HomeMy WebLinkAbout0884 CRAIGVILLE BEACH ROAD - Health (2) C
Town of Barnstable
aAaw�`s�ralat.>r.
Board of Health
�fD MA'S!►
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 John Norman,Chairrman
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
F.P.(Thomas)Lee,P.E.
Daniel Luczkow,M.D.Alt
March 14, 2022
Mr. David Coughanowr, R.S.
155 George Ryder Road
Chatham, MA 02633
RE: a 8.847.Cr'aigville'Beach R6ad, Centerville � A=.226-1:57"
Dear Mr. Coughanowr,
You are granted a variance on behalf of your client, Ann Harb Trustee c/o All Harb, to
construct an onsite sewage disposal system at 884 Craigville Beach Road, Centerville.
The following variances were granted:
310 CMR 15.212: To install a soil absorption system 4.5 feet above the maximum
adjusted groundwater table.
310 CMR 15.211: To construct a soil absorption system seven (7) feet away from a
foundation wall, in lieu of the twenty (20) feet minimum separation distance required per
the State Environmental Code
310 CMR 15.211: To construct a soil absorption system (at system #1) six (6) feet
away from a property line, in lieu of the ten (10) feet minimum separation distance
required per the State Environmental Code
310 CMR 15.211: To construct a soil absorption system (at system #2) eight (8) feet
away from a property line, in lieu of the ten (10) feet minimum separation distance
required per the State Environmental Code
310 CMR 15.211: To install a septic tank (7) feet away from a foundation wall, in lieu of
the ten (10) feet minimum separation distance required per the State Environmental
Code
Q:\WPFILES\Coughanowr 884Craigville Beach Road June 2020.docx
310 CMR 15.211: To install a septic tank eight (8) feet away from a property line, in lieu
of the ten (10) feet minimum separation distance required per the State Environmental
Code
310 CMR 15.211: To install a pump chamber eight (8) feet away from a property line, in
lieu of the ten (10) feet minimum separation distance required per the State
Environmental Code
Physical constraints at the site severely restrict the placement of the septic system
components due to high groundwater and the small size of the lot. The original
submitted plan provided only four feet of vertical separation above the maximum
adjusted groundwater elevation. During the hearing, the designer was advised to revise
the plan in regards to the vertical separation between the soil absorption system(s) and
the maximum adjusted groundwater elevation. On July 2, 2020, the plan was revised
showing the new soil absorption system(s) to be located 4.5 feet above the maximum
adjusted groundwater elevation. The revised plan appears to meet the maximum
compliance standards within 310 CMR 15.000, State Environmental Code, Title V.
Sincerely yours,
hn Norman
Chairman
docx
Q:WP/Coughanowr_ � ,
1 �C�1 ►� DATE:•
$95: 0.Q FEE* AW
;t
.'
- ow"wof REC.-BY.
�' t3nttxBrAzst.e,
B+ if- o e'a th. SCHED.t7ATE:a
,, 2,00 Main Street,Hyatirtis NIA 02b01
Office::56.94i-44t -
;' John T.Nornnan
FAX 508490-6304 MD.
'-:' Paul J ;Cann�ff,D,tvt'D::
rP (Thomas}Lee,Altcnnate
VARMANCE REQUEST FORM
LOCATION
Property Address: Cf'ai r U s �q Cat
Assessor's Map and Parcel Number: 2°:7,4 Stze ofLot:.
SSSIC>
W..etaands VJitltin;3:00 Ft. �6 Business Name:
Suivisioi.'Name::.
APPLICANT'S NAME. i ', p• aanQwl Phone:
bid the own,erof:the property auth:ortzc,you to represent<iztm ora€cr? Yes No...
PROPERTY OWNER'SNAIVIE CONTACT PERSON:
Narne- Name: h Gtvs nv G YIO t✓i^
Address: t 2�0 �?t?�S h S S�;ral:�o l >! A Address':`CYtgrl��-► rg, W!.4 02.C..33. 1,6-
4 2R4 l
Phone: 2: Phone:
_ .
EMAIL Datyiaeoy
VARIANCE FROM REGULATION tlnct.Reg.Coda11), REASONFOR VARIANCE(May aAuicl::separaic;shcet:ifmorccpace rseedcrij
See .L;41 qChec( �md I dot'` tN'!Tit'pYf MV0i::.:5PgCE'
NATURE OF WQRK: House Addition House.Renovation - ]tepar of Failed Septic.System °
Checklist (to be completed by of ee#qff persolt receiving variance regpest:gpplicatiorr)
lease subn>tl first four on list as 5 collated packets,
_ A. 1 ive.(5)copies of.thc.completcd varisi»ce request oft:
B. .F.ive(5),clboiCs'OFMA DEP'approval letters for Innovative/Altemativc'sep tic system(when proposing an 1/Asysterd`or
sccgndary treatment unit
l C. Five{5)hard copics:of e,n gin ccred:plan submitted(e.g septic system.plans)and.one,..;(7°)s electramc version submitted to email:.
•health a to�vn.barnstable maws *(pool Plan,-51ard'copies)
P. Five(5)copies-of labeled dimcnsronal iloorplans submittcd(e g house"plans or restau ant kstchcn ptans)and one(1)electronic
version. D w Wit'
A.catnpletcd sevcn'(7)page:cI List confsrtn ng review°of engtncercd septic systern plan by submitting;cngincer or R.S;
Signcd letter stating that the; roperty or business o�vncr authorized you to represent..hire cr forthis rcgucst
Applicant must ndtify abutters by certified mail at!cast tcn•days prior to•mccting,date of applicant's expense(for Title V'.and/or
1`ocal sewac regulation variances only).
Full menu—.Pive(5).c6ptcs of full menu submitted(for grcase trap variance rcguests.only).
i f ce Submitted&,§ 5.Ott far ike following variances: l) Ncw construction, 2) S'cptsc;repascs with incrcase,in f,ows, and;3},New.
owner/ncw'lessce:applying for food; pool or:body art variances Cxcmp ion's from Vanancc'T6c; 1) Scpttcsrepair.without an
increase in-tlow,and variances granted,at the counter,Z}Monitonng,f f ins,an63)Tcniporary Faod(not a"variance'):
- Vaeiance:request"ubmitt4b.t least.l5 days•p sor to rnectsng date;
.VARIANCE APPROV131)'
John,T:Norman
L NOT APPROVED Donald A;ouadagnoli,M;D.
REASON fORDISAPPROVi1t , PauI:J Csusniff,.D.M.D,
Qi\Application I'orma\VARIREQ +Rey Jan 1 202O.docx
ri
MAIL.-IN REQUESTS
Please mail the variance fee amount of $95.00 applicable),if a with the documents listed
{ PP ), along
below, to the following address; Checks payable to: Town of Barnstable.
• Town of Barnstable ,
Public Health Division
200 Main Street
Hyannis, MA 02601
For septic system variance requests, each of five packets must include:
1) Variance Request Form,
2) letter for the Board with further information on the reason for the septic
variance request (Optional), ,
3) MA DEP•.Approval letters for proposed Innovative Alternative (IIA) septic
system or a proposed secondary treatment unit (S.T.U.)
4) Engineering plans,
5) Floor plaits.
In additional to the five septic packets above, include one copy of the seven (7) page checklist,
the authorization letter, copy of abutters notice,'arid fee, if applicable (see checklist below).
Please send one electronic submission using a PDF or .jpg of the engineering plan and floor
plans to email: health@town.barnstable.ma.us. (Total email must be less than 10 megabytes.)
For grease trap variance requests, each.:of five packets must also include a full menu. (see
checklist below).
clrecklist . Please sxthmit first four on list as 5 collaterl,�aclseIs.
A. Five(S).copies of the completed variance request form
0. Five(5)copies of MA DEP approval letters for innovative Alternative septic system(when proposing an I/A or
secondary treatment unit.(S.'T.U.).. ,
C. Five(5)hard copies of engineered plan sti6ifidd(e.g.septic system plans)and one(1)electronic version submitted
to email: healthobarnstable.ma.us
D. Five(s)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and
one(1)electronic version submitted to email: hcaltli@town.barnstable.ma.us
A completed seven (7) page checklist, confirming all required items are on the engineered septic system plan
submitted by engineer or registered sanitarian.
Signed letter stating that the property or business owner authorized you to represent him/her for this fequest
Applicant mustnotify the abutters by certified trail at least ton days prior to meeting date at applicant's expense(for
Title V andlor local sewage regulation variances only).
Full menu—Five(s)copies or full menu submitted(for grease trap variance requests only)
Fee Submitted*$95.00 for the following variances: 1)New construction,2).Septic repairs with increase in flows,3)
New owner/new lessee applying,for food, pool or body art variances: Exem do m Mariano roe, t)Septic
repair without an increase in flow and variances granted at the counter.-�j M6i lko'ring Plans, and• 3) Temporary
Food(this is not a variance).
Variance request submitted at least 13 days prior to meeting date.
For further assistance on any item above, call (508) $62-4644
Email: healthAtown.barnstable.ma.us
Back to Main Public Health Division Page
VARIANCES REQUESTED
884 CRAIGVILLE BEACH ROAD - JUNE 7, 2020
310 CMR 15.212 - BOTTOM OF SAS DEPTH
TO GROUNDWATER- FIVE FOOT SEPARATION
REQUIRED - VARIANCE TO FOUR FOOT
SEPARATION REQUESTED.
310 CMR 15. 2110) - SOIL ABSORPTION
SYSTEM TO CELLAR WALL. 20 ft MIN
REQUIRED - VARIANCE TO A 7 ft
SEPARATION (BOTH SYSTEMS) REQUESTED.
310 CMR 15.2110) - SOIL ABSORPTION
SYSTEM TO PROPERTY LINE. 10 ft MIN
REQUIRED - VARIANCE TO A 6 & 7 ft
SEPARATION (SYS 1) AND AN 8 ft
SEPARATION (SYS 2) REQUESTED.
3.10 CMR 15.-211(l) - SEPTIC TANK
TO CELLAR WALL. 10 ft MIN
REQUIRED - VARIANCE TO A 7 ft
SEPARATION (FOR BOTH SEPTIC
TANK & PUMP CHAMBER) REQUESTED.
310 CMR 15. 211(1) - SEPTIC TANK TO
PROPERTY LINE. 10 ft MIN REQUIRED
VARIANCE TO AN 8 ft SEPARATION
(FOR BOTH SEPTIC TANK & PUMP
CHAMBER) REQUESTED.
6/8/2020 Mail-David Coughanowr-Outlook
i
I
June 1,2020
Re;Authorization Letter
884 Craigviile Beach Road
Ba
rnstable a Board of Health
Barnstable,MA
I hereby authorize David Coughanowr,R.S.to represent us at a variance request hearing for the upgrade of
a substandard septic system at 884 Craigville Beach Road,
I
Sincerely,
(signature)
r
(print name)
(date)
I
I
h'ttps:Houtlook.live.com/mail/O/inbox/id/AQMkADAwATEyN2M3LWVhNzMtMjAONSOwMAItMDAKAEYAAAOpMCg4imAMS4ul at05iif4BwB%2By2kCgy... 1/2
6/8/2020 Mail-David Coughanowr-Outlook
https://outlook.live.com/mail/O/inbox/id/AQM kADAwATEyN2 M3LWVhNzMtMjAON SOwMAItM DAKAEYAAAOpMCg4lmAMS4u 1 at05iif4BwB%2By2kCgy... 2/2
J
® Commonwealth of Massachusetts
�i Executive Office of energy & Environmental Affairs
Department of Environmental Protection
r z One Winter Street Boston, MA 02108.617-292-5500
Charles D.Baker Matthew A.Beaton
Governor Secretary
haryn 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 12, 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:,xwN.m.ass.gov/dep
Printed on Recycled Paper
v
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.
a
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 Leaching10
Area
SF/LF
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-201 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
t
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 flow, 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
15.25 1(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 • 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.
r..
Crocker, Sharon
From: Stanton, David
Sent: Monday, June 15, 2020 8:17 AM (�
To: Miorandi, Donna; Crocker, Sharon
Cc: McKean,Thomas; 'Davidcou@hotmail.com'
Subject: RE: BOH Plan review
Re:Variance#1, 1 don't see that the perc form has been uploaded and approved in view permit, which needs to be
done first. Is it truly 2 min/inch perc or is it less than 2 min/inch? The reason I ask, Don did not put a note in the
comments saying it was 2 min/inch, so we assume it is less than 2 min\inch, which does require a 5 foot separation vs. 4
foot, unless a variance is granted. I have no issue either way,just want to make sure we have it correct because if it is
truly 2 min/inch, a variance is not needed for 4' separation.
Thanks,
Dave esy
From: Miorandi, Donna
Sent: Friday, June 12, 2020 4:23 PM
To: Crocker, Sharon
Cc: McKean, Thomas; 'Davidcou@hotmail.com'; Stanton, David
Subject: BOH Plan review
Hi Sharon &Tom: I have reviewed all the variances requested for 884 Craigville Beach Road, Centerville submitted by
David Coughanowr. Here are my comments:
Variance#1 310 CMR 15.212 Depth to groundwater from SAS. Requesting a 4 ft separation versus a 5 ft separation in 2
min./inch soils.
My comments are that this is a four foot separation however, this system will be pumped up to a higher level from
where it was perced at. Groundwater was found at a little more than 6 feet down. The adjustment of groundwater is
not that high and perhaps I believe it is right across the street from Nantucket Sound where there isn't that much of a
fluctuation.
Variance#2 310 CMR 15.211 (1) SAS to cellar wall from 20 ft to 7 feet.
My comments are that this is more than 50%that we generally grant but it is a small lot and is maximum feasible
compliance in my opinion. If you push it out any further then you increase the already requested variances on the other
side to the road. "
Variance#3 310 CMR 15.211 (1) SAS to property line from 10 ft to a 6, 7, &8 ft.variance.
My comments are this again is a small lot and it is more than 50%that we would generally grant so I am good with this
one.
Variance #4 310 CMR 15.211 (1) Septic tank to cellar wall from a 10 ft required to a 7 ft separation for both septic tanks
and pump chamber.
My comments are once again this is more than 50%that we generally allow for a variance and it once again being a
small lot I am okay with this. The septic tank is H-20 rated and the buoyancy calcs are good. Buoyancy calcs on pump
chamber are also good and it is H-20 rated.
Variance#5 310 CMR 15.211 (1) Septic tank to property line as well as pump chamber. Required 10.ft but requesting 8
ft.
i
Fa
My comments are that once again a small lot and this is more thank the 50%that we would generally approve.
IrAPORTANT NOTE BELOW REQUIRING A REVISION TO THE PLAN:
In addition,there is one correction to be made and I shall email David Coughanowr on this matter. This system needs an
approved effluent filter because it is a dual compartment septic tank with a pump chamber. 310 CMR 15. 231(10)
states : An effluent tee filter or equivalent technology approved by the Department is required prior to or within a
dosing chamber. The plan submitted does not comply with this requirement.
All in all this is an improvement on the existing two single cesspools that are now on this property and deeper into the
ground I am sure than the proposed SAS will be located.
Donna Z. JUGioran4 A-J.
Town of Barnstable L
Health Inspector
Public Health Division
200 Main Street, Hyannis, MA 02601
The information contained in this electronic transmission ("e-mail"), including any attachment(the "Information"),
may be confidential or otherwise exempt from disclosure. It is for the addressee only.This Information may be
privileged and confidential work-product or a privileged and confidential communication.The Information may also
be deliberative and pre-decisional in nature.As such, it is for internal use only.The Information may not be disclosed
without the prior written consent of the Director of Public Health and/or the Town Attorney's Office of the Town of
Barnstable. If you have received this e-mail by mistake, please notify the sender and delete it from your system.
Please do not copy or forward it.Thank you for your cooperation.
L
M
2
ro fiogd
VARIANCES REQUESTED 4 St`eej
LEGEND NOTES ue
Ce�t�ille
en
310 CMR 15.212 - BOTTOM OF SAS DEPTH SEPTIC COMPONENTS craigville gee�e�tl� 4.
TO GROUNDWATER- FIVE FOOT SEPARATION
REQUIRED - VARIANCE TO o 4.5 FOOT SOIL REMOVAL AREA -REMOVE ALL
SEPARATION REQUESTED. 1500 GAL 2 " _ FILL AND UNSUITABLE SOILS DOWN e -COMPARTMEN <a'g
SEPTIC TANK TO THE C STRATUM AND REPLACE ' 1 eeachRoa
m
310 CMR 15.211(D - SOIL ABSORPTION WITH CLEAN MEDIUM SAND PER c
SYSTEM TO CELLAR WALL. 20 ft MIN 1000 GALLON TITLE 5 (310 CMR 15.255(3)). 9t�- 3'a
REQUIRED - VARIANCE TO A 7 ft PUMP CHAMBER aQ = Avenue
SEPARATION (BOTH SYSTEMS) REQUESTED. BOTH SEWER LINES ARE TO BE
REPLUMBED TO EXIT DWELLING
EXISTING AT LOCATION SHOWN ON PLAN
310 CMR 15.211(1) - SOIL ABSORPTION
LEACH PIT/ AT ELEVATION ON FLOW PROFILE.
���..JJJ
SYSTEM TO PROPERTY LINE. 10 ft MIN CESSPOOL INSTALL 40 MIL POLY LINER
SEPARATION lSYS 1I ANDD AN 8 ft
REQUIRED - VARIANCE A 6 & 7 ft DISTRIBUTION BOX 0 AS SHOWN. L O C U 8 M A P
SEPARATION (SYS 2) REQUESTED. TEST PIT
310 CMR 15.21KD - SEPTIC TANK
TO CELLAR WALL.. 10 ft MIN
REQUIRED - VARIANCE TO A 7 ft EXISTING CESSPOOLS INCLUDING
SEPARATION (FOR BOTH SEPTIC
TANK & PUMP CHAMBER) REQUESTED. ANY NOT SHOWN ON THIS PLAN OBSERVED GIN 6.03
ARE TO BE LOCATED & SHALL BE
310 CMR 15.2111U - SEPTIC TANK TO PUMPED, COLLAPSED AND FILLED. T INDEX WELL MIW-29
ZONE A
PROPERTY LINE. 10 ft MIN REQUIRED OvuFD s ZONE A
READING DATE MAY 2020
- VARIANCE TO AN 8 ft SEPARATION READING 6.32
(FOR BOTH SEPTIC TANK & PUMP ADJUSTMENT 0.42
CHAMBER) REQUESTED. • ADJUSTED GIN 6.45
C, sr 40
9�6 ft
12 / `t 4 r P�A/V ,3 58/0 •• I
q SSR k 92 f a
O y= "AP 226 o AGE 135 / -
CAST
TO ORADECOVERS 1 2 '___ x, FgpUTF Ate INS c 157
9 PLUMB/Hp 7-0
y}
g o U �QN0
13 8 O _ G
fr 0L9��O�O�i%I
PROPOSED SOIL
w c TON ;
ABSORPTION a �� o �� PND DRIVEWAY tr
o
SYSTEM 1 VENT \ ��
-SEE
DETAIL
PIPE F
14
40 ex/sr(NG77.
`
SOIL \ - Y (pyFB'U[ i�q
p CONTOU 12 a -a
REMOVAL w � � _ (TYP) �� � •
AREA13
f
k ROpO
OIL 14 _
f s
f
YSTtC/� N-SEE z � p p �j 2
THIS IS A - s f €� F Lr00 �1� ON"41( �€ fi.: lJ T#L�§ Il § S
t
RAI
COLO�a F
PLAN WATER LINE
' OAS LINE =`�G
USE COLOR PLAN ONLY
FOR INSTALLATION OVERHEAD WIR FULL DETAIL IS BESTPLAN
a kUTILITYVIEWED IN s `
FULL COLOR POLE
SCALE: I in. = 20 ft
�4
E G I L
O 20 40 ���NSZpB S pgT�M�j�
�OJ ELEVATION b
o l0 20 12.00
PRINT ON 11 X 17 in TOP of FOUND
PAPER FOR PROPER SCALE
VENT
IF L - 0 W P IRD, 0 F El
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE IT BET 1/ 4n PVC PIPE
EL = 12.00 +- 6 in OF FINAL GRADE
AND TO PITCH AT 1/8 in/ft MINA`
11.60 12.0 v� 13.3 3�M
CAST IRO All
N CONFAB D-BOA JM2 in St0 GRADE USE NSPECTION 110.83 RATED12.28IN PORT F II
10.45 TEE
USE H-20 RATED _ - -- - __
-- —__— -- —__— -- --_ -mming
N ALL REFER TO DETAIL Box 12.12! ==== =-== ====== USE
============ H-20
.'.65 �LL 11.95 ====== RATED
PLUMB TO SEPTIC TANK 9.25!! 6 in � NITS
REFER TO DETAIL BOX 4.75 PLW CHHALLM ER 8.95 ! B�EEi 11.87 ®�� ���®���0®�
USE H-20 RATED 4.45 ! -- SYSTEM
—REFER TO I Ln
6 in STONE BASE 9.20 DETAIL BOX Q
6 in STONE BASE 1 3-8 ft ADJUSTED SEASONAL
7 ft 5 ft I7 ft --> ]0.95! HIGH GROUNDWATER 6.45
' PIPE BETWEEN PUMP CHAMBER AND D-BOX
® ® SHALL BE 2 INCH SCHEDULE 80 PRESSURE
r,x
PIPE WITH THRUST BLOCKING AT BENDS.
BED BED BED BED ROOM ROOM ROOM ROOM ���N OF Algss9 �ZN OF MASS
' DAVID �yG� o�P DAVID '(' e - - SEWAGE DISPOSAL
D. D. �� SYSTEM PLAN
QCOUGHANOWR n COUGHANOWRVN
No. 1093 No. 461 I -TO SERVE EXISTING DWELLING
BATH LIVING LIVING BATH ANN HARB,
ROOM ROOM s TRUSTEE
KITCHEN KITCHEN S N 1 p� A �O
��•, ' ' OWNER(S) OF RECORD
884 CRAIGVILLE BEACH RD
REVISED JULY 2= 2020 tss Gec R deg Rd s CENTERVILLE, MA
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM PROPERTY ADDRESS
Chatham, MA 02633
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACEMENT OF ADDITIONS, SHEDS. FENCES OR SWIMMING POOLS. OWNER DoviidcouLOH^otmoil.com DATE: JUNE 7. 2020
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SOS 364-0894 PG.lI2 JDB- ETE-4453 C N
• • _: r . , .
SOIL :, TESTLOG: ' . - - DE.�.I � N = �"AL-CULATIONS'
SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE *461 DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD
WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. SEPTIC TANK: 440 GPD X 2 DAYS = 880 GALLONS
TEST PIT 1 GROUNDWATER
THAN 2 ENCOUNTERED
AT 74 MINIIN H IN C Sin INSTALL NEW 1600 GALLON TWO COMPARTMENT TANK.
DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW.
ELEVATION DEPTH SOIL USDA
TEEXXT SOIL I (MILL) MOTTLES OTHER
12 20 SOIL ABSORBTION SYSTEM:
0-28 FILL SOIL ABSORPTION SYSTEM 1 DEPICTED BELOW CAN LEACH:
28-34 Ap SANDY LOAM 10 YR 3/3 NONE FRIABLE
34-E+0 Bw LOAMY SAND 10 YR 4/4 NONE LOOSE 9 UNITS x 6.25 ft / UNIT = 56.25 L.F. (LINEAR FEE
6.03 _ 50-120 C MEDIUM SAND 10 YR 6/2 NONE LOOSE 56.25 L.F. x 4.73 S.F./L.F = 266.06 S.F. (SQUARE FEE
2.20 266.06 S.F x .74 O.P.D. / S.F. =196.8 gal/day
2 GROUNDWATER INCN C SOI S ENCOUNTERED 70 1n SOIL ABSORPTION SYSTEM 2 DEPICTED BELOW CAN LEACH:
TEST PIT 2 L
ELEVATION DEPTH SOIL USDA SOIL sou COLOR SOIL OTHER
7 UNITS x 6.25 ft / UNIT = 43.75 L.F. (LINEAR FEET)
I1 85 tloEs HORIZON TEXTURE IMIN ELL) MOTTLES 43.75 L.F. x 7.79 S.F./L.F = 340.8 S.F. (SQUARE FEET)
0-24 FILL 340.8 S.F x .74 G.P.D. / S.F. = 252.2 gal;d a y
24-30 Ap SANDY LOAM 10 YR 313 NONE FRIABLE TOTAL FLOW = 19 6.8+2 5 2.2 = 449 GPD.
6.02 _ 30-48 Bw LOAMY SAND 10 YR 4/4 NONE LOOSE INSTALL THE TWO LEACHING SYSTEMS AS CONFIGURED.
48-120 C MWILIM SAND 10 YR 612 NONE LOOSE FLOW CAPACITY = 449 gol/doy WHICH EXCEEDS THE
1"85 440 gol/doy REQUIRED FOR A FOUR BEDROOM DESIGN.
1500. GALLON Hm2® DUAL
YNL DB-H20
COMPARTMENT SEPTIC TANK
DIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN
DIMENSIONS & DETAIL
USE SHOREY r, -
.: � . STPC152 : 12 rn
MIN
' L0 FROM
TANK �O
AS
6 f t- 6 In STONE BASE
usE I in 21 in 2� CROSS SECTION' VIEW
H-20
RATED. 4 ^,
rp�
SOILS ABSORPTION
CONSTRUCTION
b f SYSTEM DETAIL
'U' PIPE THROUGH OR OVER BAFFLE, OUTLET USE INFILTRATOR SYSTEMS INC. HIGH CAPACITY
OF EACH COMPARTMENT WITH GAS BAFFLE CHAMBERS USE GRAVEL FREE INSTALLATION.
OR APPROVED FILTER. USE DEP APPROVED INSTALLATION PROCEDURES.
CAST IRON INSPECTION USE
INLET CENTER COVER TO BUOYANCY 18.75 ft H-2o
COVER COVER GRADE PORT RATED
y r EFFLUENT CALCULATIONS w NITS
,3 /N DROP WppE FILTER SHOW ON
f ESTIMATED SEASONAL NU)
O
In= FLOW LINE_ -► HIGH GROUNDWATER = 6.45 AS BUIL T
10 In = Y4 TO BOTTOM OF CARDCD
u, D-BOX SEPTIC TALK = 4.75
DEPTH OF WATER
48 /n 5 DISPLACED = L70 ft
0
LIQUID :pP�F�, EXTERIOR
XTflC DIMENSIONS o ft 9 UNITS TOTAL - 6.25 ft PER UNIT
cEVE� eP 500 1000 R x 6 x L7 = n22 cu ft CROSS SECTION VIEW
GALLONS GALLONS 112.2 cu ft x 7.48 = 839.3 gol
839.3 x 8 1b/ -- 6714 M
b in STONE BASE RESTORE VEGETATIVE COVER'
y EjQ�5 ,Ir BACKFILL WITH CLEAN PERC
SEPARATION BETWEEN INLET & OUTLET SAND TO TOP OF CHAMBERS
TEES NO LESS THAN LIQUID DEPTH TANK WILL NOT FLOAT
CROSS SECTION VIEW I 1
1000 GALLON PUMP CHAMBER n Z UNITS HI-CAP TO
EFF DEPTTOTALDEPTH
DIMENSIONS AND DETAIL ELECTRICAL PERMIT NEEDED
FOR PUMP SYSTEM Z EXISTING
2.833 ft SUITABLE
BUOYANCY „; EFFECTIVE WIDTH = 3 x 2.833' = 8.50' MATERIAL
CALCS ��`� ~ _
us
SEAWATER == 6.45
BOTTOM OF
PUMP CHAMBER = 4.45 c
DEPTH OF WATER
EXTEVT -= 9 ft x S.25 ft F o ': a Z <0 CONSTRUCTION
9.0xS25x20zMcu t o �V O Jo SYSTEM 2 DETAIL
94.5cuftx7.48a707go/ v U.
�� a <¢ r
707 x R /b/ 5656 # 9 f + ~ Lu
m z W O ~
_ Mtn W z c USE DEP APPROVED GRAVEL FREE
PU IR CHAMM WEIGHS 172500 ° r ~ c ' -z
PUP CHAMBER WILL NOT FLOAT ' ft'3 s =b zW Wa INSTALLATION PROCEDURES.
!j W FW =F =
W�OM BY hI MTIFIED A WATERPROOF O BEEELECTRICAL
I DEE OUTSIDE C %n uONS ~_j -J OA 1.- 4 REFER TO D.E.P. LETTER OF TRANSMITTAL X 2 5 918 i�= �tA $Av APPROVAL OF INFILTRATOR HIGH CAPACITY CHAMBERS.
FOR
CONTROL PANEL TO CONSIST OF AUDIBLE AND VISUAL ALARM ON ¢O F u.0 ,Z<
INDEPENDANT CIRCUIT AND TO BE LOCATED OUTSIDE DWELLING. 3 J W 0,� INSPECTION
�d
USE BARNES SE411 PUMP 0.4 HP, 115 V, 1750 RPM a H OK O<� PORT
PASSING 1-1/2 in SOLIDS u+ V p�- W°a►-
PROVIDE 1/4 in INSTALL QUICK COVER WN <> WWv 7 UNITS x 6.25 ft/UNIT
WEEPHOLE TO DISCONNECT TO c �< 0V zed = 43.75 ft
DRAIN PIPE AFTER COUPLER GRADE
INTO RISER LE .IA W X_N
PUMP CYCLE <a-O-�W v�i W W CROSS SECTION VIEW
�j TO WoLn ==0131:1-
03��V>u. c0
--► D-BOX ZZ U. Ju. HI-CAP BACKFILL WITH CLEAN PERC
FROM STORAGE = 500 GALLONS OOzz00- ¢"0 UNITS
WEEP O W e; SAND TO TOP OF CHAMBERS
�z
SEPTIC ALARM ON 24 In HOLE ��dc"sW =0z
Wa�jW W� V,Jd
PUMP ON 17 /n ja
CHECKLu
0 OV O O a I i" IC
VALVE _,�VN= 10 H 20
PUMP OFF 12 In z c z W RATED
T I i i 11 Inch AL DEPTH NITS
EFF DEPTH
6 In STONE BASE
DOSING = 104 GAL/CYCLE = 4 CYCLES/DAY 2.83 ft
STORAGE = 500 GALLONS j, 440 GPD REQUIRED
CROSS SECTION VIEW
SEWAGE DISPOSAL SYSTEM PLAN 884 CRAIGVILLE BEACH RD CENTERVILLE, MA711JUNE 7, 2020 ETE-4, PG 2/2