HomeMy WebLinkAboutMiscellaneous - 550 BOXFORD STREET 12/28/2015 (4) I
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* CHRISTIANSEN & S , INC
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET, HAVERHILL, MA 01830
Owner's Certification for 602 Boston Street Lot 2
I, Robert Messina, the owner of record of 602 Boston Street Lot 2, hereby certify to the
following:
1. 1 have been provided a copy of the Title 5 Innovative Alternative Technology
Approval for General use dated 2/19/2015 , the Owner's Manual with
maintenance , and I agree to comply with all terms and conditions;
2. The design does not provide for the use of garbage grinders. This restriction is
understood and accepted;
3. Whether or not covered by warranty, I understand the requirement to repair,
replace,modify or take any other action as required by the Department or the
North Andover Board of Health (NABOH), if the Department or the NABOH
determines the system to be failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303.
Acknowledged:
Robert Messina
Messina Development Corp.
`
Con)rnonvVeakhofMassachusetts
Executive Office of Energy &Environmental Affairs
Department of En v^r[ r-i m en ta l Protection
OneWinter, Street Boston, MAO21OB°O17-2B2-55DO
Charles o.snxe' Matthew x, Be;mo |
Governor Secretary |
Kufy^EPolito wortinSvvborg
Lievmno^\oovemo/ commissioner
APPROVAL FOR GENERAL USE
Pursuant Ln Title 5, 3lUCM}l {5.00O
Name and Address o[Applicant:
Iufi}batnrSystems,Inc.
P.0. Box 768
6 Business Park Road
Old Saybrook,C706475
Trade name of technology and model: Biob Capacity chamber, Blob Capacity l{-20 obaodbcr/` ()oiok4
B6ubCupuuityobood�cr' L)ui��4I{iuh (�u�uoityD]] obaud`uc, 0nick4 Plus Bio6 Capacity |
~ High ` (
inch invert)` 0oiok4 Plus High Capacity chamber (13-inch invert), Standard chamber, Cuiok4 Standard '
obuoihcr' ()niok4 Standard HD oboubor, {}uiob49hm Standard chamber (5.3-inch invert), ()niok4 9loo
Standard o6aodber (8.O'inob invert), 0niok4 Plus Standard LP (Low Pnvfile) chamber (3.3-inch invert),
Uuiok4 Plus Standard LP (Low Profile) chamber (8-iuo6 invert), Infiltrator 3050 (Storm Tech 3C'740) �
chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer �
36 chamber, 0uick4 Equalizer 24L9 (Low Profile) chamber(6 inch iuvert), and(}oiok4 Equalizer 24LP
(Low Ptofi/elchamber (2 inch invert) (hereinafter the "Sym(onu"}. Schematic drawings o{the System and
u design and installation manual are a part of this Cedifioabuo. This approval allows the installation of �
the above identified chambers without aggregate.
Transmittal Number: X259883
Date ofRevision: February 19,2015
Authority for Issuance
Pursuant toTitle 5 of the State Environmental Code' 310CK4B l5.00O` the Department ofEnvironmental
Protection hereby issues this Certification to: lufi|butoz Systems, Inc., P.O. Box 768, 6 Buoiuoma Park
Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described
herein. The me}m, design, installation, and use of the System are conditioned on compliance by the
CnnU?uuy, the I)emigunr` the Iuatoiloc and the Gyntoou [)ovuoz with the touoa and conditions set
fbdb below. Any uouc000p}iuuoo with the terms or conditions of this Annunvnl constitutes o
violation of3lOCMBL 15.000.
Februa!y 19, 2015
David Ferris, Director Date
Wastewater Management Program
Bureau of Water Resources
'this information/°available m alternate format.Call Michelle wo/urw's:""um.Diversity o/muo,.aton-2"z'srs1.nv»m",on°/arService 1-800-439'2370
manooepwe»nxo-*Amm^"coovwe^
momxon Recycled Paper
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Infiltrator Chamber,Infiltrator Inc. Page 2 of 6
Approval for General Use—February 19,2015
I. Design Standards 1
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 15x 100x 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 22.25'
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
r 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.
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Infiltrator Chamber,Infiltrator Inc. Page 3 of 6
Approval for General Use-February 19,2015
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3. The total effective leaching area for any Chamber Model shall be calculated by 1
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 SPLIT
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.
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Infiltrator Chamber,Infiltrator Inc. Page 4 of 6
Approval for General Use—February 19,2015
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
SFILF
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
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,
11. 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 Inc. Page 5vf6
Approval for General Use—February l9.2oD
'Standard Conditions'), except where otu\cd oihorvviun in these Special
Conditions.
2. New Construction This Certification is for the installation ofu 8ymtuoo to yon/u
ocvv000mtuictioonruucrietiugfkoilih/vvithopropoaedLuoroomoin1On9/` fnc
which a site evaluation in compliance with 3 10 CMR 15.000 has been approved
by the Approving Authority and the site meets the siting requirements for new �
construction, uo provided iu Para raph 6 in section 11 Design and Installation �
B±guiccnnonts of the Standard Conditions.
3. Remedial Site This General Use Certification also oyylica to the installation of
8ymtcro for the upgrade or ropl00000cut of an existing failed or uouonuforooiug
system, provided that the facility meets the siting requirements for upgrades, as
provided in Paragraph 7 in section 11 Design and Installation Requirements ofthe
Standard Conditions
4. The System shall he exempt from the minimum inlet spacing requirements nf3l0
CMRl5.253.
5. The System shall have a minimum ofone inspection port through the top wfone
nf 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 ia installed in trench configuration, then the system shall
comply with these requirements: |
n) Length(each trench) lO0 feet maximum(310CMR 15.251(1)(o)); �
�
b) Width(each 2 feet minimum tn3 feet maximum(3l0CMR
15.25|(l)(h)). - Chambers greater than 3 feet wide,when specifically
approved, are subject to other Special Conditions and limitations;
o) The minim-Lim separation distance between any two trenches shall botwo
times the effective width or depth of each trench, whichever ia greater, oz
where the area between trenches is designated as reserve area, three times the
effective width nz depth of each trench, whichever iu greater(3lOCMR
15.251(1)(d));
db The effective leaching area shall be calculated using the bottom area and a
maximum nf two feet(per side) of side wall area for each trench (3lOCMDL
15.251(l)(c));
6 Trenches shall bc situated, where possible, with their long dinuooniou
perpendicular to the ulnyo of the natural soil. Where possible they shall follow |
|
the contour lines /]lACMI{ l5.25l(2) ' �
f) Trenches constructed at different elevations shall be designed to prevent
effluent from the higher booch(oo) flowing into the lower trsucb(oo) (3 10
CMR 15.251(3));
g) The area between trenches may bc designated ao 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 io greater(3lOCMBLl5.25l(4)) - Chambers greater than 3feet
Infiltrator Chamber,Infiltrator Inc. Page 6oy6
Approval for General Use-February 19,2Nx
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 3lOCMRLl5.24l (]l0CMR
15.251(11)).
7. When installed in trench configuration, approved Alternative Chambers greater
than 3 feet wide:
o\ shall be installed with oomiui0000z separation distance between any two �
trenches of two times the actual width of the chamber, nr where the area
between trenches is designated aureserve ozoo, 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 iuu bed ozficld configuration, the System may buinstalled
without distribution piping, but must comply with the following requirements in
310CM}l15.252:
o\ the use ofleaching beds or fields io restricted ho systems with ocalculated
design flow of less than 5,V0Ogpd per leaching bed uz field(3l0CMR
15.252(l));
b) the maximum length of chambers in series shall be 100 feet(3l0 CMR |
I5.252(2)(b)); �
o) separation distance between adjacent beds/fields shall bu ten feet(3lOCMI{ �
15.252(2)(f)); and �
d) the effective leaching area shall include only the bottom area, not the
nidevvoOo (9|UCMI{ 15.253(2)/i)).
9. For Systems constructed infill and installed, the System shall be installed as
specified iu3lOCYWRl5.255 Construction io Fill, except the minimum 15 foot
horizontal separation distance tobnprovided between the soil absorption area and
the adjacent side slope shall be measured horizontally from the top ofthe
choonboc
10. The System ia exempt from 3l0CMBL i5.287` opnoifivallyitems: (5)requiring
written notification of alternative system prior to property transfer, (6) need for
uortificdoperator, (9)need for ao operation and maintenance contract with uo
operator and(l0) deed notice requirement.
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