,..-a-. __,..;2-•-. ..,.. ..-. t 1 ' t V1r ir^•�:-n-h ga.:. \/� "g �,,.-,,.••rai:..,-,.� .�.aR-a+�. �••<. .�-•, -:�-k:c1 -a ,._.,P,. -..�.:,�....,�.__-`}.'....--.a. .,&:-.s. �,. ��,.-..,...,,w > _ _....K-,.,�:: TO 0 ba nk Til p s : Al4-4 • t, r . • v .�1 c r io... 'e.-��eN-: +�':V•r,r. .ry::.--�'• E� •-'�B- - _ ",a• _ -_'�+�� a!�a„E--'.'^,¢n^.'•V-�,..e<.'ak' ,�.-:.-+,., .S. �(�:...-,..,� ,�. .,-t g t j i F Ja kk-••,..�.` t vv\r ?a!-: +LrS �;,�.✓.,v,,.�%�-y�'. :'a-_``�El•" �-� t...••-..y+a: 6 �:>»i* .-....�.. -2.i:.•x,.s6. Y�.e „i„_ ,�� _.-.,KK- ..:.:W- _ _P .:.?:9.�..-.r = ...,. �',:.'jr.®. �C.,... .•.:..»,..,. �....a-<a-.• _,r.f :ate ,.s,_:...:,2. '�-•'�, � --. ....,4a. 'y: -_ �_..-,� -._ ., Y r-__-,�, .-•;:�.�..� .. .�:-�_�..... 'x- -' r s. .,:�� .,::,.. � ;.�. ::: .: W/ �, , .. ..�;T o"�..::�r�„ .; :; -y"�. - �..-;: � :o .:�c>. •w �':r ._y�-'•.,.E,�',:•- ��rn+..ti�;�ifiv,� � � :. �, �_ .. ,�_. � :� - � �,• fir_ _ ¢ ..,� l F3:„p-: .f.a,.,� `�'•: _ T, r -�, >�- -�� 3 .r.... ��. y .-_ ti'�"� -?, .$fir` ,'- F,�-�' ;hu:'. r�j� V' - ,• -q IIIt1f JJJJJJ'''"' , "iCC''S rn , �- - - _ -- - = vl 'i�...,..:�. ... y_. �.- .�:�:.. ..., � ~�. h :.' ..�+.ct!v3.�::Sae' fe7,�, c. ,tvU ..=. �� _ ,•.w:.-,•�,s•. y.. %.-'r "a: � :•W ':cnr _ 5' s T I A IF _71 AN ::.-,.� _ ':}.. �a�r.�?3 �4.. � 1� '-S�i^:C. .�'+ti.� S� �tn �- A� ? u"3'::. 7YM^ .. �`aT_�% � Y'ry �'n' _YF' S�:i�� "cf5'✓�ii'(7=Z� f 5 r7: aF `'`'. -•,•:a' :,,e =a ':. -� Rw..,. sw,r 41 IL �'�� _��- s"'" _�e •r .:6 i.-�,Prx+�ik�b _:�, r. r �.st.. �aav,' ,1 ,,. n�:.a ^:,r+; zc "�ffi � . Y' �ui�eP. vsm 'ram � � y b .---•-�^-- ---� ---aib� {�- -�--- --- `�`�.. ^-•.-^�---:' '�-�--��.>..-.,�._... •*Erg--.-.sb- g�`•.��M-m 3 � -�-- Town of Barnstable .P# 1, 3• 34 Department of Regulatory Services . RMWSTAMZ p: Public Health Division Date 14 200 Main Street,Hyannis MA 02601_, a t „a{l�I,J. Fp MKt� .j".1 s•f ;41,i..'r. {'g3 .-J {4 Date Scheduled ��. : d7 (� Time ]D:0 Fee Pd. iN,ob a M t Soils t bility,Assessment for Sewage Disposal, Performed BY: Witnessed By: ( r, LOCATIO K&GENERAL INFORMATION Location Address .` ' ` Owner's Name ';Tv 1NA AW Address � J•(f(1�SZ F Assessor's Map/Parcel:' Engineer's Name (2.CA-MP4-) Sh NEW CONSTRUCTION REPAIR X, ^ Telephone# 6' Land Use �j l \.Slopes(%) o Surface Stones Distances from: Open Water Body i t�(Rft Possible Wet Area ft Drinking Water Well N I ICY ft t t —rrr"" Drainage Way ° fr .ft Property Line r IPS ;ll Other r `�� ,`•ft�- SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I r tPl Qo•1 G Parent material(geologic) C),r'Lag, S Depth to Bedrock Depth to Groundwater: Standing Water in Hole: ZQ C�7' Weeping from Pit Face CI\P- Z!AD S Estimated Seasonal High Groundwater NALN. IRSS0p et\ DETONATION FOR SEASONAL HIGH WATER'TABLE , Method Used: ia� Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: a in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level „Adj.factor Adj.Groundwater Level PERCOLATION TEST Date��>rTime p o Observation _ - _ Hole# _ Time at 9" �te Depth of Pere t t P � Time at 6" Start Pre-soak Time Q D OC Time(9"-6")M u-.) End Pre-soak Rate Min./Inch R Site Suitability Assessment: Site Passed /\ Site Failed: Additional Testing+Needed(Y/N) T� r -ti Original: Public Health Division- _1 Observation Hole Data To Be Completed on Back----------- - ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC -i _ �l� DEEP OBSERVATION HOLE LOG Hole#�_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stmeture,Stones,Boulders. P' C •s..i Consistency.%Gravel) 0 -L't fa S L. YR 31A w/A' 1pcsc�� ., n DEEP OBSERVATION HOLE LOG Hole#;. Depth from+ ^"'''Soil Horizon Soil Texture Soil Color - -Sod`- • `" '-Other Surface(in.) f, a i (USDA) (Munsell)w Mottling' ',(Structure,Stones,Boulders. • Consistencv.%Gravel) 46, uJ ; " f t .A 1,9 z 3C-14te'- , Mo. Sid '2 5y L� DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture 4 i Soil Color Soil f Other Surface(in.) t (USDA) (Munsell) Mottling, (Structure,Stones,Boulders. Consistency.%Gravel) t t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sloil Texture Soil Color Soil Other Surface(in.) _ r� (USDA) (Munsell) Mottling (Structure,Stones,Boulders. •`�& Consistency.%Gravel) t t i Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No_V" Yes f' Within 100 year`flood boundary No Yes �d• 3 Depth of Naturally Occurring Pervious Material r " Does at least fourteekof naturally occurring pervious material exist in all`areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? •V Certification I certify that on 1 o (date)I have passed the soil evaluatot`ezamination approved by the Department of Enviro n�iental Protection ane that the above analysis'Was performed by me consistent with the required trainin p se Xnerience described in 310 C.MR 15.017. Signature DateT3 1 Q:\SEPTIC\PERCFORM.DOC x l Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02100 517-292-5500 Charles D.Baker Matthew A.Beaton Governor - Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Infiltrator Water Technologies,LLC. P.O. Box 768 6 Business Park Road Old Saybrook, CT 06475 Trade name of technology and model: High Capacity chamber, High Capacity H-20 chamber', Quick4 High Capacity chamber, Quick4 High Capacity HD chamber, Quick4 Plus High Capacity chamber (8- inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard chamber, Quick4 Standard HD chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber{8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (8-inch invert), Infiltrator 3050 (Storm Tech SC-740) chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4 Equalizer 24 LP (Low Profile) chamber(6 inch invert), and Quick4 Equalizer 24 LP (Low Profile) chamber(2 inch invert) (hereinafter the "System"). Schematic drawings of the System and a design and installation manual are a part of this Certification. This approval allows the installation of the above identified chambers without aggregate. Transmittal Number: X259183 Date of Revision: February 19,2015,modified June 12,2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Infiltrator Water Technologies, LLC., P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the,System Owner with the terms and conditions set forth below. Any noncompliance with the, terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. June 1.2, 2015 David Ferris,Director 'Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800.439-2370 MassDEP Website:wwaw.mass.gov/dep Printed on Recycled Paper L Infiltrator Chamber,Infiltrator Water Technologies. Page 2 of 6 Approval for General Use—June 12,2015 I. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16 x 48 x 11 6 Quick4 Equalizer 24 LP (6-inch invert) 16 x 48 x 8 62 Quick4 Equalizer 24 LP (2-inch invert) 16 x 48 x 8 2 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x-12 6 Standard Chamber 34 x 75 x 12 6.5 Quick4 Standard 34 x 48 x 12 8 Quick4 Standard HD 34 x 48 x 12 8 Quick4 Plus Standard(5.3-inch invert) 34 x 48 x 12 5.3 Quick4 Plus Standard(8-inch invert) 34 x 48 x 12 8 Quick4 Plus Standard LP (3.3-inch invert) 34 x 48 x 8 3.3 Quick4 Plus Standard LP (8-inch invert) 34 x 48 x 8 83 Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.254 High Capacity Chamber 34 x 75 x 16 11 High Capacity H-20'Chamber 34 x 75 x 16 11 Quick4 High Capacity 34 x 48 x 16 11.5 Quick4 High Capacity HD 34 x 48 x 16 11.5 Quick4 Plus High Capacity(8-inch invert) 34 x 48 x 14 8 Quick4 Plus High Capacity(13-inch invert) 34 x 48 x 14 135 ' This approval allows the use of the high capacity H-20 chambers but makes no determination as to the chambers meeting the H-20 loading requirements. 2 Includes Infiltrator MultiportTm invert adapter attached to the side of the end cap. 3 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 8 Endcap. 4 Only systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2. 5 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 12 Endcap. 2. The System is an open-bottom leaching unit molded from polyolefin resin. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. If the System is installed with stone aggregate then the "Effective Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in accordance with the provisions of 310 CMR 15.000. Infiltrator Chamber,Infiltrator Water Technologies. Page 3 of 6 Approval for General Use—June 12,2015 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from end cap to end cap including end caps. 4. For new construction or upgrades, the applicant can size the System in a trench configuration,using the effective leaching areas presented in Table 2. Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites' Effective Effective Model Leaching Leaching Area Area SF/LF SF/LF Equalizer 24 3.76 N/A Quick4 Equalizer 24 3.90 N/A Quick4 Equalizer 24 LP (6-inch invert) 3.90 N/A Quick4 Equalizer 24 LP (2-inch invert) 2.78 N/A Equalizer 36 4.73 N/A Quick4 Equalizer 36 4.73 N/A Standard Chamber 6.53 N/A Quick4 Standard 6.96 N/A Quick4 Standard HD 6.96 N/A Quick4 Plus Standard(5.3-inch invert) 6.20 N/A Quick4 Plus Standard(8-inch invert) 6.96 N/A Quick4 Plus Standard LP (3.3-inch invert) 5.65 N/A Quick4 Plus Standard LP (8-inch invert) 6.96 N/A Infiltrator 3050 or StormTech SC-740 N/A 6.71 High Capacity Chamber 7.79 N/A High Capacity H-20' Chamber' 7.79 N/A Quick4 High Capacity 7.93 N/A Quick4 High Capacity HD 7.93 N/A Quick4 Plus High Capacity(8-inch invert) 6.96 N/A Quick4 Plus High Capacity(13-inch invert) 7.93 N/A 6 Effective April 21, 2006, 310 CMR 15.251(1)(b)maximum trench width is 3 feet. '. Effective leaching area is equal to 1,67(bottom width+(2x invert height))for Systems 3 feet or less in width. 8. Effective leaching area is equal to 1.0(3 +(2x invert Height)) for Systems with a width greater than 3 feet. 9. The maximum trench width allowed to calculate effective leaching area is 3 feet. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Tables 2 or 3, or additional reductions in soil absorption system may be allowed. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. Infiltrator Chamber,Infiltrator Water Technologies. Page 4 of 6 Approval for General Use—June 12,2015 6. For new construction or an upgrade, the applicant can size the System in bed or field configuration, using the effective leaching areas presented in Table 3. Table 3: Effective Leaching Area for Bed or Field Configuration New Construction and Remedial Sites Effective Model Leaching'" Area SPLIT Equalizer 24 2.09 Quick4 Equalizer 24 2.23 Quick4 Equalizer 24 LP (6-inch invert) 2.23 Quick4 Equalizer 24 LP (2-inch invert) 2.23 Equalizer 36 3.06 Quick4 Equalizer 36 3.06 Standard Chamber 4.73 Quick4 Standard 4.73 Quick4 Standard HD 4.73 Quick4 Plus Standard(5.3-inch invert) 4.73 Quick4 Plus Standard(8-inch invert) 4.73 Quick4 Plus Standard LP (3.3-inch invert) 4.73 Quick4 Plus Standard LP (8-inch invert) 4.73 Infiltrator 3050 or StormTech SC-740 7.10 High Capacity Chamber 4.73 High Capacity H-20' Chamber 4.73 Quick4 High Capacity 4.73 Quick4 High Capacity HD 4.73 Quick4 Plus High Capacity(8-inch invert) 4.73 Quick4 Plus High Capacity(13-inch invert) 4.73 10. Effective Leaching area is equal to 1.67 times bottom width only. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot exceed the maximum allowed under the secondary treatment units approval. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. II. Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval, the System shall comply with the "Standard Conditions for Alternative SAS with General Use Certification and/or Approved for Remedial Use" (the Infiltrator Chamber,Infiltrator Water Technologies. Page 5 of 6 Approval for General Use—June 12,2015 'Standard Conditions'), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in now, for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system,provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements'of the Standard Conditions 4. The System shall be exempt from the minimum inlet spacing requirements of 310 CMR15.253. 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is.installed in trench configuration, then the system shall comply with these requirements: a) Length (each trench) 100 feet maximum(310 CMR 15.251(1)(a)); b) Width(each trench) 2 feet minimum to 3 feet maximum(310 CMR 15.251(1)(b)). -Chambers greater than 3 feet wide,when specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area, three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(1)(d)); d) The effective leaching area shall be calculated using the bottom area and a maximum of two feet(per side) of side wall area for each trench (310 CMR 15.251(1)(e)); e) Trenches shall be situated, where possible, with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines (310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the separation distance between the excavation sidewalls of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(4)) - Chambers greater than 3 feet Infiltrator Chamber,Infiltrator Water Technologies. Page 6 of 6 Approval for General Use—June 12,2015 wide,when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (3 10 CMR 15.251(11)). 7. When installed in trench configuration, approved Alternative Chambers greater than 3 feet wide: a) shall be installed with a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area, three times the actual width of the chamber; and b) shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration, the System may be installed without distribution piping, but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field(3 10 CMR 15.252(1)); b) the maximum length of chambers in series shall be 100 feet(3 10 CMR 15.252(2)(b)); c) separation distance between adjacent beds/fields shall be ten feet(3 10 CMR 15.252(2)(f)); and d) the effective leaching area shall include only the bottom area, not the sidewalls (3 10 CMR 15.252(2)(i)). 9. For Systems constructed in fill and installed, the System shall be installed as specified in 310 CMR 15.255 Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. 10. The System is exempt from 310 CMR 15.287, specifically items: (5)requiring written notification of alternative system prior to property transfer, (6) need for a certified operator, (9)need for an operation and maintenance contract with an operator and(10) deed notice requirement. Massachusetts INFILTRATOR® systems inc. Design and Installation Manual for Infiltrator Chambers in Massachusetts g a p - 6reenfleld Lowell, -z�95 PitWfield .a - :wz P. + ,. i 90 806 n'�) iw Worcester• ' 85 Springfleld - �3` a.. � Plymqu�tl; ;.fall - Rlker � ,495 • ,u 195 Bed(O ` 8 %t InfiltratorChambers Massachusetts INTRODUCTION 2 PRODUCTS 4 SYSTEM SIZING 9 CHAMBER 12 CONFIGURATIONS INSTALLATION 20 28 INSTRUCTIONS QUICK4 CHAMBERS 20 QUICK4 PLUS 22 CHAMBERS PRESSURE 24 DISTRIBUTION The purpose of this manual is to provide specific design and installation infor- WARRANTY 29 mation pertinent for the use of Infiltrator products in Massachusetts. Infiltrator products must be used in conjunction with the standards described in the Massachusetts Dep Title 5, 310 CMR 15.000 and Infiltrator's approval (www.mass.gov.dep). This document provides a brief description of the cham- ber and sizing specifications. For more detailed design information, I , • please contact Infiltrator Systems at 1-800-221-4436 www.infiltratorsystems.com MARCH 2O15 INTRODUCTION Quick4 Chambers The Quick4 Plus High Capacity,Quick 4 High Capacity,Quick4 Plus Standard,Quick4 Standard and Quick4 Plus Standard Low Profile (LP)chambers fit into a 36-inch-wide trench.The Quick4 Plus Standard LP chamber is 4 inches shorter than the other standard cham- ber model,allowing for shallower installation.The Quick4 Plus chambers offer advanced contouring capability and superior strength through a system of center structural columns.The Quick4 Plus line of endcaps is available with these chambers, providing increased flexibility in system configurations.The 3050 chamber can be installed in a 53-inch-wide trench.All chambers can be installed in a bed.Ask your local Infiltrator sales representative for specific information on various system-inletting options. Quick4 Standard Nominal Chamber Dimensions QUICK4 STANDARD Size: 34"W x 48"L x 12"H Storage Capacity: 44 gal NMI Invert Elevation: 8" PP QUICK4 PLUS STANDARD Quick4 Plus Standard Nominal Chamber Dimensions Size: 34"W x 48"L x 12"H Storage Capacity: 45 gal Invert Elevation: 5.3",8" Quick4 High Capacity Nominal Chamber Dimensions QUICK4 HIGH CAPACITY @, Size: 34"W x 48"L x 16"H " Storage Capacity: 62 gal Invert Elevation: 11.5" Quick4 Plus High Capacity Nominal Chamber Dimensions QUICK4 PLUS HIGH CAPACITY Size: 34"W x 48"L x 14"H Storage Capacity: 54 gal Invert Elevation: 8" QUICK4 PLUS Quick4 Plus Standard Low Profile(LP) STANDARD LOW PROFILE(LP) Nominal Chamber Dimensions Size: 34"W x 48"L x 8"H Storage Capacity: 32 gal Invert Elevation: 3.3",8" Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INTRODUCTION High Capacity H-20 Nominal Chamber Dimensions HIGH CAPACITY H-20 p,s Size: 34"W x 75"L x 16"H Storage Capacity: 114 gal Invert Elevation: 11" INFILTRATOR Infiltrator 3050 Nominal Chamber Dimensions 3050 \ Size: 51"W x 85.4"L x 30"H Storage Capacity: 343 gal Invert Elevation: 22.25" NOTE:The MassDEP approval allows the use of the High Capacity H-20 Chamber but makes no determination as to the chambers meeting the H-20 loading requirements. IM-Series Septic Tanks The IM-Series Septic Tanks are durable and watertight.The injection-molded plastic tank offers exceptional strength in a two-piece design efficient for shipping and local assembly.The IM-Series Septic Tanks enable a wide variety of installation options including shallow, multiple and serial tank configurations.No special backfill,installation or waterfilling proceedures are required.Tanks can be pumped dry during pump-outs and can be installed with 6"to 48"of cover.Ask your local Infiltrator sales representative for specific information on IM-Tanks. e IM-1060 IM-1530 I Tank lull 1i Applications Suitable for use as a pump tank, septic Suitable for use as a pump tank,septic tank or rainwater tank, shallow, multiple, tank or rainwater tank,shallow, multiple, and serial tank configurations, and serial tank configurations. Working Capacity 1094 gal(4141 L) 1509 gal(5712 L) Total Capacity 1287 gal (4872 L) 1787 gal (6765 L) Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. PRODUCTS Quick4 Standard Chamber SIDE AND END VIEWS(not to scale) 48" (EFFECTIVE LENGTH) 12" 34" Quick4 Standard MultiPort Endcap SIDE AND END VIEWS(not to scale) �zA 13" .97' OUTLET 1.24'INLET* 34 JI *Effective Length When Connected Quick4 High Capacity Chamber SIDE AND END VIEWS(not to scale) 48 (EFFECTIVE LENGTH) a 16" 34" Quick4 High Capacity MultiPort Endcap SIDE AND END VIEWS(not to scale) 1 I 16" 11.5" 9 _ �I L � OUTLL ET* 34" 1.43'INLET* *Effective Length When Connected Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. PRODUCTS Quick4 Plus Standard LP Chamber SIDE AND END VIEWS(not to scale) 8" Reduced Vertical Profile The Quick4 Plus Standard LP chamber provides a lower vertical profile This feature provides two distinct benefits: 34" • Promotion of aerobic treatment The reduced vertical profile moves infiltration closer to the ground surface,thereby improving the potential for subsoil aeration from the atmosphere.This promotes oxygen recharge to the biologically active vadose zone beneath the 48" infiltrative surface and helps support aerobic decomposition (EFFECTIVE LENGTH) of wastewater. I • Increased vertical separation For a site with a shallow groundwater table, impervious - conditions, or other restrictions that limit vertical separation distance,the reduced height of the LP chamber increases separation distance. NOTE:The Quick4 Plus Standard LP Chamber is compatible with the Quick4 Plus 8 Endcap and Quick4 Plus All-in-One 8 Encap. Quick4 Plus 8 Endcap Quick4 Plus All-in-One Periscope SIDE AND END VIEWS(not to scale) SIDE AND END VIEWS(not to scale) QUICK4 PLUS\ 4.5"� ALL-IN-ONE PERISCOPE QUICK4 PLUS ALL-IN-ONE �i PERISCOPE ENDCAP CAN SWIVEL 3.3" INVERT • - 8, i 1 7.8" NOTE:The All-in-One Endcap can be installed in-line with Quick4 Plus All-in-One 8 Endcap chambers on either side.This allows the system to be SIDE AND END VIEWS(not to scale) inletted at any length along the trench. IN-LINE INLET AT ANY JOINT MONITORING PORT 10.4" OR PERISCOPE ACCESS IN-LINE__' 3.3" \ INVERT r r END OF TRENCH - 17.8 -I Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. PRODUCTS Quick4 Plus Standard Chamber SIDE AND END VIEWS(not to scale) U 12" - �� V� �� P,4� V/� 34" 48" (EFFECTIVE LENGTH) NOTES: 1.The Quick4 Plus Standard Chamber is compatible with the Quick4 Plus All-in-One 12 Endcap. 2.Optional monitoring ports can be installed in the Quick4 Plus All-in-One Encap. Quick4 Plus All-in-One12 Endcap SIDE AND END VIEWS(not to scale) MONITORING PORT PROVISION 11.2" _ r IN-LINE —A � �� 1 1 8"INVERT \ 8" 5.25"INVERT L 18.2" 33" AT END OF TRENCH i T3ii}}}}}}yrryr3E}}pp}}}} ,,.>rxi:r.:ffi#}£NN 9£k"£:'i7i.::9a£ `GES cr}:.3A}£}4A`£S».' .t re....M3As£u7A 3fl}ryy r}g?�?yp}}}Yrlr"A>;3}}}};»rX75'r'.1}}}3 ff14# Lsltrf ...r.:eeeass.r'::.##�d//�' .. u•„„:s:r .r,r...:;}}• m. 'fAfE4 !?.!!!}ti33}}}}}..7.....mm:. Quick4 Plus All-in-One12 Endcap Monitoring Port NOTE:The All-in-One Endcap can be installed in-line with (not to scale) chambers on either side.This allows the system to be inletted at any length along the trench. SMALL VALVE COVER BOX OR IN-LINE INLET AT ANY JOINT IRRIGATION VALVE BOX AT GRADE ATTACH CAP _ OR THREADED CLEANOUT ASSEMBLY • ...0..o G G 0 COMPACT SOIL 0 .... .. BASE TO 4"PVC PIPE CUT TO FIT o SUPPORT BOX - REST 4"PVC PIPE `� a USE HOLE SAW i ON TOP OF INSPECTION TO CUT OUT PORT SEAT SECURE PRE-MARKED IN PLACE WITH A CIRCLE DRYWALL SCREW Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. PRODUCTS Quick4 Plus High Capacity Chamber SIDE AND END VIEWS(not to scale) 48" (EFFECTIVE LENGTH) 14" 34" 'k9d' 4� /.Lma."'.'.d!DGfItS$33'3�'##`S%>:l/C%l';;•,•,,,•�;;4�3,- # ,;•.;,;••••,,. vv -• - m#1&'s7&11i "ivaA#i�°' '-,. `#." ",• �S'oS'iib'ifff (rkd#FF'" "„ .... Quick4 Plus High',Capacity Endcap SIDE AND END VIEWS(not to scale) 11.2" � 8"INVERT 13 it 18" —� -- - _ 33" 'Effective Length When Connected 6 Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. PRODUCTS High Capacity Chamber SIDE AND END VIEWS(not to scale) � 1 16" ° 2 L34" e 75' EFFECTIVE LENGTH Posilock Endplates (not to scale) 0� 16.5" Oo 0 o cJ to o © Oo ° ° °0° o ° \\ 0 11 0 ° ° o O O Oo r ,1 o OO o0 O O° o O O 30" Open Part#HCEO inn u��c^^«<,. :.,,.,s.sa:��,,, w�=� ....., u ss2;s.•4�..�...,,r�xi.. ,...,��.:..asro-�,^^rs��^. ,;;» ��•w,�;zn� 3050 Chambers SIDE AND END VIEWS(not to scale) 85.4"INSTALLED 30" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51" 3050 Endcap (not to scale) 4"INLET 22.25" \O0 O � Note:The MassDEP approval allows the use of the 3050 Chamber but 8 makes no determination as to the chambers meeting the H-20 loading requirements. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. SYSTEM SIZING Table 1: Chamber Ratings Trench Bed or Field Dimensions Model Invert Height(Inches) � f W x L x H (Inches) ,Effective Leaching E Effective€Leaching � area„(sfllfJ� �„y ��`�Area(sfltfj�„�v� Quick4 Standard 34 x 48 x 12 8 6.96 4.72 t E / 3 ' ' €uoa� `��, / & �.�iis- Qwck4 Plus Standard LP '/ r :34 x 48 x�8 Eh% 8 96 Quick4 Plus Standard 34 x 48 x 12 8 6.96 4.72 Quick4!IighCapacity �, 34 x 481x16 11 5 �7�93� '42 Quick4 Plus High Capacity 34 x 48 x 14 134 7.93 4.72 Higi Capacity / �34x�7oi 55 i6 � 11 � �� 7�792 �� f�472 "Al � EE( "Zap es�s7ri ... High Capacity H-20 34 x 75 x 16 11 7.792 4.722 ti 3050 51 E � NOTES: 1.For new construction,no system shall be designed and constructed with a soil absorption system area of less than 400 square feet.Per DEP the sizing is based upon conventional system sizing. 2.For traffic applications,the High Capacity H-20 and 3050 model chambers can be used in H-20 load bearing applications when installed using the AASHTO H-20 design, detailed on Page 17.Due to stone on the bottom of the trench or bed for AASHTO H-20 designs,the above-listed chamber ratings do not apply.AASHTO H-20 chamber systems are sized per 310 CMR 15.242. 3.The following chamber sizes are approved for use.For information and sizing please contact Infiltrator Systems at 800-221-4436. Quick4 Equalizer 24 Quick4 Equalizer 24 LP Quick4 Equalizer 36 Quick4 Equalizer 24 HD Equalizer 24 4.Must install the periscope to attain the stated invert height for trench leaching area. 5.The MassDEP approval allows the use of the High Capacity H-20 and 3050 Chambers but makes no determination as to the chambers meeting the H-20 loading requirements. Contact Infiltrator Systems Inc.1-860-221-4436 for additional technical and product information. SYSTEM SIZING Quick4 Chambers in Bed Systems Table 2: Bed Sizing Number of Chambers in Aggregate- Free Bed Systems (See note below for minimum requirements&Endcap benefits) 330 GPD 440 GPD Design 550 GPD Design Percolation Design Flow Flow Flow Soil Class Rate 3 Bedrooms 4 Bedrooms or Less 5 Bedrooms or Less (min/in) or Less 04 Plus Std, 04 Plus Std,04 Plus Std 04 Plus Std, 04 Plus Std LP,04 HC, LP,and 04 Std 04 Plus Std LP, 04+HC,04 Std and 04 Std 4.72 SF/LF 4.72 SF/LF -4.72 SF/LF See Note 1 below for minimum number of chambers for new construction <=5 361 361 40 Class I 6,': . 36�.:. Sandy, Loamy Sands 7 361 361 43 <=5 361 39 49 3949 7 361 39 49 Class II 10 361 39 49 Sandy Loams, Loams 1�' 36 . s.. .,., ,.. ., 42,' 20 361 44 55 25 44 30 53 71 89 20 52 69 86 25..�. 53 .•� Class III 30 61 81 101 Silty Loams 94 - 50 88 117 146 60: ; 195 �. Class IV 50 88 117 146 Clays, Silty Clay Loams 60� -" 117 156 195 NOTES: 4.All Quick4 chambers are 4 feet long. 1.For new construction,no system shall be designed and constructed with a soil absorption system area of less than 400 square feet.Per DEP the sizing is Average additional length added by endcaps based upon conventional system sizing;therefore,a 2.83 ft chamber width.(400 Quick4 Plus Standard and Quick4 Plus Standard LP-1.1 linear feet/pair sf)/(2.83 ft)=141.3 ft=36 chamber minimum. Quick4 Standard-1.1 linear feet/pair 2.For repair systems,per DEP,where 400 sf of leaching area is not feasible,the Quick4 High Capacity-1.2 linear feet/pair greatest leaching area shall be installed provided that no more than a 40% Quick4 Plus All-in-One Endcap at end of trench-1.1 linear feet/endcap reduction is taken. Quick4 Plus All-in-One Endcap mid-line in chamber row-0.9 linear feet/pair 3.Combined,the Quick4 chamber MultiPort inlet and outlet Endcaps add an Quick4 Plus Endcap at end of trench-0.4 linear feet/endcap increased sizing benefit to the system.Two endplates are required for each row of chambers.The appropriate sizing factor may be applied in a bed or trench to account for the Multi Port Endcaps.The minimum number of chambers shown above may be reduced by accounting for the area/length provided by the Multi Port Endcaps. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. SYSTEM SIZING Quick4 Chambers in Trench Systems Table 3: Trench Sizing Number of Chambers in Aggregate-Free Trench Systems (See note below for minimum requirements&Endcap benefits) 330 GPD Design Flow 440 GPD Design Flow 550 GPD Design Flow Percolation 3 Bedrooms or Less 4 Bedrooms 5 Bedrooms Soil Class Rate Q4 Plus Std, 04 HC 04 Plus Std, 04 HC 04 Plus Std,04 04 HC (min/in) 04 Plus Std LP, 04+HC 04 Plus Std LP, 04+HC Plus Std LP, 04+HC and 04 Std and 04 Std and 04 Std 3'Wide Trench 3'Wide Trench 3'Wide Trench 3'Wide Trench 3'Wide Trench 3'Wide Trench 6.96 SF/LF 7.93 SF/LF 6.96 SF/LF 7.93 SF/LF 6.96 SF/LF 7.93 SF/LF See Note 1 below for minimum number of chambers for new construction <=5 241 221 241 221 27 24 Class I 7 24 � n; 25, � 24ti:. . ��,22_ 2 �. 22 :�• : .. <2 Sandy, Loamy 9 Sands 1 22 1 24 221 30 26 '8 241 m 221. „ 24 27. <=5 1 241 221 27 24 33 29 241,,,;; 6 . 24:: .: .: 33 7 241 221 27 24 33 29 Class II -8 24'':, a,.221 _ 27 24 Sandy Loams, 10 241 221 27 24 33 29 Loams 24,1z r . -`"221; 15 20 241 221 30 27 38 33 25 30' 2 , 40 ,g..35 30 36 32 48 43 60 53 33; �., .�2 "` E� 43 1;5 x�. 54 47, . �F tlk �38 20 35 31 47 41 59 51 25 36 >. 32. ., 48 43 .,. 60 53. Class III Silty Loams 30 41 36 55 48 69 60 _ SFr =80 70_...... 50 60 53 80 70 99 87 60 80: 70 10,6 „ :a93 ,_... .. "132. Ye 1.16 Class IV 50 60 53 80 70 99 87 Clays, g Silty Clay Loams 6.0 = 80:; 70 106 132 116 NOTES: 1.For new construction,no system shall be designed and constructed with a soil 4.All Quick4 chambers are 4 feet long. absorption system area of less than 400 square feet.Per DEP the sizing is based upon conventional system sizing;therefore,a Quick4 Standard with a 2.83 ft Average,additional length added by endcaps chamber width and 8 inch invert height.(400 sf)/(2'.667+2.83)ft=96 ft=24 Quick4 Plus Standard and Quick4 Plus Standard LP-1.1 linear feet/pair chambers.A Quick4 High Capacity with a 2.83 ft chamber width and 11.5 inch Quick4 Standard-1.1 linear feet/pair invert height.(400 sf)/(2'.958+2.83)ft=84.21 ft=22 chambers.Average addi- Quick4 High Capacity-1.2 linear feet/pair tional length added by endcaps. Quick4 Plus All-in-One Endcap at end of trench-1.1 linear feet/endcap 2.For repair systems,per DEP,where 400 sf of leaching area is not feasible,the Quick4 Plus All-in-One Endcap mid-line in chamber row-0.9 linear feet/pair greatest leaching area shall be installed provided that no more than a 40% Quick4 Plus Endcap at end of trench-0.4 linear feet/endcap reduction is taken. 3.Combined,the Quic1<4 chamber MultiPort inlet and outlet Endcaps add an increased sizing benefit to the system.Two endplates are required for each row of chambers. The appropriate sizing factor may be applied in a bed or trench to account for the Multi Port Endcaps.The minimum number of chambers shown above may be reduced by accounting for the area/length provided by the Multi Port Endcaps. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. TRENCH CONFIGURATIONS Quick4 Standard and Quick 4 High Capacity Trench Configuration Cross-Section Typical(not to scale) M INFILTRATOR IM-1530 SEPTIC TANK or SIZED PER DESIGN 0 ° LENGTH VARIES PER DESIGN ° D � } TRENCH EDGE TO EDGE \ QUICK4 STANDARD OR SPACING PER TITLE 5 REQUIREMENTS /r HIGH CAPACITY CHAMBERS i 0 ® a o 0 0 o 0 U D-BOX Q4 MULTIPORT ENDCAPS(TYP)—� 341. D @ o 0 0 0 o 0 J NOTE:For trench configurations,the spacing between trenches may be used as reserve area per 310 CMR 15.251 (4). Quick4 Standard Cross-Section MOUND FOR ESTABLISH PROPER DRAINAGE VEGETATIVE COVER Typical(not to scale) - Rating: 6.96 sf/If y� � � ,TOPSOIL 8'MAX BURIAL DEPTH NATIVE BACKFILL 12"MIN.,H-10 LOAD AREAS 9"MIN.,NON-TRAFFIC AREAS f 12" 34" 36" MOUND FOR ESTABLISH Quick4 High Capacity Cross-Section PROPER DRAINAGE VEGETATIVE COVER Typical(not to scale) �u �i yDI I Rating: 7.93 sf/If �� V TOPSOIL _ - -T�J \ 8'MAX BURIAL DEPTH 12"MIN.,H-10 LOAD AREAS NATIVE BACKFILL 9"MIN.,NON-TRAFFIC AREAS j 16" 34" 36" Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. TRENCH CONFIGURATIONS Quick4 Plus Standard and Quick4 Plus Standard LP Cross-Section Typical(not to scale) D-BOX ^ \ 4"PVC PIPE(TYP.) o0 0 - - - ---- - - - -- - CENTER-TO-CENTER / SPACING PER CODE INFILTRATOR IM-1530 SEPTIC TANK - --OR PER DESIGN \-QUICK4 PLUS STANDARD OR NOTE:For trench configurations,the spacing between trenches may be QUICK4 PLUS STANDARD LP used as reserve area per 310 CM 15.251 (4). CHAMBER ,. a--�C�. '" ,,,_.w.r:>>✓'v'.ui .l.ti'i.�'Sr' ...f�X�Y..r..wa,. ......:::..f a„.wrw'' rd'ar.r:fw�,.7......,,��uuw.::'��: ltt:r; Quick4 Plus Standard and MOUND FOR PROPER DRAINAGE ESTABLISH Quick 4 Plus High Capacity \ VEGETATIVE COVER Cross-Section Typical(not to scale) - _ -_,TOPSOIL, ' Rating: 6.96 sf/If with 8" invert NATIVE-SOIL BACKFILL 12"MIN,H-10 LOAD AREAS 9"MIN,NON-TRAFFIC AREAS f 8 13ff INVERT } 36"TRENCH WIDTH — � Quick4 Plus Standard Low Profile (LP) MOUND FOR ESTABLISH Cross-Section PROPER DRAINAGE Typical(not to scale) I VEGETATIVE COVER Rating: 6.96 sf/If with 8" invert ,--,TOP dlL NATIVE BAGKFILL 12"MIN,H-10 LOAD AREAS 6"MIN,NON-TRAFFIC AREAS 8"INVERT 3.3"INVERT 34" 36"TRENCH WIDTH Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. BED CONFIGURATIONS Quick4 Standard and Quick4 High Capacity Cross-Section Typical(not to scale) LEVEL DISTRIBUTION PIPE AND FITTINGS QUICK4 CHAMBER(TYP) QUICK4 END CAP(TYP) 4 J INFILTRATOR IM-1530 0 SEPTIC TANK o 0 - j D-BOX ` f y 0 0 n 0 ( o° I o° o Quick4 Standard Cross-Section Typical(not to scale) Rating:4.73 sf/If BACKFILL MATERIAL ESTABLISH VEGETATIVE COVER NATIVE,OR FILL PER DESIGN SPECIFICATIONS QUICK4 STANDARD CHAMBER(TYR) DEPTH PER DESIGN IM 1-1 34" Quick4 High Capacity Cross-Section Typical(not to scale) BACKFILL MATERIAL ESTABLISH VEGETATIVE COVER NATIVE,OR FILL PER Rating:4.73 sf/If DESIGN SPECIFICATIONS =III- II III IIIII \ QUICK4 HIGH CAPACITY(TYR) I I i— DEPTH PER DESIGN �II1= _I 34" I� TYR NOTE:Spacing between chamber rows is not required. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. i BED CONFIGURATIONS Quick4 Plus Standard and Quick4 Plus Standard LP Cross Section Typical(not to scale) QUICK4 PLUS CHAMBER LEVEL DISTRIBUTION PIPE AND FITTINGS `(QUICK4 PLUS STANDARD LP SHOWN) INFILTRATOR IM-1530 SEPTIC TANK �.o o O, o\ a o a o o o �O �i� D-BOX o ��® 0 ° QUICK4 PLUS END CAP (QUICK4 PLUS 8 ENDCAP SHOWN) NOTE:Spacing between chamber rows is not required. Quick4 Plus Standard Cross-Section Typical(not to scale) Rating: 4.73 sf/If BACKFILL MATERIAL NATIVE,OR FILL PER DESIGN ESTABLISH VEGETATIVE COVER SPECIFICATIONS QUICK4 PLUS STANDARD CHAMBER(TYP.)_ DEPTH PER DESIGN 34" NOTE:Spacing between chamber rows is not required. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. MOUND CONFIGURATIONS Quick4 Standard Mound Cross Section Typical(not to scale) ESTABLISH VEGETATIVE COVER MIN.9"COVER PER CODE QUICK4 STANDARD CHAMBER(TYR) 15' (TYR) FINISHED GRADE �,�LJ'�" �, *Other chamber models may be 13(TYR)J, <��f� ,/� j/j /j / _/i ; ' ;% installed in mounds 34" III=111,��III��jy�iillll�llll� ,ll =III-111� �III��Illiiillll�llll� ,ll DEPTH PER DESIGN NOTE:Spacing between chamber rows is not required. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. TRAFFIC CONFIGURATIONS High Capacity H-20 Chamber: AASHTO H-20 Wheel Load Cross Section Typical(not to scale) Rating size per 310 CMR 15.242 WELL-GRADED GRANULAR SOIL BACKFILL, PAVEMENT COMPACTED TO 95%OF THE GEOGRID(ISI 14,000 OR TENSAR BX1100) STANDARD PROCTOR DENSITY. THE BACKFILL SHALL CONTAIN 4 OZ.FILTER FABRIC NO MORE THAN 10%FINES PASSING THE#200 SIEVE. GEOGRID MUST EXTEND 5'BEYOND X/ %: �` 'Y THE FOOTPRINT \\�/\�j\\�j\\�j\j 12" OF THE CHAMBERS / /\/\/\/` �' '<� 4N N i z i. ti •„;, �\\ . ; MIN. MAX.5'MIN. . � 6" I >/�� b 12" 16" 1"-2"WASHED,CRUSHED STONE'�j; \ \\ j/\j/\j/\j/\ \j/\/j\X/ 1'(TYP.) INFILTRATOR HIGH CAPACITY NOTES: CHAMBER(H-20 RATED) 1.Due to stone on the bottom of trench,these applications must be sized similarly to stone beds. 2.The MassDEP approval allows the use of the High Capacity H-20 Chamber but makes no determination as to the chambers meeting the H-20 loading requirements. - 3050 Chamber: AASHTO H-20 Wheel Load Cross Section Typical(not to scale) Rating size per 310 CMR 15.242 WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN 3050 END CAP EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12%PASSING THE#200 SIEVE COMPACTED TO A 3050 CHAMBER MINIMUM OF 95%OF THE STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN 1-2-INCH WASHED, STORMTECH'S DESIGN MANUAL,INSTALLATION MANUAL, CRUSHED,ANGULAR STONE OR WWW.STORMTECH.COM. AASHTO M288 CLASS 2 PAVEMENT NON-WOVEN GEOTEXTILE FOR UNPAVED INSTALLATION WHERE I I II III— �' RUTTING FROM VEHICLES MAY OCCUR, 6' MIN. 18 96" �—III— 'INCREASE COVER 24 INCHES MIN. MAX. II I=III oOoO o0" JCrOoO Oo0(�0� t��O 00 00[ OoO�oO 00 iztO °o�o o . � �• � �nn o�°o�p`p \ 00�00000� III o0 0� oa8, go 30„ 0 III=1 I��o� o Q ua 9 U Q gU gU Q O op o0uo Uu� U O oU 0 � C vI�\, 4c S�$P�(N_ _l\4� ? fig,_. DEPTH OF STONE -III—III—III—III—III—III—III—III—III—III—III—III —III \ III—III III—III—III III- TO BE DETERMINED -I I II I II I II I II I II I II II I II II I II II II I j�IIII I II I II I IBY DESGN II I II II I IIIII I II Ilil II II II I II l I111I II I II I11�111- ENGINEIER* 6"— 51"— --- 12"MIN.TYR DESIGN ENGINEER IS MIN. RESPONSIBLE FOR ENSURING SUITABILITY OF SUBGRADE SOILS* NOTE:The MassDEP approval allows the use of the 3050 Chamber but makes no determination as to the chambers meeting the H-20 loading requirements. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. NON-TRAFFIC CONFIGURATIONS 3050 Chamber: AASHTO H-10 Wheel Load Gallery Cross Section Typical(not to scale) Rating varies based on stone width, see Note 1. INFILTRATOR 3050 CHAMBER FINAL GRADE ESTABLISH VEGETATIVE COVER FILTER FABRIC MIN.PER CODE 22.5" 12"-48" 12"-48" 51" (PER DESIGN) (PER DESIGN) NOTES: 1.System sizing based on bottom area and sidewall beneath the invert 2.Stone must be placed 1'-2'along the sidewall of the chambers to prevent soil intrusion into the sidewall openings. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. HEAVY DUTY CHAMBERS IN 310 CMR 15.405 APPLICATIONS Quick4 Standard HD and 310 CMR 15.405 Contents of Local Upgrade Approval Quick4 High Capacity Heavy Duty (HD) Chamber: states in part: (1)In granting local upgrade approvals where full compliance as 310 CMR 15.405 Trench defined in 310 CMR 15.404(1)is not feasible the options set Cross Section forth below should be considered. Typical Trench Detail(not to scale) (b)an increase in the maximum allowable depth of system components required by 310 CMR 15.221(7),from 36" Rating size per 310 CMR 15.24 to 72"below finish grade,provided that. H-20 loading is provided for all system components. ESTABLISH Infiltrator manufactures chambers for use in"deep cover" VEGETATIVE COVER GRADE TO DRAIN NATIVE BACKFILL applications,including the detailed in 310 CMR 15.405(1)(b) \� — (above). These chambers are known as"Heavy Duty model i„ chambers,and carry a"Heavy Duty"or"HD"label. When installed in accordance with the instructions in this manual and a minimum of 36 inches of cover material, HD chambers can sustain an H-20 load. Infiltrator specifically recommends the use of these"Heavy Duty"model chamber products in - 36-72" deep burial applications,including those specified in 316 CMR 15.405(1)(b). The following"Heavy Duty"chamber products are required by Infiltrator for use in 310 CMR 15.405(1)(b)applications: Quick4 Standard HD Chamber Quick4 High Capacity HD Chamber / 12"OR 16" High Capacity H-20 Chamber QUICK4 HIGH CAPACITY HD / 3050 Chamber OR QUICK4 STANDARD HD "Heavy Duty"or"HD"chambers may be installed with up to a 34" maximum of five-feet(5')of cover in bed and eight-feet(8')of (36"WIDE TRENCH) cover in trench installations respectively.These chambers are not designed for use in commercial traffic loading applications. Length and number of trenches determined by design. HD Chamber installation instructions:Follow normal chamber installation instructions as detailed starting on page 16 herein. Quick4 Standard HD and Be sure to"walk in"the backfill material along the sidewall of the chamber units prior to introduction of cover material. No Quick4 High Capacity iHeavy Duty (HD) Chamber' compaction of cover material is required. 310 CMR 15.405 Bed Cross Section Typical (not to scale) r Rating size per 310 CMR 15.242 ESTABLISH VEGETATIVE COVER GRADE TO DRAIN NATIVE BACKFILL 36-60" QUICK4 HIGH CAPACITY HD OR QUICK4 STANDARD HD 12"OR 16" �X f� 34" LENGTH AND WIDTH PER DESIG Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. i INSTALLATION INSTRUCTIONS — QUICK4 CHAMBER SYSTEMS Before You Begin Note: Raking to eliminate smearing is not necessary in sandy soils. In fine textured soils(silts and clays), avoid walking in the Quick4 Chambers may only be installed according to trench to prevent compaction and loss of soil structure. State and/or local regulations.If unsure of the installation requirements for a particular site,contact the local health 5.Verify that the bottom of the system is level using a level, department. transit, or laser. Like conventional systems,the soil and site conditions must be approved prior to installation.Conduct a thorough site evaluation to determine the proper sizing and siting of the system before installation. The system installer must schedule required regulatory inspections. Preparing the i1 } MultiPort Endcap 1.With a utility knife start the Materials and Equipment Needed tear-out seal at the appropriate diameter for the inlet pipe. The `r El Quick4 Chambers El Utility Knife seal allows for a tight fit for ., ❑Endcaps ❑Hole Saw' 3-inch,4-inch SDR35,and 4-inch ❑PVC Pipe and Couplings ❑2-inch Drywall Screws' Schedule 40 pipe. ❑Backhoe ❑Screw Gun' ❑Laser,Transit, or Level ❑Small Valve-Cover Box' 2•Pull the tab on the tear-out 1 ❑Shovel and Rake El 4-inch Cap for Inspection seal to create an opening on the Start tear-out seal. ElTape Measure Port endcap. „z 'Optional 3.Snap off the molded splash These guidelines for construction machinery must be plate located on the bottom front of followed during installation: the endcap. ❑Avoid direct contact with chambers when using 4.Install splash plate into the construction equipment.Chambers require a 12-inch appropriate slots below the inlet minimum of compacted cover to support a wheel load to prevent bottom erosion of the rating of 16,000 Ibs/axle(H-10 AASHTO load rating. system. ❑Only drive across the trenches when necessary). 4 Never drive down the length of the trenches. 5.Insert the inlet pipe into the Install splash plate. ❑To avoid additional soil compaction, do not drive vehicles endcap at the beginning of the over the completed system. chamber line.The pipe will go in several inches before reaching a stop.(Screws optional.) Excavating and Preparing the Site Note:As is the case with conventional systems,do not install the system A in wet conditions or in overly moist soils,as this causes machinery to smear the soil. 1.Stake out locations of trenches and lines.Set the elevations of the 5 tank,pipe,and system. Insert inlet pipe. 2.Install sedimentation and erosion control measures.Temporary drainage swales/berms should be installed to protect the site during rainfall events. 3.Excavate and level the bed or trenches with proper center-to-center separation.Verify that the bottom of the system is level. Note:Over excavate the trench width in areas where the chamber line will contour. 4.Rake the bottom and sides if smearing has occurred while excavating. Remove any large stones and other debris. Do not use the bucket teeth to rake the trench bottom. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS - QUICK4 CHAMBER SYSTEMS Installing the System Installing Optional Inspection Ports 1.Check the inlet pipe to be sure it is level or has the prescribed slope. 1.With a hole saw,drill the pre-marked area in the•top of the chamber to It should be firmly supported on a solid base of unexcavated soil(not create a 4-inch opening. required). 2.Set a cut piece of pipe of the appropriate length into the 2. Place the inlet end of the first corresponding chamber's inspection port sleeve. chamber over the back edge of the endcap so that the chamber overlaps the endcap when in place. Note:The sleeve will accommodatea 4-inch Schedule 40 pipe. i, 3.Lift and place the end of the next chamber onto the 3.Use two screws to fasten the pipe previous chamber by holding it �` to the sleeve around the inspection at a 45-degree angle.Line up port. the chamber end between the connector hook and locking pin at 4.Attach a threaded cap or cleanout the top of the first chamber.Lower 2 assembly onto the protruding pipe at it to the round to connect the the appropriate hei ht. g Place first chamber onto endcap. g jlll•�F°� chambers. 5.A small valve cover box may be Note:When the chamber end is ` ,Ny „ , used if inspection port is below the placed between the connector desired grade. Fasten the pipe. p hook and locking pin at a 45° angle,the pin will be visible from INSPECTION PORT DETAIL(Not to scale) the back side of the chamber. Note:The connector hook serves SMALL VALVE COVER ATTACH CAP OR THREADED BOX OR IRRIGATION CLEANOUT ASSEMBLY. as a guide to insure proper VALVE BOX AT GRADE connection and does not add structural integrity to the chamber joint.Broken hooks will not affect 3 the structure nor void the warranty. Connect the chambers. : 4.Swivel the chamber on the pin to the proper direction if contouring. Note:The Quick4 Standard chamber and Quick4 High Capacity chamber allow 100 of swivel in either direction at each joint.The Quick4 Equalizer 36 and Quick4 Equalizer 24 allow for 151 of swivel. 5.Continue connecting the chambers until the chamber line is completed. 4°PVC PIPE COMPACT SOIL BASE CUT TO FIT Note:As chambers are installed,verify they are level or have the TO SUPPORT BOX REST 4'PVC PIPE ON TOP prescribed Slope to meet code requirements. USE HOLE SAW TO CUT OF INSPECTION PORT OUT PRE-MARKED CIRCLE. SEAT.SECURE IN PLACE WITH A DRYWALL SCREW. 6.The last chamber in the trench requires an endcap.Lift the endcap at a 45°angle and insert the connector hook through the opening on the top of the endcap.Applying firm pressure, lower the endcap to the re. Covering the System ground to snap it into place.Do Before backfilling,the system must not remove the tear-out seal. be inspected by a health officer or 7.To ensure structural stability, other official as required by State fill the sidewall area by pulling soil , ` and local codes.Create an as-built from the sides of the trench with s, drawing at this time for future a shovel.Start at the joints where records. the chambers connect.Continue 1 1. Apply the desired backfill material backfilling the entire sidewall area, along the sides of the chambers and walk Walk the soil in. making sure the fill covers the g s louvers. the soil in. Attach endcap to chamber. 2.Continue backfilling the soil to the top 8.Pack down the fill by walking of chambers. along the edges of the chambers. 9.Proceed to the next chamber line and begin with Step 1. 2 Backfill the soil. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS - QUICK4 PLUS CHAMBER SYSTEMS Before You Begin g 3.Install splash plate into-.he Chambers may only be installed according to state and/or appropriate slots below fhe inlet local regulations.If unsure'of the installation requirements to prevent trench bottom erosion. 31, for a particular site,contact the local health department. Like conventional systems,soil and site conditions must be approved prior to installation.Conduct a thorough site evaluation to determine proper sizing and siting of system before installation. '' Materials and Equipment NeededW, ❑Chambers and Endcaps ❑Hole Saw* 1 ❑PVC Pipe and Couplings ❑1 1/2-inch Drywall Screws* Drill endcap. ❑Backhoe ❑Screw Gun* ❑Laser,Transit,or Level ❑Small Valve-Cover Box* ❑Shovel and Rake ❑3 or 4-inch Threaded Plug t"Pressure ❑Tape Measure for Inspection Port* Lateral(Typ.) End Or Side 3.3"Invert *Optional ,/ (Gravity Inlet or Outlet El Utility Knife ona 2"Pressure \ or Monitoring Port) Lateral(Typ.) End Or Side 0.5"Invert These guidelines for construction machinery must be (For Mid-line Connection followed during installation: Or Looped Ends) ❑Avoid direct contact with chambers with construction equipment.Chambers require a 12-inch minimum of compacted cover to support a wheel load rating of 16,000 Ibs/axle(H-10 Preparing the Low Profile Endcap AASHTO load rating). 1.With a hole saw,drill an opening appropriate for the pipe diameter ❑When installing in sandy soil conditions,wheeled construction being used(normally 3 to.4 inches)on the front of the endcap. equipment is prohibited over top of system.Tracked equipment can be used over top of system with a minimum of 6"of soil 2.Snap off the molded splash plate located on the bottom front cover. of the endcap. ❑Remove stones larger than 3 inches in diameter in backfill. 3.Install splash plate intc the appropriate slots below the inlet to prevent trench bottom erosion. Excavating and Preparing the Site Note:As is the case with conventional systems,do not install systems Installing the Quick4 Plus Periscope/ in wet conditions or in overly moist soils,as this causes machinery to Monitoring Port smear the soil. 1.Stake out location of all trenches and lines.Set elevations of tank, Note:Available for use with Quick4 Plus All-in-One 8 Endcap only.Invert pipe,and system and/or other system components pump tank,etc. options based on systen-design. 2.Install sedimentation and erosion control measures.Temporary 1.With a 4"hole saw drill the pre-marked area on top of the Quick4 Plus drainage swales/berms should be installed to protect site during rainfall. All-in-One Endcap. 3.Excavate and level trenches with proper width and center-to-center 2•Insert the Quick4 Plus Periscope into top of the Quick4 Plus All-in-One separation.Verify that trenches are level or have the prescribed slope. 8 Endcap.Insert the Quick4 Plus Periscope until it snaps into place. Note:Over excavate in areas if the system will contour. , 3.Insert a 4"Schedule 43 PVC pipe into the Quick4 Plus Periscope at 4.Rake bottom and sides if smearing has occurred while excavating. the appropriate locations for the system design. Remove any large stones and other debris.Do not use bucket teeth to 4.Rotate Quick4 Plus Periscope to desired angle. rake trench bottom. Note:Install Monitoring Port as described above but replace with Note:Raking to eliminate smearing is not necessary in sandy soils.In Monitoring Port. fine textured soils(silts and clays),avoid walking in the trench to prevents. compaction and loss of soil structure. Preparing the Endcap411 ^* Note:Quick4 Plus 8 and Quick4 Plus All-in-One 8 Endcaps are avaliable =_ for use with the Quick4 Plus Standard LP and Quick4 Equalizer 36LP chambers on either end of the trench,depending upon the installer's preference and configuration requirements. 1.With a hole saw,drill an opening appropriate size hole for the inlet pipe using the center point marking(see illustration)as a guide. 2.Snap off the molded splash plate located on the bottom front of the 1 3 endcap. Drill Quick4 Plus Periscope Connect inlet pipe Contact Infiltrator Systems Inc.1-800-221-4436=or additional technical and product information. INSTALLATION INSTRUCTIONS - QUICK4 PLUS CHAMBER SYSTEMS Installing Quick4 Plus All-in-One Endcap as a Mid-line Connection Note:See mid-line piping options on the back of this document. 1.With a hole saw drill an opening P 9 appropriate for the pipe diameter being used on the side(3.3"invert) or on top(9.0"invert)of the Quick4 Plus All-in-One Endcap. Note:Piping configurations are determined by the preference of the , installer or designer. 1 2.With a hole saw,drill an opening on the end of the Quick4 Plus All-in-One Endcap to create an invert at 0.5 inches.This will allow effluent to fill both sides of the chamber line. E - 2.Snap off the molded splash plate located on the bottom front of the endcap. 3.Install splash plate into the appropriate slots below the inlet to III prevent trench bottom erosion. 4.Place the back edge of the Drill endcap. endcap over the inlet end of the first chamber.Be sure to line up the locking pins on the top of both the chamber and endcap. Optional:Fasten endcap to chamber with a screw at the top of endcap. 5.Insert the connection pipe 2.5"into the opening on endcap. 6.Repeat Steps 1 through 5 for additional trenches. I 4 All-in-One 8 as mid-line connection. i Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS - PRESSURE DISTRIBUTION SYSTEMS Before You Begin METHOD B BOTTOM PLACEMENT Quick4 chambers can only be installed according to state and/or local regulations.Contact our local health STABILIZE EVERY 1 N PRESSURE PIPE WITH g y TO PREVENT PIPE ROTATION HOLES AT 12 O'CLOCK department for specific requirements. AND MAINTAIN PROPER PIPE POSITION Soil and site conditions must be approved prior to installation. WITH TEES,CROSSES QU Conduct a thorough site evaluation to determine proper sizing AND/OR J-HOOKS. CCH MBERS and siting of the system before installation.The system installer must schedule required regulatory inspections. These guidelines must be followed during installation: ❑Avoid direct contact with chambers when using construction equipment. Chambers require a 12-inch minimum of Advantages of Method B compacted cover to support a wheel load rating of 16,000 •Pipe resting on the trench bottom Ibs/axle or equivalent to an H-10 AASHTO load rating. allows easy installation and maintenance. ❑Only drive across the trenches when necessary. Do not drive •Stabilizing tees,crosses or wheeled machinery over chambers. J-hooks keep pipe level. ❑Avoid stones larger than 3 inches in diameter in backfill. •System promotes efficient Remove stones this size or larger that are in contact with pressure checks. chambers. •Pipe resting on the trench bottom allows easier inspection if monitoring ports are installed. Pressure Pipe Design Options B METHOD A TOP PLACEMENT Installing the Chambers and Endcaps ALL WEATHER PLASTIC PIPE STRAPS WITHd 9 y 120 POUND TENSILE i lr,vw PRESSURE PIPE WITH STRENGTH AT EVERY HOLES AT 12 O'CLOCK CHAMBER CONNECTION ' QUICK4 CHAMBERS fi Advantages of Method A 1.To allow pressure laterals to drain • Pipe and orifice placed closer after each dose,drill a hole in to the chamber dome offer the bottom of the pipe at the beginning and end of the pressure yY improved distribution. line. Place the snap-off splash • Pipe positioned at the top plate or a paving block at the of the chamber places it well bottom of the chamber line to above effluent. protect the infiltrative surface from • Plastic pipe hanger easily erosion. secures pipe in place. 2.With a hole saw,drill out the appropriate diameter hole to A accommodate the pressure lateral pipe. 4 3.Insert the pressure lateral pipe into the endcap's drilled opening and slide it into the manifold pipe.Glue the pressure lateral pipe to the manifold pipe. 4.With the pressure lateral pipe through the endcap,place the inlet end of the first chamber over the back edge of the endcap. Note:Health departments may require a wet-run pressure check be performed prior to chamber installation when the pipe is laying on the ground.Check with your local health department for the proper procedure. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS - PRESSURE DISTRIBUTION SYSTEMS 5.(Method A)Secure the pressure 8.(Method A)Secure the lateral lateral pipe to the top of the first pipe to the top of the next - chamber with a plastic pipe strap chamber once in place.Follow the I at the outlet end of the unit.Slide same method in Step 5. the strap up through a slot in the chamber top,down through the 9.Continue interlocking chambers other slot,and cinch the two ends and securing the pipe until the around the pipe. ,r, chamber line is completed. r' 6.(Method B)With the holes pointing up,stabilize the pressure 10.Before attaching the final lateral pipe on the'ground to endcap,remove the tongue of prevent it from moving by using 5 the connector hook on the last 10 tees,crosses or J-hooks. Secure with plastic strap. chamber with a pair of pliers. Remove tongue of connector. 11.Insert the pressure lateral pipe through the hole in the final Cross Tee J Hooks endcap and slide the endcap toward the last chamber.Lift the endcap over the modified CAPPED TE ALTERNATE rv . OR cRoss TEE SIDES connector hook and push straight EVERY IO FT (LEFT/RIGHT) down to secure it to the chamber. Note:If cleanout extensions are ALTERNATING required,use a hole saw to cut a JHOOKS EVERY 10 FT hole in the endcap at the proper PRESSURE PRESSURE .elevation so that the lateral pipe PIPE PIPE can extend.For clean-out access, 7, a 90-degree elbow that extends 11 Lift and place the next chamber onto the previous one at a 45°angle. to the ground surface can be Line up the chamber end between the connector hook and locking pin attached to the lateral pipe. Insert pressure pipe. at the top of the first chamber.Lower it to the ground to engage the 12.If installing multiple rows of chambers,follow Steps 1-9 to lay the next interlocks. row of chambers parallel to the first. f /v.,,�a •� v.. cam',:.>_,.11 "�;Mv��Ml' e_.vwu...,._=9 33Y�ihA CT. i .,.' p.e Low Pressure Dosing for Quick4 Plus Chambers Typical(not to scale) n 0 o e o 0 0 ti ORIFICE SPACING AND SIZE PRESSURE PIPE(TYP) ENLARGED VIEW PER DESIGN a © ° INFILTRATOR SEPTIC TANK MANIFOLD PIPING °°° °'` n o� INFILTRATOR PUMP TANK Ell. G, 9 Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS - PRESSURE DISTRIBUTION SYSTEMS Quick4 Plus Standard and METHOD B BOTTOM PLACEMENT Quick4 Plus Standard LP PRESSURE PIPE WITH PRESSURE PIPE MAY BE HOLES AT 12 O'CLOCK(TYR) INSTALLED ON EITHER Before You Begin SIDE OF CENTER SUPPORT Quick4 chambers can only be installed according to state and/or local regulations.Contact your local health department for QUICK4 PLUS specific requirements. % STANDARD Soil and site conditions must be approved prior to installation.Conduct fl CHAMBER a thorough site evaluation to determine proper sizing and siting of the system before installation.The system installer must schedule required regulatory inspections. STABILIZE WITH TWO/ These guidelines must be followed during installation: "J"HOOKS OR TEES CENTER SUPPORT ElAvoid direct contact with chambers when using construction AT REGULAR INTERVALS equipment.Chambers require a 12-inch minimum of compacted cover to support a wheel load rating of 16,000 Ibs/axle or equivalent to an H-10 AASHTO load rating. ALL WEATHER PLASTIC El Only STRAP WITH 120 Only drive across the trenches when necessary.Do not drive wheeled PRESSURE PIPE WITH POUNDS TENSILE STRENGTH machinery over chambers. HOLES AT 12 O'CLOCK(TYR) AT EVERY CHAMBER ❑Avoid stones larger than 3 inches in diameter in backfill.Remove (TYR) (TYR) stones this size or larger that are in contact with chambers. QUICK4 PLUS STANDARD LP Pressure Pipe Design Options CHAMBER METHOD A TOP PLACEMENT CENTER SUPPORT PRESSURE PIPE MAY BE INSTALLED ON EITHER PRESSURE PIPE WITH ALL WEATHER PLASTIC SIDE OF CENTER SUPPORT HOLES AT 12 O'CLOCK(TYR) PIPE STRAP WITH 120 POUNDS 1 TENSILE STRENGTH AT EVERY CHAMBER CONNECTION(TYR) Advantages of Method B \� •Pipe resting on the trench bottom allows easy installation and y QUICK4 PLUS maintenance. STANDARD •Stabilizing"T's"or J-hooks keep pipe level. I CHAMBER System promotes efficient pressure checks. •Pipe resting on the trench bottom allows easier inspection if monitoring ports are installed. PRESSURE PIPE MAY BE CENTER SUPPORT INSTALLED ON EITHER SIDE OF CENTER SUPPORT Installing the Chambers and Endcaps Note:Pressurized systems can be constructed with either the Quick4 Plus 8 Endcap,the Quick4 Plus All-in-One 8 Endcap,or the Quick4 Plus PRESSURE PIPE WITH All-in-One 12 Endcap. HOLES AT 12 O'CLOCK(TYR) PRESSURE PIPE MAY BE O INSTALLED N EITHER 1.The Quick4 Plus All-in-One 12 Endcap is compatible with the S SIDE OF CENTER SUPPORT Quick4 Plus Standard chamber.The Quick4 Plus All-in-One 8 Endcap and Quick4 Plus 8 Endcap are compatible with the Quick4 Plus LP /--QUICK4 PLUS chambers. /� s STANDARD LP / CHAMBER ,/ RAL(TYR LATERAL(ivP) .2-PR SSURE STABILIZE WITH TWO CENTER SUPPORT LATERAL(n'R.) "J"HOOKS OR TEES AT REGULAR INTERVALS Quick4 PIUS Quick4 PIUS All-in-One 8 Endcap All-in-One 12 Endcap Advantages of Method A Note:Endcap photos shown throughout this document are for •Pipe and orifice placed closer to the chamber dome offer improved demonstrative purposes only.The endcap being used may differ and is distribution. dependent upon the chamber being used and system design. •Pipe positioned at the top of the chamber places it well above effluent. •Plastic pipe hanger easily secures pipe in place. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS — PRESSURE DISTRIBUTION SYSTEMS 2.To allow pressure laterals to drain after each dose,drill a hole rfI Installing the Chambers and Endcaps in the bottom of the pipe at the Note:Pressurized systems can be constructed with either the Quick4 end of the pressure line.Place the Plus 8 Endcap,the Quick4 Plus All-in-One 8 Endcap,or the Quick4 Plus snap-off splash plate or a paving All-in-One 12 Endcap. block at the bottom of trench to protect infiltrative surface from 1.The Quick4 Plus All-in-One 12 Endcap is compatible with the erosion. �' Quick4 Plus Standard chamber.The Quick4 Plus All-in-One 8 Endcap 3.With a hole saw,drill out the and Quick4 Plus 8 Endcap are compatible with the Quick4 Plus LP chambers. appropriate diameter hole to accommodate the pressure lateral I Note:Endcap photos shown throughout this document are for pipe. demonstrative purposes only.The endcap being used may differ and is 4.Insert the pressure lateral pipe into the endcap's drilled opening dependent upon the chamber being used and system design. and slide it into the manifold pipe.Glue the pressure lateral pipe to the 2.To allow pressure laterals to drain after each dose,drill a hole in manifold pipe. the bottom of the pipe at the end of the pressure line.Place the snap- off splash plate or a paving block at the bottom of trench to protect 5.With the pressure lateral pipe through the endcap,place the back infiltrative surface from erosion. edge of the endcap over the inlet end of the first chamber.Be sure to line up the locking pins on the top of both the chamber and endcap. 3.With a hole saw,drill out Note:Health departments may require a wet-run pressure check to be the appropriate diameter hole �? done prior to chamber installation when the pipe is laying on the ground. to accommodate the pressure a Check with your local health department for the proper procedure. lateral pipe. 6.(Method A)Secure the pressure lateral pipe to the top of the first 4.Insert the pressure lateral chamber with a plastic pipe strap at the outlet end of the unit.Slide the pipe into the endcap's drilled ' strap up through a slot in the chamber top,down through the other slot, opening and slide it into and cinch the two ends around the pipe. the manifold pipe.Glue the n, pressure lateral pipe to the Note:(Method B)With the holes pointing up,stabilize the pressure lateral manifold pipe. pipe on the ground to prevent it from moving by using tees,crosses or J-hooks. 5.With the pressure lateral 3 NMI' pipe through the endcap,place- 7.Lift and place the next chamber onto the previous one at a 45-degree the back edge of the endcap Drill pressure pipe hole. angle.Line up the chamber end between the connector hook and over the inlet end of the first locking pin at the top of the first chamber. Lower it to the ground to chamber.Be sure to line up the engage the interlocks. locking pins on the top of both ` 8.(Method A)Secure the lateral pipe to the top of the next chamber the chamber and endcap. once in place.Follow the same method in Step 5. Note:Health departments may require a wet-run pressure 9.Continue interlocking chambers and securing the pipe until the trench check to be done prior to is completed. chamber installation when the pipe is laying on the ground. 10.Before attaching the final endcap,it may be necessary to remove the Check with your local health tongue of the connector hook on the last chamber with a pair of pliers department for the proper depending on your pipe diameter. procedure. 11.Insert the pressure lateral pipe through the hole in the final endcap and slide the endcap toward the last chamber.Lift the endcap over the 6.(Method A)Secure the 5 modified connector hook and push straight down to secure it to the pressure lateral pipe to the chamber. top of the first chamber with a Place endcap over inlet end. plastic pipe strap at the outlet Note:If clean-out extensions are required,use a hole saw to cut a hole end of the unit.Slide the in the top or extend through the Endcap so the pressure lateral pipe strap up through a slot in the with a sweep can extend to the ground surface.For clean-out access, chamber top,down through the use the"Installing Optional Inspection Ports"section in the general other slot,and cinch the two installation instructions. ends around the pipe. Note:(Method B)With the 12.If installing multiple rows of chambers,follow Steps 1-9 to lay the holes pointing up,stabilize next row of chambers parallel to the first.Keep a minimum separation the pressure lateral pipe on distance between each row of chambers as required by local code. the ground to prevent it from moving by using tees,crosses or J-hooks. M, ^, YX,� b , 6 Secure pressure pipe. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. INSTALLATION INSTRUCTIONS — PRESSURE DISTRIBUTION SYSTEMS 7.Lift and place the next chamber onto the previous one at a 45-degree 11.Insert the pressure lateral pipe through the hole in the final endcap angle. Line up the chamber end between the connector hook and and slide the endcap toward the last chamber.Lift the endcap over the locking pin at the top of the first chamber. Lower it to the ground to modified connector hook and push straight down to secure it to the engage the interlocks. chamber. 8.(Method A)Secure the lateral pipe to the top of the next chamber Note:If clean-out extensions are required,use a hole saw to cut a hole once in place.Follow the same in the top or extend through the Endcap so the pressure lateral pipe method in Step 5. with a sweep can extend to the ground surface. For clean-out access, use the"Installing Optional Inspection Ports"section in the general 9.Continue interlocking chambers installation instructions. and securing the pipe until the trench is completed. 12.If installing multiple rows of chambers,follow Steps 1-9 to lay the next row of chambers parallel to the first.Keep a minimum separation 10.Before attaching the final distance between each row of chambers as required by local code. endcap,it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your f pipe diameter. 10 ` Pressure Distribution Detail - Ouick4 Standard Chamber Bed Typical(not to scale) METHOD A(PIPE SUSPENDED) METHOD B BACKFILL MATERIAL (PIPE ON TRENCH BOTTOM) NATIVE,OR FILL PER DESIGN SPECIFICATIONS vh W vF DEPTH PER DESIGN -III= � III-I PRESSURE PIPE HOLES AT 12 O'CLOCK WITH FIRST AND LAST ORIFICES AT 6 O'CLOCK Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. WARRANTY INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a)The structural integrity of each chamber,endcap and other coverage are damage to the Units due to ordinary wear and tear, accessory manufactured by Infiltrator(collectively referred to as alteration,accident, misuse,abuse or neglect of the Units; the "Units"),when installed and operated in a leachfield of an onsite Units being subjected to vehicle traffic or other conditions which septic system in accordance with Infiltrator's installation instruc- are not permitted by the installation instructions;failure to maintain tions,is warranted to the original purchaser("Holder")against the minimum ground covers set forth in the'installation instructions; defective materials and workmanship for one year from the the placement of improper materials into the system containing date upon which a septic permit is issued for the septic system the Units;failure of the Units or the septic system due to improper containing the Units;provided, however,that if a septic permit is siting or improper sizing,excessive water usage,improper grease not required for the septic system by applicable law,the one(1) disposal,or improper operation;or any other event not caused by year warranty period will begin upon the date that installation of Infiltrator.This Limited Warranty shall be void if the Holder fails to the septic system commences. In order to exercise its warranty comply with all of the terms set forth in this Limited Warranty. rights, Holder must notify Infiltrator in writing at its corporate headquarters in Old Saybrook, Connecticut within fifteen(15) Further, in no event shall Infiltrator be responsible for any loss days of the alleged defect. Infiltrator will supply replacement or damage to the Holder,the Units,or any third parry resulting Units for those Units determined by Infiltrator to be defective and from installation or shipment,or from any product liability claims covered by this Limited Warranty. Infiltrator's liability specifically of Holder or any third party. For this Limited Warranty to apply, excludes the cost of removal and/or installation of the Units. the Units must be installed in accordance with all site conditions required by state and local codes;all other applicable laws;and (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARA- Infiltrator's installation instructions. GRAPH (a)ARE EXCLUSIVE.THERE ARE NO OTHER WAR- RANTIES WITH RESPECT TO THE UNITS, INCLUDING NO (d) No representative of Infiltrator has the authority to change this IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS Limited Warranty in any manner whatsoever,or to extend this FOR A PARTICULAR PURPOSE. Limited Warranty. No warranty applies to any party other than the original Holder. (c)This Limited Warranty shall be void if any part of the chamber system(chamber,endcap or other accessory) is manufactured The above represents the standard Limited Warranty offered by by anyone other than Infiltrator.The Limited Warranty does not Infiltrator.A limited number of states and counties have different extend to incidental,consequential,special or indirect damages. warranty requirements.Any purchaser of Units should contact Infiltrator shall not be liable for penalties or liquidated damages, Infiltrator's corporate headquarters in Old Saybrook,Connecti- including loss of production and profits, labor and materials,over- cut,prior to such purchase,to obtain a copy of the applicable head costs,or other losses or expenses incurred by the Holder warranty,and should carefully read that warranty prior to the or any third party. Specifically excluded from Limited Warranty purchase of Units. Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information. r , 4 Business Park Road P.O.Box 768 Old Saybrook,CT 06475 INFILTRATOR® iwoaz''i°443sx as°-5"-'°°' - systems inc. www.infiltratorsystems.com U.S.Patents:4,759,661;5,017,041;5,156,488;5,336,017;5,401,116;5,401,459;5,511,903;5,716,163;5,588,778;5,839,844 Canadian Patents:1,329,959;2,004,564 Other patents pending.Infiltrator, Equalizer,Quick4,and SideWinder are registered trademarks of Infiltrator Systems,Inc.Infiltrator is a registered trademark in France.Infiltrator Systems,Inc.is a registered trademark in Mexico. Contour,Microl-eaching,PoyTuff,ChamberSpacer,MultiPort,PosiLock,QuickCut,QuickPlay,Snap Lock and StraightLock are trademarks of Infiltrator Systems,Inc. PolyLok is a trademark of PolyLok,Inc.TUF-TITE is a registered trademark of TUF-TITE,INC.Ultra-Rib is a trademark of IPEX Inc. ©2015 Infiltrator Systems,Inc.All rights reserved.Printed in U.S.A. C44 0315AG-0 Contact •r Systems' Technical Service's Department for :11 y�� TOWNnOFF BARRNSTABLE / LOCA"rION �'S� / �°IQy�C7 f Gib; SEWAGE VI :LA GE CO2f(Z8,7`" ASSESSOR'S �MAP & LOT ON—�/ INSTALLER'S NAME&PHONE NO. a[t0(��6 l9il,'�f SEPTIC TANK CAPACITY I WO �Ct 5 LEACHING FACELI TY: (type) 'Sk (size) (aX 3C)>C� NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: /0— �`Q7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility. (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t 1 G d , 'L: C A T ION y*5� SEWAG E PERMIT UO. INSTA LLEQ'S NA. E i AAA-DDR+ESS n@UILDER OR DATE PERMIT ISSUE D DATE ' COMPL1AWCE ISSUED .- �� . --'',i � , � � � � �� v`�` � � �� c� � �� i \\ �. •2 a, + - t s 1 NO. Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for �Dfigpogar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 7/7Y 5Wf0, /000 Type of S.A.S.Al Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boar f HAalth. / Signed Date l®< Application Approved by Date__4,�, , • q Application Disapproved forcfffe following reasons Permit No. 9� - (o(,.�/ Date Issued Fee L. 4A i Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ZIpplication for Mi5po5af 6potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. )) ��-- lowner's Name,Address and Tel.No. l Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A0010101i`1 C�asT� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building. A5e No.of Persons Showers( ) Cafeteria( ) Other Fixtures t, Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date - Title Size of Septic Tank L�'%ST//l s /Od0 Type of S.A.S. /4.1430iY Z Description of Soil Nature of Repairs or Alterations(Answer when applicable) d -Date last inspected: ` t/ i Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boar of Signed alth. _ Date ®/ Application Approved by { Date Application Disapproved for a fol owing reasons Permit No.9Qf - (o(�/ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER ,that t e On-site Sewage Disposal System Constructed( )Repaired(✓)Upgraded( ) Abandoned( )by O G'Of9 at G® has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - dated Installer Designer The issuance of this pen-rut ' all not a construed as a guarantee that the y t ill function as a ign0 Date Inspec tor- % / /! .f �. / Vn/ No. q— �.L/ (Jf—�31... Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS r Mi5po5ar *p!6tem Con.5truction Permit Permission is hereby granted to Construct f )Repair(VI U grade( )Abandon( ) System located at �/9 t and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by r aj�fy� � �4-Z vIV �L i O D� iAAL p wLIA- ►,.ti, . UK199 NOTICE: This Form Is To Be Used For the Repair Of Failed Se`tic Systems CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) I, klelrJ—. A—P�kAereby certify that the application for disposal works construction permit signed by me dated concerning the property located at tkz0Zk1,V/ lam, meets all of the following criteria: /The failed system is connected to a residential dwelling only. 'There � g e are no commercial or business es associated with the dwelling. / The sail is classified as CLASS I and the percolation rate is less than or equal to 3 minutes per inc:L Y T'.nere are no wetlands within 100 feet of the u'rorosed septic system There are no private wells within 150 fern of the'proposed, septic sysem r/ There is no increase in flow and/or change in use proposed There are no variances requested or needed Y The bottom of the proposed leaching facility will not be looted less than five feet above the ma.,dmum adjusted groundwater table elevation. [Adjust the groundwater tabie using the Fr=i for method when applicable) If the S.A.S. will be located with 250 feet of any vegetated wetlands the bott m of the o proposes leaching facility will not be located less than fourteen(14)feet above the ma.-dmum adjusted groundwater table elevation, Please complete the following A) Top of Ground Surface Elevation(using GIS information) . B) G.W:IIevation Z-7 +the MA x High G.W.Adjustment. _ DUTERENCE BETWEEN A and B SIGNED DATE: �`�✓l . (Sketch proposed plan of system on back]. q:bd&folder an a r r r2 TOWN OF BARNSTABLE LOCATION l�� / �111� r SEWAGE # -6 VII..LAGE G07Lt/t- ASSESSOR'S MAP'& LOT d 3,;?-©,3/ INSTALLER'S NAME&PHONE NO. 1f0� � �,�' r ?�/-MY SEPTIC TANK CAPACITY,J CGTX77—�. LEACHING FACILITY: (type) 1VF1i"1 y - -1 4fc�►sl(size) NO.OF BEDROOMS j BUILDER OR OWNER PERMUDATE: COMPLIANCE DATE: O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by - - --, k (3Z I i Engineering Dept. (3rd floor) Map (A 3 9 Parcel 3 r✓�� Permit# '9, dS 3 House# Date Issued — Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) 9G'�a j r&�ram.��gFe 9� Plana' _ r1HE r --- SEPTIC SYS BE D - -13P1Brd 19 IN$TALD 1 ' NCB `e$ TOWN OF BARNSTABM&RONM NT E° "NS D Building Pennit Application TOWN,REGULATI . Project Street Address - Lh J 1 Village , + uif - Owner S MR ?4f Q J 4-i_i I r us S t Address S Telephone - Permit Request PQ i 4i,1231 J First Floor 1 3 square feet bSeeeid-Reor square feet Construction Type Estimated Project Cost $ T42r7) Zoning District Flood Plain Water Protection Lot Size ,9 2 Grandfathered ❑Yes ErNo Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure ) Historic House ❑Yes 2No On Old King's Highway ❑Yes 0-56 Basement Type: U Vull ❑Crawl RIValkout ❑Other Basement Finished Area.(sq.ft.) (b A4n Basement Unfinished Area(sq.ft) (a'_: Q Number of Baths: Full: Existing�_ New Half: Existing <_ New No.of Bedrooms: Existing_4____New Total Room Count(not including baths): Existing New First Floor Room Count 15 Heat Type and Fuel: 0bas ❑Oil ❑Electric ❑Other Central Air R(Yes ❑No Fireplaces: Existing I New Existing wood/coal stove ❑Yes UKo Garage: ❑Detached(size) Other Detached Structures: afool(size) 91 n hnue n r t)nnl ❑Attached(size) ❑Barn(size) tone ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization (Appeal# Recorded M___ Commercial ❑Yes U No If yes, site plan review# Current Use�,�-P mi , Proposed Use &3 r)nP g,E)/ -ponoJ11 n joa n Builder Information "i`�"' Name Q L r1 Telephone Number 4 Address C1nj �'� n),eg r License# n l0 l 'c-h A I t � _(��(�3 j Home Improvement Contractor# h (t Worker's Compensation# ►'� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON.THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) Message Page 1 of 1 Stanton, David From: Stanton, David Sent: Monday, August 15, 2016 4:27 PM To: 'diane@ovariancancerl01.org' Subject: 55 Thankful Lane, Cotuit Hi Diane, Paul Roma spoke with me last week about your property. I am not sure whom you spoke with at the Health Division, however, I ran all the info I could locate on the property with the Health Director, Tom McKean, and we agree that you can continue to work on getting an accessory apartment permit, however, you will need to upgrade the septic system should you still want 4 bedrooms. Building permit#20453-"legitimize existing family apartment"was approved by a Health Inspector on 1-9-1997 with septic permit 96-666. The Building Permit stated 4 bedrooms. The problem being is while researching the property, we do not have a septic permit 96-666 on file. The logbook shows a permit was applied for and approved, however the permit was never closed out because it was not inspected and approved within the 3 year time limit and therefore the permit expired and was no longer valid. Due to the fact that the building permit said 4 bedrooms and was signed off by a Health Inspector, we are willing to allow it if the septic system is upgraded and approved for 4 bedrooms and two kitchens. Septic permit 99-664 was installed and approved for only 3 bedrooms. I assume what likely happened to cause this is that in 1996 when the building permit was signed off for 4 bedrooms, septic permit 96-666 was designed for 4 bedrooms. Septic permit 96-666 was not installed in the allowed time frame and expired. A new septic permit was pulled 3 years after the original septic to upgrade the septic to a 4 bedroom house. Somewhere there was likely a communication error between the homeowner and the septic installerab out either how many bedrooms were actually present or how many bedrooms were proposed, and a smaller septic system for 3 bedrooms was installed. Please feel free to contact me should you have any questions. Thank you, David W. Stanton, RS Chief Health Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Direct phone: (508) 862-4647 Health Dept. phone: (508) 862-4644 ` Health Dept. fax (508) 790-6304 8/15/2016 Message Page 1 of 1 Stanton, David From: Stanton, David .Sent: Monday, August 15, 2016 4:27 PM To: 'diane@ovariancancer101.org' Subject: 55 Thankful Lane, Cotuit Hi Diane, Paul Roma spoke with'me last week about your property. I am not sure whom you spoke with at the Health Division, however, I ran all the info I could locate on the property with the Health Director, Tom McKean, and we agree that you can continue to work on getting an accessory apartment permit, however, you will need to upgrade . . the septic system should you still want 4 bedrooms. Building permit#20453-"legitimize existing family apartment"was approved by a Health Inspector on 1-9-1997 with septic permit 96-666. The Building Permit stated 4 bedrooms. The problem being is while researching the property, we do not have a septic permit 96-666 on.file. The logbook shows a permit was applied for and approved, however the permit was never closed out because it was not inspected and approved within the 3 year time limit and therefore the permit expired and was no longer valid. Due to the fact that the building permit said 4 bedrooms and was signed off by a Health Inspector, we are willing to allow it if the septic system is upgraded and approved for 4 bedrooms and two kitchens. Septic permit 99-664 was installed and approved for only 3 bedrooms. I assume what Likely happened to cause this is that in 1996 when the building permit was signed off for bedrooms, septic permit 96-666 was designed for 4 bedrooms. Septic permit 96-666 was not installed in the allowed time frame and expired. Anew septic permit was pulled 3 years after the original septic to upgrade the septic to a 4 bedroom house. Somewhere there was likely a communication error between the homeowner and the septic installer about either how many bedrooms were actually present or how many,bedrooms were proposed, and a smaller septic system for 3 bedrooms was installed. Please feel free to contact me should you have any questions. Thank you, David W. Stanton, RS Chief Health Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Direct phone: (508) 862-4647 Health Dept. phone: (508) 862-4644 Health Dept. fax(508) 790-6304 F . 8/15/2016 Roma, Paul From: Diane Riche <diane@ovariancancerl01.org> Sent: Tuesday, August 9, 2016 12:04 PM To: Roma, Paul Subject: 55 Thankful Lane, Cotuit Attachments: accessor.pdf;,ATT446803.htm; Special permit.pdf;ATT446804.htm Hi Paul, You came out to our home and met with my husband last week for a pre-inspection for us to convert our existing family apartment into an accessory apartment. I went to the health dept. to get some copies of septic plans to submit with our application and it seems we have a problem. I purchased the house in 1994 as a 3 bedroom with an existing 1 bedroom apartment in the basement. In 1996 I applied for and received the Special Permit for the Family Apartment, effectively making the house a 4 bedroom. In fact, I have been taxed as a 4 bedroom since then. The health dept. is saying that they won't approve this accessory apartment permit because my plans say it is a 3 bedroom and my groundwater district won't allow me to upgrade the septic to a 4 bedroom system. Even though it has been a"legal" and approved 4 bedroom since before I purchased. I am attaching a copy of the Family apartment Special Permit and accessory record showing the home. listed as a 4 bedroom. Please advise as to what next. Thank you. Kind Regards, [7ccu�.Pi/2cchPi President, Ovarian Cancer 101 New England Coordinator, Ovarian Cancer National Alliance's Survivors Teaching Students Program® 55 Thankful Lane Cotuit, MA 02635 508-827-1212 Partner Member of the Ovarian Cancer National Alliance We are a 501(c)(3)non-profit charity and donations are tax deductible to the extent allowed by law. Know the symptoms of ovarian cancer... Bloating; Abdominal. pelvic oi- lower back pain 1`1rouble eating or feeling full quickly Ufri.iiary/Bowel changes .If any of these symptoms are can.si.sterit and persist more than 2 wveel s, talk to your doctor. i p _ r -„ No... . �.�.� Fps..... . ............... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH O�'j 1 ...........................................OF................................................ Appliration for Ui�pniial Works Tomitrnrtinn Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ... .. ..•-- ��I ° �.....6 ... 6 � _. at'on• dres t�q e /�� Address aV........................ ... �. . ------ Installer Address Type of Building Size Lot--- ----Sq. feet U Dwelling—No. of Bedrooms...... ,_...._Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e _._�+ yp of Building '�.. ._ No. of persons.... ...................... Showers ° — Cafeteria aO h fixtures ----....----•-. -•-------------••-•-----------------------------•-----------•---------------------------•--------------------.... W • Design Flow..... . ..... .40,6..........gallons per person per day. Total daily flow____---aS.-�.0....................gallons. '= Septic Tank—Liquid capacityjdt V.Q.gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench—No. ..........r.:...... Width...........___._._ Total Length.................. Total leaching area.............. ...sq. ft. �41Seepage Pit No--------------------- Diameter-----{tl_........ Depth below inlet.....j6...__...... Total leaching areaa�'2.k......sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_____--_--___.__..__._.- F%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .--- ------------_--------------- / ----- . . -•--•---•--...---•-•-..... ......-•------------- .. O Description of Soil....... ---------&.". ......� �� = J �%fi �► - W V ....--••-------------------•-------------------------------------•-•-•----------•------------------••----------------------------•-•-------...------....----•-.....-----------.........--•------------- W UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'i U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has Wbeissued by the oard of health. ° 00, Signed ---..---- /'] Date Application Approved By---••-------•-•-A....l . .��.. - _. .................•---••---•- Date Application Disapproved for the following reasons:---------•-•----------------------•---------•---•--.......................................................... ------•-•---------------------------•-------•------••-----------••-------.....--------......------------.---------------•-----------•--•-------•-------•-------•--•---------••--------------•----------- Date PermitNo......................................................... Issued.............................................-......... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........:......: ...............----.....OF.......................................................................................... Appliration for Uhipvii al Works Tomitrnrtiun ramit Application is"hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal SYStR at: - . ------• .............. ..•-•-. ne Address ..:. Installer Address Q Type of Building.. Size Lot... ...Sq. feet U Dwelling—No. of Bedrooms..._ q- Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type' of Building _ -No. of persons.. .................... :.Showers ( , — Cafeteria (. ,) G" O h fixtures ....=................................................................................................................................................ W Design Flow...;. _ :=._ .. ..........gallons per person per day. Total daily flow........S.,S.(.....................gallons. WSeptic Tank—Liquid capacityjO.0.0.gallons Lerfjth.................. Width................ Diameter......... Depth................ Dispos�I Trench—No. ........ Width'..... ............ Total Length.................... Total leaching area............... sq. ft. x . :, r OF Seepage Pit No..................... Diameter_.. f i...... Depth below inlet.....` #...... Total leaching,area.L _0......sq. ft. Z Other-Distribution box t( ) Dosing tank ( ) �•- 4.' ~' Percolation Test Results Performed by ...................... r........................ Dat ....._.._..........._.......... a ._,. ,.-•�' Test Pit'No. 1................ inutes per inch Depth of Test ,Pit..---............... Depth to ground water.......--............--. 11 Test Pit No. 2..........::....minutes per inch Depth of Test Pit--..........--...... Depth to ground wat r.._-.-----------.--.--_ W ................................ D Description of Soil. ......Q/!'1!_� .-._.., - �f 7� ----- A� q V V W ,--„e t U Nature of Repairs or Alterations—Answer when applicable..............:.....................:........................................................... P ............................... .................... Agreement: .r ; The undersigned agrees~to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned.further agrees not to place the system in operation until a Certificate,of Compliance has be issued by the board of healtli!. Signed b % . .. t' /') Date Application Approved By-------. . ..... ._. .A......... . . . .............................. ............: ,r Date Application Disapproved for the following reasons:_._.____•_________________________________________________..{:_._-.._____._.__..____....................:........ -•----------------•-•---••--•-•--•-----...._.._.....-•--•---------•---•---------••------.....-----------•.-.........--•----------------------..__...._..-------•---------•-•-•-----...Date---------••--- r` PermitNo......................................................... Issued_...................................................... Date w R THE COMMONWEALTH OF MASSACHUSETTS C / BOARD OF HEALTH ..........................................OF..................................................................................... (9rrtifiratr of ToutpliFanrr THIS IS T CERTIFY, That4hheeIndividual Sewage Disposal System constructed ( ) or Repaired ( ) by---------------------- '•--..C• * ...... s has been installed in accordance with the provisiA�sofTLE 5 of Th State Sanitary Code as described in the application for Disposal Works Construction Permit No.....l "° -_' ......... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATI;SFA TORY. DATE `a6L........... Inspector...../ ---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF............................................................................ J,► FFE........................ . &ndiivjdual Tnnotrnrtion rranit Permission ' reby granted •--------------------------------------------------------------•---.....................--- to Construct r epair wage isposal System .------•--- .---•.... - {-----`-•--------••---•----•--•-•--•-------•.------•--•------•------••.................. at No. ... Street / n pp as shown on the application for Disposal Works Construction Permit No.._Yra?`a2&Dated............. DATE................ (J �+ "/ -•-•---•--- of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS �UN u5t►J� �► \'IV � of n 0 94 Sr fi � 1011) �o F i 1 C�"r"EC.T�V AICNinII� Sr. ak Pro 3 sal,:�I Py� SRN i V IS 1,5t3 " 0 �.��, � �f� pPA S. t $•0 .. Z z0 '� gyp' o t sT•.ec�c .N . . _. . �.(� 9335 eoa coFr. DI/ Aoj. , ' lboa �1. . ►®ea. Goy tc. tEAcNN.i4 P,r r a t�t vK �i S�orrs J � � t3OT• �i7 - •�5S O t D L720dND� . : :.a, Loa F-C-0 Lp- -ZMJAJ lixjcw DRO P '© C-�A�era a DI SP05A L 13 5 1006 GA;c�. kAtdt�AA CA%PA e�lr� -Ppovivej> .- 50' TTOM 1T Z 78,E p D �- SIDES iT to �c �-x 2,S - 4� � �ZC-, p� � • Tcst`ok L( CA FAC- 1 T`i a yr r 5-4q'.7 P d,Cod►�'� . , D isPoSeAL. 5\45 't;lcqN E D 1 N �ccc�RDAt�SG� w i.Tf•-1�• . 2b��<r._sioNS o� Tut MIA,SS . ENJ IR014fEtitM NoCrov r• o� G �07�t,►�r V'��9�,�1 x 5 of S'rR A1�A �� S44 raw-r 4 . . .E . r PROJECT BENCH MARK I a 01 m 1 O ' TOP OF FOUNDATION ELEV. = 100.00 (ASSUMED) 00 302.6 t' I GRAVEL r _ I I 6• I �+✓ `t' ;✓ �'` ORIVEWAr ° I TEST HOLE #1 ' ELEV.- 96.00 TEST HOLE lye se I I IS• Prop"a ELEV.- 96.00 �- ---: 10 a BEDROOM NEw o•swat: ' � � J �, - i SEPTIC TANK �.ls ,;ti;�'!s i':."..j'• �,,;1 ' \ :42° 1000 1. �s, \ I HOUR TANK O ,:`, .f , LOCUS MAP 1 a I /ACCESSORY INLAW APARTMENT(EXIST) a full foundation II ` /ss ABovEc�uNO LOT ;ye M.M 1p.+Water-lir+a 'DECK POOL "Seo squo"beat WALKOUT ( \ —}-' BASEMENT (REAR) � I v DIATUFW`•6�' �E ••� • i � \ lit )� I� I ► lot `-� ORNE AY 0 20 40 50 It 7 1D 03 50 S I SCALE: 1 "=30' w I REV.: 1 -3-17 — per typos 0 o 0 GENERAL NOTES P LOT P LAN OF PROPOSED SEPTIC SYSTEM UPGRADE 1. Contractor is responsible for Digsafe notification, Verification of Utilities and protection of all underground utilities and pipes. PREPARED FOR TITLE V EXIST. ACCESSORY APARTMENT EXPANSION 2. The septic tank cril distribution box shall be set R 0 B E R T & D I A N E RICHE level on 6" of 3 4 -1 1 2 stone. TANK: 3. Backfill should be clean sand or gravel with no ADD 1000 GAL TANK TO COMPLY WITH TWO \ stones over 3" in size. AT COMPARTMENT TANK REQUIREMENT 4. This system is subject to inspection during installation 5 5 THANKFUL LANE by Shay Environmental Services ' 5. The contractor shall install this system in accordance MAP/LOT# 039 / 031 AO 2 t HI-CAP INFILTRATORS WITH D (two) C with Title V of the Massachusetts state code, the approved plan 1• STONE 4' NE ON SIDES 0 E UNDER, STONE E � AND 0 3' ON END and Local Regulations. C OT U I T MA 6. If, during installation the contractor encounters any ::"_= 1 soil conditions or site conditions that are different ,r ,.�,•c; :,,as��, PREPARED BY: THE PROPERTY LINES ARE APPROXIMATE AND from those shown on the soil log or in I our des F_ ign �'^ �� T E. �� Tr COMPILED FROM THE SURVEY PLAN BY WALTER OLOHAM, RLS `! 'f l r s`_ \,�- ' l" installation must halt & immediate notification be , C,a�. :. RME11/ ENTITLED: FOUNDATION CERTIFICATION OF 55 THANKFUL LANE, COTUIT MA, MA made to Shay Environmental Services DATED: JUNE 17, 1982 ' c ENVIRONMENTAL SERVICES 7. No vehicle or heavy machinery shall drive over the S V AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN septic system unless noted as H-20 septic components. % N� . ":1S1 ) ! IT SHOULD BE USED FOR NO PURPOSE OTHER THAN a f P.O. BOX 1576 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. THE SEPTIC SYSTEM INSTALLATION. ;z`4` MASHPEE, MA 02649 9. All Distribution Lines shall be 4' diameter Schedule 40 NSF PVC pipes. \.. - r /! Y.�•�•:.sue EXISTING TANK AND SAS TO BE RE-USED AND EXPANDED 10. All solid piping, tees & fittings shall be 4' diameter ::: TEL/FAX : 508-294-7498 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE Schedule 40 NSF PVC pipes with water tight joints. SCALE: 1"=30' DRAWN BY: CES DATE: DEC. 30, 20016 FROM THE EXISTING SAS EXPANSION TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. 11. Municipal Water is Connected to ALL OF The Abutting Properties Within 150 Feet. PROJECT55 Thankful FILENAME: 55 THANKFUL.DWG SHEET 1 OF 2 �.�' - 10' min. from 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ( SECTION A —A house to septic tank VENT 40 P Least%CharcodlOdor Facer PROFILE VIEW OF LEACHING SYSTEM EXISTING Foundation D-BOX cover must be Septla tank covers must be within 6' OF FINISH GRADE within 8" OF finished grade EXISTING Grade over Septic Tank - 98.00 a Grade over D-Box - 97.00 Grade over SAS - 97.00 to 98.00 Not t0 Scale Septic tank covers must be 3 HOLE H-10 within 6" OF finished grde 01ST. BOX 3" of 1/8" - I/8" Washed Peaeto4le 3/4" to f t/Y " Walshed Cfnashed Slane S - 0.02 .0.01 1 4" PVC (CAPPED) INSPECTION PORT TO BE 10. 3' Maximum Cove Top of SAS-Elev..94.75 EXIST. PIPE S EXIST. 1,000 GA 10 m0.01 INSTALLED AND TO BE WITHIN 6" OF GRADE FROM FOUNDATION rn � NEW 1,000 GAL 10 S-0.01 SEPTIC TANK SEPTIC TANK o O Effect a Depth II H-10 on Daft H-10 5' N rrj CONCRETE FULL FOUNDAn II II II aM O) (A 2' Ef f ee li i ve u u SYSTEM PROFILE °' Sidewall Not to Scale - ai ' II s j t W 5' P OVIDED c LAj 6 ' 5 6 Units @ 6.25' = 37.5' NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE a 4' 4 E a In of 3/4"-1 1/2" 34" O 37.5' compacted stone 3' o EffectlOve'Width M SOIL ABSORPTION SYSTEM (SAS) w Groundwater abserrad-NOW OBSO40-- (OR EQUIVALENT) BOTTOM OF TPI .SCOD NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 12" 8' PERCOLATION TEST ALL OUTLET Profs FROM THE .�;...+:, f .:... :;•.. •.., is•....„;':. DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER •;� 2-18• DIAM. ACCESS MANHOLES ., c Date of Percolation Test: DECEMBER 22, 2016 3- 5 .••:•: 1. •OUTLET •.t..a;•..:..c.+� 2 Test Performed By. CARMEN E. SHAY, R.S., C.S.E. KNOCKOUTS INLET /1} _ / < Results Witnessed By.DAVID STANTON (BARNSTABLE BOH) _ ss• '` 12• INLET ouTLET / :• r EXCAVATOR: CARMEN SHAY " Percolation Rate: Less Than 2 MPI ® 36 s• a �•. ':..•` '.�.. .y . !' 2 THE ACCESS COVERS FOR THE SEPTIC TANK. _ �'•; Test Hole Test Hole 's'S� DISTRIBUTION BOX AND LEACHING COMPONENT 4" - SCH. 40 Te SET 1.75' GRADE EPER THAN 6 SHALLBE RAISED TO WINCHES THIN FINISHED' ONo. 1 No. 2 PLAN SECTION CROSS—SECTION STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. INSTALL TUF-TITE GAS BAFFLES OR EQUALS DEPTH SOILS 96Ev. DEPTH solLs ELEV.6.0EXIST 3 HOLE H—10 DISTRIBUTION B O X PLAN VIEW o ss.00 o ss.00 3-2e REMOVABLE COVERS-\ Sandy Sandy Loam 10 YR 3/2 10 YR 3/2 PLOT PLAN LET 3 min. clearance 95.50 0"- 6" 95.50 INLET 8• min.T-12_ min. Inlet to outleIM. 'S VV11{{VV----I" Loamy Loamy -- - OUTLET -i-f Sand Sand 10•min. T7 Uyui�ievel 10 YR s/s 10 YR s/8 5' -7" ---- �$ 5' -7- 6"- 36" �. 93.00 6"- 36" B. 93.00 F PROPOSED SEPTIC SYSTEM EXPANSION egan soft Liquid depth depth Mad. Med. PREPARED FOR Sand Sand ROBERT 8c IAN RICH 2.5 Y 7/4 2.5 Y 7/4 84.00 D E E . .,,•.,:.•t.. .•.ti...�. :::.:'v; ..,:. .. .: :1 36"- 144 - 84.00 AT CROSS SECTION END—SECTION 55 THANKFUL LANE NOT TO SCALE ASSESSORS MAP 039 LOT 031 TYPICAL 1000 GALLON SEPTIC TANK COTU IT MA Number of Bedrooms: 4 Equivalent to 440 Gal. Day 440 Gol. Day per Title V Design Calculations Garbage Grinder: No „ %t, g PREPARED BY: EXISTING Leaching Capacity : 330 Gal./Day EXPANDED Leaching Capacity Proposed: 440 Gal./Day Minimum (Min. Per Title V) c,i SHAY ENVIRONMENTAL SERVICES Septic Tank 2 x440 Gal. aY = 880 USE EXIST 1,000 GAL. Septic Tank. Perc #1 7 f ; ADD NEW 1000 GAL TANK FOR TWO COMPARTMEN REQUIREMENT Depth to Perc:36" to 54" `' '� 1 SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Perc Rate= 2 MPI ASSUMED Bottom Area: 0.74 gal/day/sq. ft. x 430 sq. ft. = 318.20 gallons/da Groundwater Not Observed P.O. BOX 1576 Sidewall Area: 0.74 gal./day/sq. ft. x 212 sq. ft. = 156.88 gallon/day No Observed ESHWT ~i' `..; ' i.. .' MASHPEE MA 02649 Providing: =475.08 ' g gallons/day ADJUSTED H2O Elev. None EXIST. SAS - 4 HI-CAP INFILTRATORS with 4' STONE ON SIDES, 3 STONE ON ENDS & 1' STONE UNDER ENTIRE SAS TEL/FAX 508-294-7498 EXPANSION- ADD 2 HI-CAP INFILTRATORS AND STONE Use: (6) HI-CAP INFILTRATOR CHAMBERS, HAVING A 1' EFFECTIVE DEPTH, SCALE: 1 "=20' DRAWN BY: CES DATE: DEC. 30 2016 (3' W x 6.25' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AN 3' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER . PROJECT#55 THANKFUL ILENAME:55 THANKFUL.dwg SHEET 2 OF 2