HomeMy WebLinkAbout0022 CLAMSHELL COVE ROAD - Health 22 Clamshell Cove Road
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BARNSTABLF. Board of Health
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200 Main Street, Hyannis MA 02601 2007
Office: 508-8624644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
JunichiSawayanagi
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November 16, 2012
Mr. Winston Steadman
All Cape Environmental Services, Inc.
P.O. Box 235
Yarmouthport, MA 02675-0235
RE Sampling: Wastewater Effluent from your Innovative/Alternative System at ,
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22::CTamsfiell Cove Road, Cot>rrt;:MA
Dear Mr. Steadman,
You are granted permission to reduce the frequency of sampling and monitoring of the
wastewater effluent from your onsite sewage disposal system consisting of innovative/alternative
technology at 22 Clamshell Cove Road, Cotuit, MA.
A public hearing was held before the Board of Health on November 13, 2012. The Board has
received the report of eight test results with an average TKN of 6.94 and an average Total
Nitrogen of 11.96 mg/liter.
This permission is granted with the following conditions:
❖ The wastewater effluent shall continue to be tested twice per year, one of which shall
be with the use of a certified laboratory, and the other may be via field testing.
❖ Operation and Maintenance Inspections shall be conducted on a regular basis in
accordance with MA DEP Regulations.
Sinc ,
Wayne filler, M.D., Chairman
BO OF HEALTH
Q:\WPFILES\IA Monitor Adj 22C1amshellCoveRoad Nov2012.doc
All Cape Environmental Services Inc.
P.O. Box 235
Yarmouth Port Ma. 02675-0235 —
www.alIcapeenvironmentalservice.com
VIA
Wayne D. Miller, M.D.
Chairman
Barnstable Board of Health
200 Main Street,
Hyannis MA. 02601
KoL,-Yo
Re; Reduction in required testing 22 Clamshell Cove Road, Cotuit MA.
Dear Dr. Miller and the Board of Health
I have been retained by Mr.Tom O'Keeffe as a licensed wastewater treatment plant operator and in regards to your letter dated
June 15, 2007 to Mr. Michael Borselli, P.E. of Falmouth Engineering. R.E,Variance for 22 Clamshell Cove Road Cotuit—I/A
System,-conditions number 5 &6. 1 have the following request.
On Mr. O'Keeffe's behalf I would like to respectfully request that the system be tested and maintained under the Massachusetts
DEP Policy for single family homes, General Use. (Copy enclosed)
This request is based on the property not being a State recognized Zone I or Zone II area.The property(according to Barnstable
Town Maps) is located in a Salt Water Estuary and Resource Protection Area. The property does have a Town variance to
Bordering Vegetated Wetland (BVW), Salt Marshes, Inland and Coastal Banks but is within the State requirements. (SAS is 80'
from BVW and Tank is 54'from coastal bank) State requires SAS to be 50' and Tank to be 25'Town code requires 100'for both.
Also please find enclosed the test results from the current 0&M provider as reported by Barnstable County Health Department—
Carmody data base.
The average parameters for the period 2/23/2009 thru 12/1/2011 are as follows;Total Nitrogen is 11.96 mg/I, BOD5 is 22.00
mg/I, and Total Suspended Solids are 24.86 mg/1
a
//Siin��erely '
&49t �U tt-�r
Winston A. Steadman II
VP Sales&Service
Enclosures;Mass DEP SFH Testing Policy
BOH Letter dated 06/15/2007
Test Data as sent by Carmody
Barnstable Map with overlay
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 02108 617-292-5500
MITT ROMNEY STEPHEN R.PRITCHARD
Governor
Secretary
KERRY HEALEY ROBERT W.GOLLEDGE,Jr.
Lieutenant Governor
Commissioner
INSPECTION AND SAMPLING IN TITLE 5 I/A SINGLE FAMILY HOME REMEDIAL AND
GENERAL USE TREATMENT SYSTEMS WITH DESIGN FLOWS LESS THAN 2000
GALLONS PER DAY
Effective date: January 1,2006 Policy/SOP/Guideline#: BRP/DWM/PeP-P06-I
Pro-ram Applicability: BRP,Watershed Permitting,Title 5
AApproved by- Assistant Commissioner Regulation Reference: 310 CMR 15.284, 15.287(2),
Glenn Haas 310 CMR 1.5.289(3)
310 CMR 15.202(4)(c)
Supersedes Policy/SOP/Guideline: NONE
PURPOSE:
This policy presents the Department's position on the appropriate inspection and sampling
schedule for Remedial Use and General Use Innovative/Alternative (I/A) Title 5 systems
installed at Single Family Homes(SFH).This policy amends the provisions for inspection
and sampling contained in Title 5, 310 CMR 15.000 and the Department's approvals and
certifications for I/A Systems.
APPLICABILITY:
This policy is for SFH owners and operators who own,operate and/or maintain Remedial
and General Use systems,and for boards of health and Department staff that monitor
operation of such systems.This policy applies only to I/A systems that serve SFH facilities
with design flows of less than 2000 gallons per day (gpd).This policy does not prohibit
the local approving authority from requiring more frequent inspection and/or sampling.
This policy does not apply to nitrogen reducing systems Certified for General Use or
to Provisional or Piloting systems or to Remedial or General Use commercial
systems or systems with design flows of 2000 gpd or greater.
This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207.
DEP on the World Wide Web: http://www.mass.gov/dep
Za Printed on Recycled Paper
Policy/SOP/Guideline#:
Page 2 of 4
INTRODUCTION:
Over 2000 Remedial and General Use I/A Systems have been installed at SFH in
Massachusetts since the promulgation of 310 CMR 15.000 in 1995. Remedial Use systems,
installed to replace failed onsite systems, are designed to reduce biochemical oxygen demand
(BOD5) and total suspended solids (TSS)to 30 milligrams per liter(mg/L) or less. General Use
I/A systems can be installed either for nitrogen reduction or when the owner can demonstrate the
capability to install a standard Title 5 system. Some boards of health are requiring General Use
systems to be installed for new construction to meet local environmental limits.
The Department requires quarterly inspection and effluent sampling for pH, BOD5 and
TSS for the first year of operation in remedial situations. When approved by the Department,
sampling is reduced to an annual event after the first year. All SFH I/A systems Certified for
General Use must be inspected on a quarterly schedule, four times per year. The above
inspection provisions were adopted based on the Board of Certification of WWTP Operators
recommendations to ensure that the systems are correctly maintained and operated.
The Department has been collecting operating data on aerobic I/A systems, i.e. -trickling.
filters, submerged media, RSF or other systems. This database indicates that these systems are
producing a higher quality effluent than required by the regulations; median BOD5 and TSS
values are 9.5 mg/L and 7.6 mg/L, respectively. Inspection reports for both Remedial and
General Use systems indicate that problems occur at a low incidence and are generally detected
by the onsite alarm system.
Accordingly,the Department will reduce the inspections required per year for SFH
Remedial and General Use systems and condition the requirement for sampling and laboratory
testing on SFH Remedial Use systems.
TEXT:
The Remedial Use technology approvals oblige the owner to have quarterly operation and
maintenance (O &M) inspections conducted for the life of the system. In addition,the system
for the first year of operation must have quarterly effluent sampling for pH, BOD5 and TSS and
then an annual sample for those parameters. General Use systems that are not certified for
nitrogen reduction require quarterly inspection, without sampling, for the life of the system.
The I/A Program has reviewed the operations of the over 2000 aerobic Remedial and
General use I/A Systems installed on SFH in Massachusetts and has developed a new policy for
inspection and sampling. The continued sampling of the Remedial Use aerobic I/A systems is not
necessary except in special circumstances for the following reasons:
I. Systems approved by the Department for Remedial Use must have previously received
general use approval in other states.
2. There is generally a reasonable amount of information on operations in those states.
3. Field sampling of SFH systems only duplicates a process that has already been conducted in
other states.
4. The Department has reviewed over 4500 data points and found these systems provide good
effluent quality.
Page 2 of 4
Policy/SOP/Guideline#:
Page 3 of 4
The Program has determined that under almost all circumstances a visual examination of
the effluent wastewater followed by simple,field testing will demonstrate that the systems are
operating at secondary treatment standards, 30 mg/L of BOD5 and TSS. The Department will
now require that system operators perform and provide documentation for the following field
tests:
1. Visual examination of the effluent for color,turbidity and effluent solids,
2. .Effluent pH to determine if the wastewater is between 6 and 9 standard units,
3. Dissolved oxygen, 2 mg/L or more, to ensure that the system is operating, and
4. Turbidity, less than or equal to 40 NTU.
If the effluent does not pass all of the field tests than the operator will be required to collect a
sample for laboratory analysis.
Based on the preponderance of inspection reports submitted since 1996, the Program has
also determined that conducting four inspections per year is unnecessary for SFH systems. The
Program has determined that quarterly inspection does not improve operation or reduce system
failures. Remedial Use system will now require two inspections per year. During those
inspections the operator will conduct and document the field tests described above. Should the
system fail the field test,the operator will be required to collect an effluent sample for laboratory
testing. If the laboratory tests indicate that the system is not in compliance, the operator must
conduct a follow up inspection and field-testing to pinpoint the problem within 60 days of the
original inspection date. Should.the subsequent inspection and field-test fail the operator shall
conduct a full evaluation within 30 days:
1. Including if necessary laboratory testing, and
2. Prepare and submit a report to the local approving authority that details the problems
and includes recommendations for repairing the system.
General Use systems are presumed equivalent to a standard Title 5 system. The Program
has determined that an annual inspection with one field test as described above is adequate.
Table 1, next page,presents the Program's inspection and sampling requirements for SFH
I/A systems with design flows of less than 2000 gpd. The table does not include inspection
requirements that the technology supplier specifies is necessary for start up and shut down of
these systems.
Page 3 of 4
Policy/SOP/Guideline#:
Page 4 of 4
Table 1. INSPECTION AND SAMPLING REQUIREMENTS FOR SFH REMEDIAL
AND GENERAL USE SYSTEMS
System Inspection Schedule Field Test Laboratory Test
Type
Remedial Twice per year Visual,pH,DO,Turbidity pH,BOD5 and TSS'
Generalz Once per year Visual,pH,DO,Turbidity pH,BOD5 and TSS'
I =Laboratory Test required only if system does not pass Field Test,follow up Inspection and Field Test within 60
days if Laboratory Test results do not meet the secondary treatment limits.
2=Systems Certified for General Use but not certified for nitrogen reduction.
Page 4 of 4
Tom O'Keeffe 22 Clamshell Cove Road Cotuit, MA 704 0,0
A B C A+B+C=
NITRATE NITRITE TOTAL Ammonia
SERVICE DATE NO3 NO2 TKN Nitrogen NH3 BOD5 TSS PH
1 2/23/2009 0.32 0.49 11 11.81 4.7 54 30 7.8
2 5/22/2009 1.7 0.45 6.5 8.65 5.9 15 25 7.9
3 11/29/2009 3.4 2.6 7.5 13.5 15.1 28 31 7.9
4 3/17/2010, 4.5 6.2 2.5 13.2 3.6 10 45 8
5 6/20/2011 4.3 1.8 8.5 14.6 8.1 18 14 7.9.
6 9/3/2011 5.1 1.3 11.2 17.6 10.1 22 19 8
7 12/1/2011 2.1 0.85 1.4 4.35 6.7 7 10 7.6
8
AVERAGES 3.06 1.96 6.94 11.96 7.74 22.00 24.86 7.87
60
50 --- --
40
G Seriesl
a Series2
r
Ci Series3
30 o Series4
G Series5
G Series6
o Series7
20 o Series8
t
10
NO3 NO2, TIN Nitrogen NH3 BOD5 TSS PH
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10/31/2012 07:38 •508-362-2425 ALL CAPE ENVIRONMENT PAGE 01/01
OCT-30-2012 09:20 Erorr:BARNST HEATH 15087906304 To:+1508in37951 P.1/1
Town of Barnstable
Board of Health
200!Main Strut,Hyannis MA 02601
7007
Offiw 508.862-4644 Wayne Miller,M.r1.
PAX: 509.7W0 304 JunichiSawaYawtRi
Paul Can W,D.M.D.
Agreement to Extend Time Limit
For Acting Upon a
Variance Request
In the Matter Of a variance request forme Cecdved on�C4,tj.�
thePetitionet(s)
regzrdiug tbe'property at
*e petitioners)grid tlu:board of14calth agree that the lard of Health has until Ajoy f c;ZU/2
(insert date)to act upon,lhi;Petition&completed applic:a llon it a variance.
In 02Leeuting this Agreement,the Petitioners)hereto spccil tally waave any claim for a eonstivetive
grant of mlicf basal upon time I units applicable prior to the exc cutlon of this Agreement.
Petitioner{s):4 board of Health,Signatura: Silature: _
Petitinncr(v)or Pctilioncr's RvT�rescnliitiv0 Cbairnuul
Print: A4 Il Print: Waync Miller,M.D,
Datc: 10 '_�0 1 ow i a. Date:
Address o(PetiLoner(s)or Pctitiona's Rcpresculauvn
Town of Barnstable
Board oi'Herallb
--- --- Public Health Division
200 Main Street
—_-- _ Hyannis,MA 02601
Phone: S0S-8624644
Fax: 508-740-6304
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a� Town of Barnstable
Board of Health
`t7J t/14P•A`�
200 Main Street,Hyannis MA 02601
Office: 508-862-A644 Wayne Miller,M.D.
FAX: 509-790-6304 Paul Canniff,DMD
Junichi Sawayanagi
June 15, 2007
Mr. Michael Borselli, P.E.
Falmouth Engineering
41 Locust Street, Unit A
Falmouth, MA 02540
S K- 1
,
11
Dear Mr. Borselli,
You are granted conditional variances, on behalf of your clients, Thomas and
Rosemary O'Keefe, to construct an onsite sewage disposal system at 22
Clamshell Cove Road, Cotuit.
The variances granted are as follows:
Section 360-1, Town of Barnstable Code: The soil absorption system will be
located only 80 feet away from the edge of the vegetated wetland, in
.lieu of the 100 feet minimum separation distance required.
Section 360-1 Town of Barnstable Code: The new septic tank will be located
only 54 feet away from the coastal bank, in lieu of the 100 feet
minimum separation distance required.
The variances are granted with the following conditions:
(1) No more than four (4) bedrooms maximum is authorized in the "boat
house/cottage". Dens, study rooms,.offices, finished attics, sleeping lofts,
and similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, signed by
the property owner, at the Registry of Deeds restricting the number of
Q:1W PFILES\Borsell i0keefe2007.doc
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4�
bedrooms at this property to four (4), before the applicant obtains a
disposal works construction permit.
(3) The septic system shall be installed in strict accordance with the revised
engineered plans dated 4/13/07.
(4) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial.compliance with the revised
plans dated 4/13/37.
(5) The wastewater efnuent shall be tested quarterly for the first two years of
operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity.
((� After the two year period of testing quarterly has ended, the applicant may
request permission from the Board to request a reduction in testing
frequency.
(7) The applicant.shall submit a copy of the signed two-year Operation and
Maintenance Agreement (O&M) between the contractor and the
homeowner to the Board of Health. The engineer or O& M contractor
shall conduct inspections to the I/A system a minimum of twice yearly.
These variances are granted because the physical constraints at the site
severely restrict the location of the soil absorption system due to the proximity of
the bay and coastal bank in the area. It is the opinion of this Board that the
proposed new soil absorption system will be constructed to meet the maximum
feasible compliance standards contained within the State Environmental Code,
Title V.
Sinc ely your ,
Wayne . Miller, M.D.
Chairm n
QAWPFILEMBorsetl iOkeefe2007.doc
8 BARNSTABLE COUNTY
o DEPARTMENT OF HEALTH AND ENVIRONMENT
BARNSTABLE COUNTY COMPLEX
3195 MAIN STREET/ PO BOX 427 Phone: (508) 375-6613
�ssACHUs BARNSTABLE, MASSACHUSETTS 02630 FAX (508) 362-2603
TDD (508) 362-5885
August 8th, 2013
Thomas and Rosemary O'Keeffe
PO Box 2030
Cotuit, MA 02635
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 22-Ciamsheli Cove
Road in the town of Barnstable.
Dear Thomas and Rosemary O'Keeffe,
Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of August 8th, 2013. To date we have not received evidence
that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system.
Information about these requirements may be.found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. _
My department oversees I/A septic system management and compliance efforts for the Board of Health in
your
town.
are authorized by your Board of Health to contact you to inform you of the above requirement and toeque t your
compliance. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15)days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable
County. —We firnass listed op rate multiple types of I/A technologies and are not associated with any particular technology or
vendor.
Pleaje:,'be ddvised that lif you do not respond within fifteen (15) days of your receipt of this letter by forwarding a copy of
a}signedg:pntra_t, I may re er you-to the Barnstable Board of Health for further enforcement action. You may be required to
appear CD
b2iore t "e Barnsta
1510Z card of Health to show cause as to why you have not maintained the required contract.
I c be 74 ched a (-08)375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at
Wright t rnsQlecounty d . Thank you for your prompt attention to this matter.
cv
Sincere
Lindsey Wrigh
Enclosures: Certified Wastewater Operators List
CC: Barnstable Board of Health
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Falmouth, MA 02540
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
pplication for �Digpo5a[ *pgtem Con0truction permit
Application for a Permit to Construct V�_ Repair( ) Upgrade( ) Abandon( ) 54-Complete System El Individual Components
` Location Address or Lot No. LOT 3 2 q»,s2 C� w 61/ G(D1f Owner's Name,Address;and Tel.Now
Assessor's Map/Parcel �° e® V I T ,7�b - 3 S/-�425 e,.-/r 4,W oZ,v; ,
Installer's Name,Address,and Tel.No. C417.¢,,v°t1e Designer's Name,Address and Tel.No.
,SOF y2,9 q02-F C�+l��of l,,
i dC et-0 oz,.3a 01_514 la
Type of Building: }
Dwelling No.of Bedrooms Lot Size 3 �8 s sq.ft. Garbage Grinder ( )
Other Type of Building 5i!%)e No.of Persons Showers( ) Cafeteria( )
Other Fixtures Design Flow(min.required) L/L O god Design flow provided t J Z 79- gpd
Plan Date tI A�ti�t 2 3 P� 7,00 7 Number of sheets Revision Date Q 3
Title . "Z Z c4mSt a it 60 UK
Size of Septic Tank JS"O® Type of S.A.S.LrJ 500 IN, 14 20 /`,G, W $%oaC
Description of Soil 4VI
Nature of Repairs or Alterations(Answer when applicable) oN.1n) &t.rS r-e w
i
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 Certificate of
Compliance has been issued by this Board_of Health. r
Signed Date f 0
Application Approved by ( K1j1JQ Date /O " j -d
Application Disapproved by: Date
for the following reasons
Permit No. o�d Date Issued 0 —It
No. .�0 0 �� i C � it 6 + � Fee
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• THE COMMONWEALTH OF MASSACHUSETTS 7Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE;MASSACHUSETTS Yes
2pplicattor for �Bigponl 6pgtem Cottgtruction Permit -
Application for a Permit to Construct V Repair O Upgrade O Abandon O ;[Complete System ❑Individual Components
Location Address or Lot No. LO'r#3 Z 2 C01/e Owner's Name,Address,and Tel.No.- l l-VIr— i
p Z cl 5k-d 10,x
`0
Assessor's Map/Parcel t V 1 SA. 3 /•?92) Gu k.� / I'Llb,/ oZ�3
Installer's Name,Address,and Tel.No. 0 Designer's Name,Address and Tel.No. ��� '� '4{
Pv. d.,e -76; r s r
50� c"g t7/U'?,f
t T" Type of Building:
i ' „ 238ff8 r
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( )
Other Type of Building �j—Tr �sw'^•4,1 No.of Persons Showers( ) Cafeteria( )
x. " Other Fixtures '
t J c
Design Flow(min.require) l��U gpd Design flow provided 'T 76 gpd
Plan' Date Atf_ , 1300 Z®o 7 Number of sheets _ Revision Date (3
>r ;,
r Ti'tle 2 2 G/*mSE el/ co✓�
Size of Septic Tank 1S'DO Type of S.A.S. ao ti IAl N-Za (,.C, w S j oj
• Description of Soil !CQ,& A 1 400
\ r
Nature of Repairs or Alterations(Answer when applicable) �1P,,t�) S 4�c�(-�&w
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
"r accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of }
Compliancehas been issued by this Board of Health.
Signed Date /0 -,/' 2007
Application Approved by ( Date
Application Disapproved by: Date
for the following reasons -'
i Permit'No. Qd Date Issued 1 D ^11 — U
-------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed (�() Repaired ( ) Upgraded ( )
r Abandoned( )by Qtw,d e C-i f f�s e S LL 5-
at ZI C-kOW,)l Ali (.p..•c At,AR A "*%t has been constructed in accordance
with the pr visions of Title 5 and the foy Disposal System Construction Permit No. a 0 0 7 — flfrp L— dated 16 -U
Installer C t�.( ��'14-�,rt0�,�t� (.(.� Designer tA,VU.cE-j
#bedrooms Approved design flow gpd
The issuance of this permit shal not be gonstrued as a guarantee that the sy4 em will func e •gned.
Date 1113 67 Inspebtor
——————————————---————
No. P-00 7L( Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
ligpogal 6pgtem Cottgtruction Permit
Permission is hereby granted to Construct K), Repair ( ) Upgrade ( ) ,Abandon ( )
System located at 'Z 2 0 em s L.,_� Co,s`e 2p e c1 C o++.t rt
and as described in the above Application for Disposal System Construction Permit.The applic nt recognizes his/her duty
to comply with Title S and the following local provisions or special conditions'.
Provided:/Construction must be completed within three years of the date of this 1%,,
Date 16 ' d Approved by
JAN-31-2008 14:50 Falmouth Eng. 508 14953229 P.01i01' l'
Town of!Barnstableif
Regulatory Services 4
8 I Thonnas F.Ceder,Director ri
XANL
I Public kieslt� Diwis#on � �'
Thomas mckean,IDiree
i t ;
Z4l1Main Street,In annis,MA 02601 � I�
31,
i
i j I
Of(iLc: 508-862-4649
Fax' 508-790.6304 R
Trtstaller&Des" ner CerNti '
ion'Form t,
I
Date: 21-o$ #Sewage Permit# R007- Assessor's MapTarcel 0 bL-00-i
Desi ner: A
• g A i'►M1Du[" l--u NS1+►ri��w�
Address: I Address: 3 ax 7 11 1,
Ike 1 MA .0
I ± I I I if
ft'I JAB i!Al was issued a permit to instill ki
(date) ! (installif
er] I
septic system at 'L F G1s�G I i 2ad ' i I
i - I I I bRsed on a design c awtu by f
i (address) j
I-AIn,.,rt,
(desi er) ij ! ' I ' i
f ZT certify that
the septic system referenced a�ove was installed substantially adcording to .ji
the design, which may include minor approved changes such ay lateral relocation of the
distribution Nix ancVor septic torill. -
t }
I certify that the seotic'system rcferencod Rbove;was ibstalled with ma'�r changes (i.e, ¢I
greater than 10' lateral;relocation of the SAS or aby vertical relocatioi of ye oinponent
of the septic system) but in accordance with'State �kc Local Regulations, Rlan revision or it
cordfied as-built by designer'to follow.
r I i OR l!
MICHAEL J.
(Installer'i Si f i BORSF.LtJ r ,
+ y CIVIL €
i ! i No 35054 a �;
'
f. .9EQ pro t ,
g�ObA
if
Signature) (Affix Duigne 'S 'tamp Here)
PLEASE 10, BARN A• I : UALIC. RLALM DIMISM, CEWfIlrIC" ' t f
CE WILL N0 ' D IUIYTII. RM A RD ARE }F
RE,CE STABLE PUBLIC SICf . Y
Q:T4ealth/Ccptic/lacsign"C:cr ificatian f6nu 3,26.(Wdoc
- it 3 I ;
3 TOTAL P.01
s r° i
Town of Barnstable
IIAHiYSTAULF"
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,DMD
Junichi Sawayanagi
June 15, 2007
Mr. Michael Borselli, P.E.
Falmouth Engineering
41 Locust Street, Unit A
Falmouth, MA 02540
ARE vanance�For 22 �lamshell Cove Road Cot�u'it
+ ,
00 OU9E
Dear Mr. Borselli,
You are granted conditional variances, on behalf of your clients, Thomas and
Rosemary O'Keefe, to construct an onsite sewage disposal system at 22
Clamshell Cove Road, Cotuit.
The variances granted are as follows:
Section 360-1, Town of Barnstable Code: The soil absorption system will be
located only 80 feet away from the edge of the vegetated wetland, in
lieu of the 100 feet minimum separation distance required.
Section 360-1 Town of Barnstable Code: The new septic tank will be located
only 54 feet away from the coastal bank, in lieu of the 100 feet
minimum separation distance required.
The variances are granted with the following conditions:
(1) No more than four (4) _bedrooms maximum is authorized in the "boat
house/cottage". Dens, study rooms, offices, finished attics, sleeping lofts,
and similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, signed by
the property owner, at the Registry of Deeds restricting the number of
Q:\WPFILES\Borselli0keefe2OO7.doc
bedrooms at this property to four (4), before the applicant obtains a
disposal works construction permit.
(3) The septic system shall be installed in strict accordance with the revised
engineered plans dated 4/13/07.
l
(4) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the revised
plans dated 4/13/07.
(5) The wastewater effluent shall be tested quarterly for the first two years of
operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity.
(6) After the two year period of testing quarterly has ended, the applicant may
request permission from the Board to request a reduction in testing
frequency.
(7) The applicant shall submit a copy of the signed two-year Operation and
Maintenance Agreement (O&M) between the contractor and the
homeowner to the Board of Health. The engineer or O& M contractor
shall conduct inspections to the I/A system a minimum of twice yearly.
These variances are granted because the physical constraints at the site
severely restrict the location of the,soil absorption system due to the proximity of
the bay and coastal bank in the area. It is the opinion of this Board that the
proposed new soil absorption system will be constructed to meet the maximum
feasible compliance standards contained within the State Environmental Code,
Title V.
Sinc ely your ,
Wayne . Miller, M.D.
Chairm n
Q:\WP F I LES\Borsell iOkeefe2007.doc
DATE:
FEE:
� sruwetesta, _
KAS&
1679. 6�P REC. BY
Town of Barnstable
SCHED. DATE: LL UQ
Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Canniff,D.M.D.
VARIANCE REQUEST FORM
LOCATION
Property Address: 22 Clamshell Cove Road , LU-tA
Assessor's Map and Parcel Number: 0 0 6 009 Size of Lot: . 55 acres
Wetlands Within 300 Ft. Yes x Business Name:
No Subdivision Name:
APPLICANT'S NAME:Falmouth Engineering, IncPhone 508-495-1225
Did the owner of the property authorize you to represent him or her? Yes X _ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: Thomas & Rosemary 0'Keeffe Name: Falmouth. Engineering, Inc.
Address: P.O. Brix 2030, Cotuit ,— A Address: 141 Locust St, UnitA, Falmouth, MA
02635 02540
Phone: Phone: 5 0 8-4 9 5-12 2 5
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
Town Code 360. 1 1 . Septic system less than 100 , from
r aGtal hank Ace tat setback is 541 .
2 S A S less than 100 ' from coastal
wank Actua1 setback i c
NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation 0 Repair of Failed Septic_Sy`stem ❑ -
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in 4 separate completed sets. ;
Four(4)copies of the completed variance request form f
Four(4)copies of engineered plan submitted(e.g.septic system plans) i <'
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) '
Signed letter stating that the property owner authorized you to represent him/her for this request ='
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's ikknse (forTitle V
and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
_ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],
outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building
proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED Paul J.Canniff,D.M.D.
REASON FOR DISAPPROVAL
C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\OLK1\VARIREQ.DOC
Thomas O'Keeffe, Jr.
Rosemary O'Keeffe
P.O. Box 2030
Cotuit, MA 02635
April 4, 2007
Donald Desmarais, Health Agent
Barnstable Board of Health
Town of Barnstable
200 Main Street
Hyannis, MA 02601
RE: Variance Request for 22 Clamshell Cove Road 1 Falmouth Engineering Inc.Job No. 05198
Dear Mr. Desmarais:
This letter will authorize Falmouth Engineering, Inc. to act on our behalf as our agent for
the above-referenced project.
Thank you.
Sincerely,
Thomas O'Keeffe, Jr.
:ed~ %-
� C
Rosemary O'Keeffe
CIVIL ENGINEERING ! / WETLANDS PERMITTING
WASTEWATER DESIGN COASTAL ENGINEERING
TITLE 5 PLOT PLANS PIERS AND DOCKS
` I
LAND USE PLANNING COMMERCIAL/RESIDENTIAL
Serving Cape Cod and Southeastern Massachusetts
May 4, 2007 BY CERTIFIED MAIL RETURN RECEIPT REQUESTED
RE: 22 Clamshell Cove Road/Our Job No. 05198
To Whom It May Concern:
The Town of Barnstable Board of Health will hold a public hearing regarding certain
variance requests for a proposed Title V septic system at the above-referenced property.
The public hearing will be held on Tuesday,May 22,2007, at 3:00 p.m. at the
Barnstable Town Hall in the Hearing Room.
If you have any questions,please contact this office.
Sincerely,
Michael J. Borselli, P.E.
President
MJB:mbm
cc: Barnstable Health Department
Jim Fox ' 3C ,
U
141 Locust WfPdfCU&Al fftB46VeS6kr4 f�1"8"ioNb�5495.3229 fax • www.falmouthengineering.com
19'-6 3/4" 9'-51/16"
14'-10" 31'4" 30'-3"
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60'-6 112"
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TFIOMAS J OKEEFF�`,J,l� �' M-�
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P O.BOX..2030 }ram
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Bk 22396 Pa 19 JWL58900
10-10--2007 & 01 2 50P
DEED RESTRICTION
WHEREAS, THOMAS J. O'KEEFFE, JR. and ROSEMARY C. O'KEEFFE,
husband and wife as tenants by the entirety, both of 22 Clamshell Cove Road,
Cotuit, MA are the owners of 22 Clamshell Cove road located in Cotuit,
Barnstable, MA and being shown as Lot 3 on a plan entitled "Plan of Cotuit
Coves, Section One, owned by Chase Village, Inc., and Seymour Williams, Jr., in
Cotuit, Barnstable. Scale 1" equals 80' November 1955 Newell B. Snow,
Engineer" which plan.is recorded with Barnstable Registry of Deeds in Plan Book
134, Page 41.
WHEREAS, Thomas J. O'Keeffe, Jr. and Rosemary C. O'Keeffe as the owners
of said lot have agreed with the Town of Barnstable Board of Health to a
restriction as to the number of bedrooms which can be included in any home
built on said lot as a pre-condition to obtaining a disposal works construction
permit in compliance with 310 CMR 15.000 State Environmental Code, Title V,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to
granting a disposal works construction permit for a septic system in compliance
with 310 CMR 15.200, State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing
the issuance of a building permit for the construction of a single family home on
this property, is requiring that the agreement for the restriction on the number of
bedrooms in any house constructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document,
NOW, THEREFORE, Thomas J. O'Keeffe, Jr. and Rosemary C. O'Keeffe do
hereby place the following restriction on their above-referenced lot in accordance
with their agreement with the Town of Barnstable Board of Health, which
restriction shall run with the land and be binding upon all successors in title:
1. The number of bedrooms included in any house constructed upon the lot
located at 22 Clamshell Cove Road, Cotuit, Barnstable, MA, shall be limited to
four(4). Thomas J. O'Keeffe, Jr. and Rosemary C. O'Keeffe agree that this shall
be a permanent deed restriction affecting 22 Clamshell Cove Road, located in
Cotuit, Barnstable, MA and being shown as Lot 3 on the plan recorded in Plan
Book 134, Page 41.
Bk 22396 Pg 20 #58900
For our title see the following deed: Book 5913, Page 128.
Executed as a sealed instrument this 1oh day of October 2007.
mas J. ee ,
osemary FO'Keeff
COMMONWEALTH OF MASSACHUSETTS
ss (,� /B , 20 a 7
Then personally appeared the above-named
Thomas J. O Keeffe,Jr. and Rosemary C. O Keeffe
known to me to be the persons who executed the foregoing instrument and
acknowledged the same to be their free act and deed, before me,
Notary Public
,M My commission expires:
(Date)
r
BARNSTABLE COUNTY
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
JOHN F.MEAOfa REGISTER
BOSTABLE REGISTRY OF DEEDS
TOWN OF BARNSTABLE l
LOCATION �,� C ��yv, S(„�.�( Ccyyp� SEWAGE# ®`7_ 14 C.
VILLAGE C'0'r ASSESSOR'S MAP&PARCEL 00(o •-o W;
INSTALLERS NAME&PHONE NO. 0. w
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type)�sJ h'2C) L-C- (size) 9 X
NO.OF BEDRO7OMS S
OWNER ` S U
PERMIT DATE: I 0— 0 0-7 COMPLIANCE DATE: - 2 3 2AoG
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 (f✓.J L eatky >y4, LL.(—
3 too
S
A Y(o u R3 38. 'Z
Alo 7o .Z 3.� 'I to
c2 S
2
.. 3
AW
2�
- o ® �hspdcF
S� (00 Por r
PERM T N"0.
LO CATION SEWAGE
gam— �3
VILLAGE
C®�/�
INSTALLER'S NAME 6 ADDRESS ,
,r
l ew �ag/",s low/ —41
0 U I L D E R OR OWNER
DATE PERMIT ISSUED
DATE . COMPLIANCE ISStfED -7-
T�''
v
Fina....
No,........
l._. �:.:.. � �...................._
THE COMMONWEALTH OF MASSACHUSETTS
i
BOAR® OF HEALTH
.� SUBJECT TO APPROVAL OF
- -------------OF.........,� �A! !S'�ARLF` CONSERVATION
Appliration for Bispwial arks Tnn�trnrtinn rRnxi�ssi®N
Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
System at•.�. _.. J�'� .._... .. .......... Cam.. ......_4 1 .......................................
catio Addr �� _ ��i`��
.......... f �( 1.............•.........
wner Address
....................................... ••-•--....................•--••--'....---.....•-•-............----••......•.......................
Installer Address � Sq. feet
U Type of Buildi ,�- Size Lot___ _ _ ____.__
Dwelling—No. of Bedrooms.......�.0.......................Expansion Attic ( ) Garbage Grinder ( )
'4 Other—Type e of Building No. of persons............................ Showers — Cafeteria
G� YP g P ( ) ( )
Q' Other fixtures ...................................
iwoAbom ------------------------"--•------------•- . ...............................
W Design Flow........./40......................gallons per per day. Total daily flow.............. ..-�.._...._..........gallons.
WSeptic Tank J Liquid capacity/"-_gallons Length................ Width................ Diameter---------------- Depth................
x Disposal Trench—No....:................ Width..../_.............. Total Length............. Total leaching area....................sq. ft.
Seepage Pit No......../.._....... iameter.../?---------- Depth below inlet...... Total leaching area. 7-----sq. ft.
Z Other Distribution box ( Dosing tank"ofi �Te
Percolation Test Results Performed by._. ..................®4--_-•------------ Date.__._ . .._..........
minutes er inch De Pit_ De th to round water._Test Pit No. I_. ...._.._. P P . P g
Test Pit No. 2._ -------- per inch Depth of Test Pit...16,�......`Depth to ground water........................
t v•-••-••......•-_..ft.........�r
f ------ - --- -
Description of Soil_..L`� , ---•.......-. ...�t/"�`. / �..a�" 8... � 8 ----••-•---------•--•---------------------------
W ------------------------------- ---------------------------------------------------------------------------------------- •---•-----------------•----•-•---•-•-•---------•-•--•------•------•----..
UNature of Repairs or Alterations—Answer when applicable______________________f,/_____________.______..________...__.._.____.....__..._.._._...__...
...----•----------------------------------•----•----------•------------------------...............---••-•----••--••-•-----------......-• ..............................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of T I T L E 5 of the State Sanitary Code— The and rsigned further agrees not to place the system in
operation until a Certificate of Compliance has be�uedbbard h and......- �-•--•-•........-- ................................ -
' Dat
Application Approved BY "..Pe.--------•-----•-----------•-------••---•-- � -lle �q.%........
E ` Date '
Application Disapproved for the following reasons:-------•-•--•---•-•� -
Date
Issued-... & -----LY .---
Permit No----------------•--- - ------'----- - --•---
41
No. ...� !•..... F�s......... .............
THE COMMONWEALTH OF MASSACHUSETTS 41
BOARD OF HEALTH
, �rlirtt#iuu fur, Biupuual Works Toustrurtiuu amit fl
Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal
System at
..........................................
Catl A r /
....... 1. _ . : •------------------ ............... ..�' /%car!/.................-
f (Owner Address
Installer Address
d `Type of Building t q
Size Lot__ �.!�-°_-......S feet
U' ' Dwelling—No. of Bedrooms___... f :.:....................Expansion Attic ( ) Garbage Grinder ( )
a`
p-, Other--Type of Building ____________________________ No. of persons............................ 'Showers ( ) — Cafeteria ( )
p,..: Other fixtures .---.....---•--•--------•-----•- .......---•---------------
--------------•------- ' ...
Wt
Design Flow_ __ _ --------------------•-gallons perms per day. Total daily flow..........................................._gallons.
04' Septic Tank Liquid capacit,y/4 .gallons Length................ Width................ Diameter__..._................ Depth................
#" Disposal Trench—No..................... Width...*4.............. Total Length......... _ Total leaching area..__.___._____...._sq,ft.
�,_.._.
Seepage Pit No -____a�. _-_____ iameter...A ..... Depth below inlet...... Total leaching area rri..'-sq. ft.
Z Other Distribution box (d' Dosm5 Yank, . •---- ��..... •--... Date..Percolation Test Resu is Performed by._. VerA
`-----••..
,-a Test Pit No. 1_ _......_.minutes per inch Depth of T t Pit- .•� ;,a-_ Depth to ground wa '
Test Pit No. 2._ _-........minutes per inch Depth of Test Pit...�f �..... Depth to ground water........................
t �r t�..............
11��30 Description of Soil--- {`��'_..w�wM���./?/'`•��.��� �r!�--!r�.��` i._-��� -�----------------------------------------•---:
W i ............................................................................................................
_______________________________________ _________________•_......_.._...
U : Nature of Repairs or Alterations—Answer when applicable--------------------------------- . ..
Agreement:
The undersigned agrees to`..install the taforedescribed Individual Sewage Disposal System in accordance with
the provisions of T II .x'.
p 5 of the StateFSanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance.has been issued by the board of health.
fd--•-------------------'.._...--------••••-•••-----=-.....--------------------•------ -•------•••. ..................
F' D �r
Application Approved BY ` - -= V_""f " 7 '----•-•.
t Date �3
Application Disapproved for the;f ollowing reasons:----•----------••----------•••--••-------•--•••-----•-----•------•......--••--•-----------•• --•-----••-••-•••--
..................................... __..--.-. .................. ....- ......_.._..............._._...._..........._ ....__..... .- ..........._
Date
PermitNo................................................. Issued_.............................. ...r .,
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD QF HEAL H
............ .. ........O F.... . ......:.......
Trr#ifiraV of" Toutpliatta
s ual Sewage Disposal System_ constructed ( ) or Repaired ( )
by. THIS _TQ.... IFFY •hat the Individual s'
tl
Ifi;t�a
has been installed'in accordance with the provisions of - j of The State Sanitary Code as described in the
application for'Disposal Works Construction Permit No .... ......_./X� . .............. da.ted_._.__71".`',h '_ -_..--.---
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® 4S A GUARANTEE THAT THE
SYSTEM 1N1 L FUNCTION SATISFACTORY
DATE....... .......6- Inspector.. Z� p
THE'COMWIOTVWEi4LTH" OF'MASSACHUSETTS
BOARD OF HEALTH
` 7 t -atf ..OF.... raG. .. gyp ,
No.......... .......... FEE
Permission is hereby grante ,. .._ ,!�-.: `' t.
to Cons u ( or Repaf !an Indivl .alM ewage • posal S t
/�� /.„
at No.tt G6 ly 4i�1 �''
,, Street /
as shown on the appk�cation for Disposal Works Construction Pe o_______ _____ _ Dated...�'""'1*_...7�.............
Board of ea
DATE.-
......................... .a. ..
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS ''
J ,
L t {
l l3 umt�
TOP OF FOUNDirTION
CONCRETE COVER
CONCRETE COVERS
4"CAST IRON 12°MAX.
12"MAX.
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PITCH 1/4"PER.FT PIT PRECAST
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SOIL LOG WITNESSED BY
DATE .Z/�- /�/.... TIMED�.�i�!?� �.�% �?�� . BOARD OF HEALTH
TEST HOLE 1 TEST HOLE 2 ,% •,�'"�'r• (�►. � � ENGINEER
ELEV. . ELEV. .�7Q
DESIGN DATA
NUMBER OF BEDROOMS 7r � . .
TOTAL ESTIMATED FLOW ZzQ . GALLONS/DAY
SA�,t� tyJEDIUW( BOTTOM LEACH NG AREA JlS•.�v. . SO.FT. /PIT
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c�`. PERCOLATION RAT6 WT4/4A/X;6. . . MIN/INCH
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NUMBER OF LEACHING PITS(&'&. ). .ClI/Ttl
APPROVED . . . . . . . . . . . BOARD OF HEALTH
DATE . . . . . . . . . .
AGENT OR INSPECTOR
G'y�4l�L�/►�F _ vvIH OF lygss
THOMAS
KELLEY
eQ-(-1E� /T�?��, jl THOMAS E.KELLEY CO. v No.24260 GIST
346 LONG POND DRIVE
PETITIONER
it i' T " ' ENGINEERS-SURVEYORS 'O �F
� U/� 9E
SOUTH YARMOUTH,MASS i 1pNA1.
02664N{ .�
h
� � 3' G "
y map and lot number '� !� C/ — 7 F t
............................................
71 .
ermit number ............��.. .................. ro�v
` I EARISTAMLB i
Ttbef ... ..............................:..........................:..{
_ ps�t63q. 9�
Ar
TOWN OF B F� NSTABLE
SUBJECT
T TO APPROVAL , ...
BARNSTABLE C®NSER� r,
BUILDING 1{ T E C T 0 R ®mmi5sio
APPLICATION FOR PERMIT TO ......C.. r7 .1......d ".. � S?.[ .. . f�!�...... �.W..:4l.a
TYPE OF CONSTRUCTION ..................L, .P.. U..Y ..............................................................
SPECTOR OF BUILDINGS:
igned hereby applies for a permit according to the foll wing information:
.. ................... . ..... .. : �.. .. ....... ................. ...............................
r� Ise ................. /./t/. F. '........ /. ........
.. 1 `.4./..a.7.0./
trict ................/ .. .............. ......................Fire District .......... ....................... ..........
......
A-Z
wner `�...... Address
;uilder & .. .....9�..../..I..�s��r�C........Address/ .K.Y. Y �?�...?u.....
architect ................................ .........A Tess ....................................................................................
Rooms A<1.. Foundation ........... ............................
......�J,'...CilY. ?f ...........Roofing .................//,,,. �`/' T .................................
/................Interior ......................................
P.�T ......... ... ........ ..1 ...................Plumbing ..... ... ....... e ..............................................
. ................� ��J! .4 ............Approximate Cost ................ �.....�� ... .... ....
an Approved by Planning Board ------------------------19_______. Area ................ .......
Lot and Building with Dimensions
Fee ........TI-7-~�...............:.............
APPROVAL OF BOARD OF HEALTH
V)
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SQUARE FOOTAGE=2,554 SCALE: 1/4"=1'-0"
UNLESS NOTED
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•I }• i _______________________________ ______________________ ___________________________J _______________________________ _______
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1. /49/o7olt a cmfn ri r r2I yk:f the sir&iirh 644P per!"7q p'wl p-W!s.ruS-R iiy AW!a pawn»»r/ds*dF*
B.3 2 The/an cmtrodor wd/w1i the/ocotians of at/atdilres to ant.7 and wd/take octets to
. h •0.5 1sM,03s*k 4.4 6.8 ` VARIANCES REQUIRED: msrrtr65MVWZitiOt"pVVtect�Ori7ybl&R/WMA F"" a "y°°'
,t.. -1.4 '/ ,5.f / 71 >8:5 3 /f 6)WV is o as Y DarevaF the numb.-of plants sSom an the F✓m and the nvmbx o//+rmrs s5om w fhe
•a.B
_ / ^/� 1. LOCATE S.A.S.BO'FROM TOP OF COASTAL BANK plant list blur Ne p✓an-7 take precodwca
_
-0.5 - /� /
1L°l SLI102 . 9.j� /� v- O/ / (MINIMUM 100'REQUIRED): A A//p/mf moterid wil amply with the/atom ed7im of ble AmMCat SYandad for Nurns-y S7aot Amoacm
A-,=c1bhb?ofNws ax
2 LOCATE SEPTIC TANK 54''FROM TOP OF COASTAL BANK �)m
,5 Ca76acfor-wIW d/dame to nu.V4:, f.- ant- rims of no cart to the 0.» ..
` (MINIMUM 100'REQUIRED) �'�� ie p'=P�'ty y P1 9�
1s ,1 / LOT�3`=B.s as 9.5 /o.s ory, a canbocror wtdi amfee new
TZ6 Sw plant motertal Mrwg9 one camaa-Jc�hcm tine ofpv�isAwal oecWtancne
>2.3 //- i 2,3r888f S.F. 2�E/ ^ ° 2. AO plant mol&-W PW be.?;mood by the/and-q:Wv ccoftctw at Me num*y, foyyed and apan 0*7&cta!of
6 / ` , the.vla Any trrcteA't molena/w//De mtwned to 6Te ntrssy and rtarvd.nmeacldJr
a �i8- -B.6 / ,/ O / .�_ H AHp✓anti:ps No be 1mvted C"Wf y as J*owy a?this p1w, and 61e p/ocwnmt s!d/be ggwv.ed by
/L4 9.9 O / / _ Fdmvm'*Enyhv*'*.l he behrr.7sta1/oma?.
•/`jam ) �'t0�� ,{111R t2.�CB101 i / R.R. RE /
�O STEPS .`a SR Ad da&4-&V a*v=not to be pooed or pAwtsd slid/be loaned(mininzm B'saVd7oo and sredrd and
B``'
��j^?'�\ _ N-;z 1 /� 14.20 i 17.4. sealed nm o al >"ot-tdero7t lomwo-based sval n7m
A2 deep /L7dy mVv&od oyad.baR muloi rd/ba plocvd uncY d/bw and s5iub p1mt:7ys:
0 •12.6�- -_/ _ _i,16.C»/��16�18 4'D AW72 P /1. 'W pYmtnps-W be ieyWafr sote'xt fir ZOO Hst Aw;ro.*g soaFo z and os 40-obe tAarwHe:
-� \ �.��'--/��� I V'8.9 _� �t�T�µ � !2 AN plmfiiscr s?WJ be mmiterrd/fr Niev Jars ar.;o /F&d by!Aa 6c xtna'a Cms t;-
o "1 \•i€6- i �20. Cm ASS,4b r prair to=VO7C r of o Ca-*&Vte of CCMMWce
---22---\ ... 18.9 /fdhwg bhe lhme- mmitwi7 ad m mtil d.�n.cr oro drte7ni7ad fo be i7 o SW?iXW
\y 23.2 stole o/daa'in4 fAn7 ble
LLS- y shd/be npclarod h kind
tar ,
23.5
- GENERAL NOTES: '
,H OF U4,,.S'c
1%J r-c 1.11CNAEL DORSELLI sc 1. HOUSE NUMBER: 22
sn7 a.dt ,.. -:h '.:: •a' F , .
d_ CWIL ;A2. ASSESSOR'S NUMBER: MAP 6.PARCEL 9, LOT 3
Z ` E DOU9tf :r a .. 2 \ rION t 2•9 ���` �`�c No OSO54 c 3. ZONING DISTRICT: RF
`,. Q 29.6 \�_- 80 \ F=o F,v. 4• FLOOD HAZARD ZONES: C h All (ELlt)
�0__ 30-88 ' , I S. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY.
LOT -� y ` .oAtc `Lr I ?g \
�? - 26.0 6. ELEVATIONS S)iOPM ARE BASED ON ASSIGNED DATUM.
DECX \� 7. LOT COVERAGE BY E)OSTING STRUCTURES: 1,814 SF./23,888 S.F. -7.65
' B. LOT COVERAGE BY PROPOSED STRUCTURES 3.377 SF. 23,B88 S.F. 14.tx
j1 1 9. /
`g o DOUBLE b �� . a�rHaL LOT 2
PINE / w5111yG '4 •11 O ) �\ 9. AREA OF E705RNC HOUSE VATH:N 50' BUFFER - 1,468 S.F.
!..� 31_2
:32.9 1{pUS t6,.,: ,� �Rr 10. AREA OF PROPOSED HOUSE WTH1N 5d BUFFER - 2375 S.F.
-54-I
% = z 6 % \ o • ' 0 •29.2 \` 8/13/07 MINOR FOOTPRINT ADJUSTMENT.
DOSSING -t 6 $ 1y 33.8 Om
HOUSE T PINE P
D 6rpy : \ 0 \ 6/12/07 ADD NOTES s & 10.
37.1 4.3 AAPRO)WAIE 34.6 34. OC +G O OF 4/13/07 REVISE RESERVE AREA AND HOUSE FOOTPRINT
Tic\\ - \ 4/6/07 ADD BUFFERS
I 33. ` ►� -3'1.\ - w 0- - 32.6\ mwr (Sf h-Td amsf ?s)W)w
�34 OM GRA`�r1 ` - " a9 • \ 1{ SICWE AS tovr 70 4/3/07 -
t , DIVE 1 ---- t n \ APALL'AV.A LOC4)70v REVISE HOUSE FOOTPRINT.;SEPTIC SYSTEA!
t \ fCW'rAM-r R7 OHNfR
DATE REV1StON
\ _ DRW h'33.5� -1P _ _' ^S __�___ - - PLOT PLAN ALTERNATE
n' 14 33.7,1(,9 \ P ^y OAK fO *r o 3t.2 p sTCEE PREPARED FOR
' $ I \ \N85'OS2O � Jl M FOX
36.2'r_ .L.So.I s,o \. 31 1BO. t `Cu FOUND IN -
��'/�6•rniE W a s I v\\Ili�y 1 PP
Y35.7 I. F." 1 COTUIT MA
35.9 I35.• I P \ 1 3t.1
PLAN DATE: FEBRUARY 26, 2007 PLAN SCALE: 1"=20-
EDGE of 33
�3s\
CLAMS"ELL COVE (40 ""DE) ROAD QNL ENGINEERING
�,LM O UT� WETLANDS PE7WITDNG
�i
WASTEWATER DESIGN ` - COASTAL ENGINEERING
TITLE 5 PLOT PLANS .� C ' PIERS AND DOIXS
LAND USE PLANNING NGIN EER-k COUMERGIAL/RfSDENTIAL
P.FNCHMARK:
CB VATH
RILL HOLE LOT 23 20 0 10 20 40 LOT 22 Se-s:7y Cgoe Cad and So0&ort&w'W=rori.s tls
LOT 24 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fox
SCALE: 1 INCH = 20 FEET PROJECT NUMBER: 05198 CAD FILE NAME: 05198spALT DRAAN BY: LM.,D.H.M. SHEET 1 OF 3
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61 PLAN OF
_
I. 19
b
COTUIT COVES
SECTION ONE
,
OWNED BY
H ESTREET UILLAGE INC.0 AS o
& SEYMOUR WILLIAMS , JR .
i N -
ITBARNSTABLE ,COTU - , ..
SCALE : I " = 80 ' NOVEMBER 1955.
i:r• •. 1 r
v : NEWELL. �B.. SNOW, ENG'R.
x •
ARDS BAY, " MASS -
BUZZ
5 ET
BSI PLANT UST
KEY SO DV17RO NAME' CLwmay mm- QTY -va, Roo CR SS
5� k� ,; Amolaochlar connadensis Shadb/o 4 J•V' Cantoiner S EET
n
,,, ON� -2.1 -1.2 Q
Pfff �W 'v may g/obro /nkberry 1� 3-f' Cav7toin�
®-2.1 F-1i - fXISnNG O d-thro a/nl"io Sweet peppa-&1_o 21 .3-•f' Caoto*&- '' L
ROJECT
aOCATION /
PILE (TYP.) 'yC - 3 pt^ CLAMSHELL
NA 06W2,01m117 pe-egrine Sweet flam 12 12"-18" Cantain6r COVE ROAD '
o -1.7 DOc� both Ow swttea�vd 4rvtosiaohjAas uw-ursi Beorbary 12 quart \: = BCOTU/T
i!!s• i p/ontings� canto/ners i �-' 7 r\
iA IV
lk. SM105
_ - x 1.0 j�/� LOCUS
---- x 0.7 IL / SMT64 / NOT TO SCALE
2.1 CEDAR - 8 3 PLANTING' NOTES
_ �2� i
- x 0.5 I i SM103 S�'�" 4.4 ` 6.8 // VARIANCE REQUIRED: 1 The /andscgoe cantroctav" w�l/ ris/t the site with this planting p/an prior to submittang bid to p+�rfcrm this wad
i 2. The landscape cantroctar will ►arify the locations of o/l,vA7/t/es prior to plonhng, and wdl take prop&- acbms to
x 1 4 x 5.9 i 7j,� x 8.5 &7wm these utilities are protected during the p/onting.
-0.5 S 102 - � x 4.8 i- 8 i �'` 1. LOCATE S.A.S. 80 FR01` TOP OF COASTAL BANK ,� /f theme is o dist vancybetween the number ofp/onts &&own an the plon and the namb& ofp/ants s�iown in the
:- 2� � �/� x � Q v // (MINIMUM 100' REQUIRES', p/ant Aso then the pion wd/ take pre+cedencm
x 1.3 jVC GE /" �i� � // 10��` / 2. LOCATE SEPTIC TANK 5i' FROM 1OP OF COASTAL BANK -of Al/plant ma&no/ wiz/ cawp/, with the /otaest e+ditiah of the Amen'con Standard IbV-Nursery Stoa* Arn&rcan
M101 fc0/• '�i x _� (MINIMUM 100' REQUIRED:' Association ofNurs'-ym�
�� ' SBto� x 8.5 8.6 x \0.5 /
LOT�3 9.5 ��^ x 14.6 5. Cantroctear sYia//rtspoir a// damage to property resty/ting /haM p/onting operotians of no cast to the owner
x 2 3 _ �/ �/ 2;i�888f S F /� 1��/ 6. Co»tmctar silo//guarantee new p/ant material through one co%der year hrirn tune ofprovrsiov�o/ occqotanca
i x 7.0 �� x S.F.
�� /1� �/ 7. A//p/ant mot&io/ will be inspected by the landscape ccv�troctcr at the nursery, togged and again inspected at
\ - x r' g g 8.6 the sita Any reacted mat�bol wiz/be retumed to the nur5*y and replaced immediate✓y.
CB101 /���� 10--x PRO 12.1 i� R.R. 11E / 8. A// ontin s will be located corehi// as s�iown as this /on, and the ocanent sY�o//be o ro►�s+o'b
3.8 i �� /i _ �O '� �� STEPS �`O P/ 9 l' p p/ PP �'
NP1 i 14.2 / Falmouth Engineering, /na before costa//ot/a7
\ `
x 12.1 , �gPNK �i 17'4 x Y 9. All disturbed areas not to be pawl or planted shall be /named(minimum 6"scr&Wedgy and seeded and
i 16.4\ \ / / 16. fib- --- gh
seeded with o diau t-to%ront fescue-bose+d se+e�a'mix.
o i� / �18-� \ � 12.6 -- �� x i' x 18. PRgO12S�D BUFf£1P
--'Co'AS -- 14.5 x 10. Two-inch deep, lPne✓y&�re+a'ded, aged bark mu/chi wiz/be placed under o// tnge and sthrrib p/antd�_q&
i \ \ TAB - ENhAI NQWENT PLAN77NOS'
\X- =_ 48 9 2 /A A//plantings w17/be regu/ao-y wot&,vd, foY the first full growing season, and as needed thereafter.
01 .4 \ \16.6 -/ / 20 12. All plantings sTio//be ma�itared hr three years as .pecified by the 6amstable Caoswwtiao
\ O ---22--\\�_ - W.;;, Commission prig- to issvonce of a Certificate of Comp//onca
22- �-
\ _2----2 4---- 4X /f during the three year monitoring period any plantings die or are d&&YMined to be in o 56Y7ars
y 10, rn _ 2 3.5 state of dec hm then they s�io/l be rep/aced in kind.
0n '� "� � � � �
24 1 ��O-_ ¢ ,,�
2
N A L N G ILS
h`ICHA[L)L ,,;:
� 10" 22 11v" \ PINE . 9 GS c BORSEL
\ 0oueLE 29.6
��- /_ 2 9 ���\ CIVIL 1. HOUSE NUMBER: 22
\ 0 9. I x 28.01 ��
35 2. ASSESSOR'S NUMBER: MAP 6, PARCEL 9, LOT 3
LOT 4 -x 2�3p 30.8 \ 28.6 'G� 9
o s' OAK N tI N �� `ts. 26.0 L ' 3. ZONING DISTRICT: RF
31.5 7a � PECK �t- S. 4. FLOOD HAZARD ZONES: C & A11 (EL11)
\ o`r ` DONE � r�RH \ c^ �' ORYI6EZL \��,� LOT 2 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY.
31.2 EXIS�IN 22 \� .4 yi 0 Type �� 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM.
36.5 \ g VSE # NGY/LA/R
\ HOB '116 _ �g547Y,ENr 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,814 S.F./23,888 S.F. = 7.6%
2g.()A o
/ \ po \ / \ S. LOT COVERAGE BY PROPOSED STRUCTURES: 3,335 S.F./23,888 S.F. = 13.9%
2.6 S P 33.8 oAK% ID 4 0x 29.2.
EXISTING 12• Del
H PIN OUSE � 3.6 �p PQ QN 0
3.o RACE �` \
4.3 * S ANROXIMATE 0
37.1 L \
�, 3 fc 34.6 / 34.2 OCS TON OF Q �f' 4/13/07 REVISE RESERVE AREA AND HOUSE FOOTPRINT
' A s M\ z� 4/6/07 ADD BUFFERS.
\ ' ZA 2.\ �� 34�\_-_"/ O 14` OAK - \ 32.\6-- �7VT (5� 11--20 OV,4A/BERS W7h'
34 OAK GRAE I STGWEAS.S�/OfNV. LENT TO 4/3/07 REVISE HOUSE FOOTPRINT, SEPTIC SYSTEM
\ I DIVE ORAOE IN L0CA776W
AGYEPTAhVE 70 0MVER DATE REVISION
\ ` on 7 \\ _� '� QR/{� "� 33.5
- ---� --�---- PLOT PLAN - ALTERNATE
PINE / \ PR OAK V �� = FENCE
10" 1#Qt 33.7\ ` DRIVEwAM v / .�� 31.2 POSTS PREPARED FOR
N65*03 20 I A
36.2 '1 0' OA 3 180.00 - CB/DH JI M FOX
rO-�- FOUND IN
�P/�6" PINE 8. O V PP
5 7 x COTUIT MA
35.9 � 35. I I ( 31.1 -
PLAN DATE: FEBRUARY 26, 2007 PLAN SCALE. 1"-20'
EDGE OF 33.0 AVEMENT
36� 1
ROADCLAM SWELL COVE ('a0� WIDE) � gvlL ENGINEERING �*� o T ,.� WETLANDS PERMITTING
WASTEWATER DESIGN 1V (J COASTAL ENGINEERING
x
32.7 `r
TITLE 5 PLOT PLANS PIERS AND DOCKS
LAND USE PLANNING GINEER�
jjj
BENCHMARK: COMMERCIAL/RESIDENTIAL
CB WITH DRILL HOLE 20 0 10 20 40 LOT 22 Serving Cape Cod and Southeastem A/assoohmsetts
LOT 24 EL 37.86 LOT 23 6m iiiimii PQ I _-
1 .
ii
141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax mmmmmg
SCALE: 1 INCH = 20 FEET PROJECT NUMBER: 05198 CAD FILE NAME: 05198spALT DRAWN BY: L.M.,D.H.M. SHEET 1 OF 3
SOIL TEST f1NI-VI GFWADE-WALL BE 2A'M/N/MUM OkER ALL ..P77C SYS7FM C6WP6WENIS ZI-W 4 D/A. S0VZVULE 4f0 PkV 6W CAST/RGW P/PE
Date of soil test: 10/31/06 20'M/Nid/UM Sc-78A0'f AF6W EDGZ'6F STOVE TO LcZLAR WALL
Test taken by. DAVID MARTIN
Results witnessed by. DONALD DEMARAIS 10'M/N/MUM S£79,40K
Percolation rate: < 2 MIN./IN.
Ground water NOT ENCOUNTERED REMOVABLE COVERS SET
TO WITHIN 12" OF FINISH
GRADE (MIN. OF 2)
TEST HOLE #1 TEST HOLE #2177Tt0" 0" /Nl27PT EZEK 3' MAX.
12" A 12" A S-.a? = 29.7?
• S = .Ol SET f7RST SYGp IiAR/ES' 2"LAYFR OF 1/b" 0 112"
42" LOAMY SAND 42" LOAMY SAND = _ _ — __ I iYASHED S7ZiVE
10 )2 5/62''tn'R S = .01 M/N.
. " ®®®® O ®®®®
® UNMIA7,-V = 27.72
0/5/r BOX �, ,
c C SAND a: ' 4 ('H-20 L OAD/NO) ry 5
COARSE 7SAND OA Y 7/4 4 RSE II 4 INSTALL J14(" 70 1 1%1"
�. WA9VED, QQU,57/ED SIWE ALL (BO7Tg1/ 6F ZEST//OYo
~ AROYJND O VAMBERS AND 900N
W I I'BELOW A/E QYAMBER
SYS)EV REFFR AO LAYl.'4.'/T G)F"
SYS)EW FOW&OWE DETAILS
120" 120"
S/NG11M1W 60D &YAO Sl)'SY1
TEST HOLE #3 TEST HOLE #4 PROFILE
0" 0" j 4- NOT TO SCALE
12" A 12" A _ ►- —
36" LOAMY SAND 6» LOAMY SAND
2 - OUTLETS1 3/4• 4" PVC VENT PIPE
OUTLET 00 INLET
SCREEN
TYPICAL OF 5
N INLET $• N 3'
• s• 4• MIN.
FINISHED GRADE
C C 2 - OUTLETS
COARSE SAND COARSE SAND 24•
24•
2.5Y7/4 25Y7/4
PLAN MEIN MSS-S UON PITCH
120" 120" 6-5 DISTRIBU110N B0 'H-20 LOADINGI 4" PVC VENT PIPE
NOT TO SCALE VENT PIPE DETAIL
NOT TO SCALE
8' - 3 1 2"
6"
O ® ® ® ® �.CNOFP.f�+�s4 BASIS FORDESIGN:
® ® ® ® �`� W`� TOTAL RAIL Y fZ 0,W/S BASED 6W 4 807R06W-T NO GARBAGE D1900SAL
CONSTRUCTION NOTES: 24" ® ® ® ® ® ® ® ® ® ® ® ® BOC VILRSE LI ��7\r
TOTAL SAIL Y/ZOW= 110 GPOISWROaf/X 4 BEDR0041S = 440 CPD
E ®D E ® ® ®.® F�:7 E=1 � ® ® No 35054 Q d' 90776W AREA PRAF'OUZV - 4f27 Sr
I INSTALLAAO3'V L3F• ThE PROPOI'.SLO .5£PA0 SYSTEM .SHALL BE/N A=WDANCX- fff77/ R&E 5 A9o� 3<� SIDE AREA PRGWG2SE0 = 224 S.F.
AND THE BOARD 6V-HEAL 711 RE6Z&A770NS 8' _ 6" FS rOwAL��•=a'
2. A COPY 6F THE PLANS-WALL BE AVAILABLE ON .Sl7E FA5'RIMLINac AT ALL mcs � 7DTAL LEAQYING AREA PROPOSED = 647 SF.
DURING 17/E INSTALLAT70N 6F771E 2-RX SYSTEA/. CROSS-SECT � y. APP1-/0A77aV R47F= 0.74 GOOAF.
.3 NO CHANGES It7 WZ-DESYOJV-WALL BE,0fRF6WMEI7 ffr'711OUT THE APPROVAL 6r BO W
FALMOUTH ENGYNE£R/NG, INC AND 771E BOARD OF"HEAL 7H 8' - 6" DESIGN LEACH/NG CAPAQ'TY= 47B IJ�D 440 GPD
4 THE SFP)7C SYSTEM/S SUBCCT 70 INSP£CAON BY FALMGYJ7H ENG3NaRING, IN12 _ -7-77 -
AND A/£BOARD O r'HEAL 7H •
5. 771E 06W7RA07O? JWALL NOAFY FALMOZ17H ENG/NEDFINGs INC AND 7h'E BOARD OF HEAL 7h' 5" KNOCKOUT SEPTIC SYSTEM DETAILS
77 IN-90f-Or )7/f-SEPAC SKS"PR/OW 70 8AC/r27W. /N SWC INSTANac-� MOYPE THAN OVE •
/N.�'E0,r70V MAY BE NEEDED. A/E aWIRAOM? 51,'ALL QW Y BAiXRU 171E PO34AONS 6r 771E 2Tn DIAMETER ��
SY57EM 7NAT HANF BEEN IN.S�°ECTFO AND AR0,?0k£o BY FALMOYJTH ENGYN�ING, INC AND PREPARED FOR
7HE BOARD OF HEAL TN. o I M I.0 X
6: IF THE OL➢VTR.40TQ?OWWN7ERS ANY VAR/AAOWS IN S✓TE COM01170V4 SUOV AS DIFFERING I 5" KNOCKOUT —' 5" KNOCKOUT
SOILS 7VP06WAP1-1Y, ff£7LANOS OW 071YD? CONO/AObVS THAT MAY REQUIRE RE-EVALUAAOIN AF- ;r I N
7ti/E DE.' OV, 711E aWl'RA070W SYIALL /M,VZV14TEL Y OYWTACT FALA/OUTH E71/ AEFRING INC- COTU I T MA
a
PLAN DATE: MARCH 23, 2007 PLAN SCALE: AS SHOWN
• 5" KNOCKOUT
ti' •` • . • ; - CIVIL ENGINEERING T o 7 T WETLANDS PERMITTING
ELAN MEW WASTEWATER DESIGN COASTAL ENGINEERING
TITLE 5 PLOT PLANS ��2`. PIERS AND DOCKS
RZ
LAND USE PLANNING GINEE COMMERCIAL/RESIDENTIAL
500 GALLON LEACHING CH AID ER (H-20 LOADING), S6rWhg Cope Cod and Savtheastwn Mossvo�asetts
SCALE: 1' = 2' 141 LOCUST STREET — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax
PROJECT NUMBER: 05198 CAD FILE NAME: 05198DT DRAWN BY: L.M.,D.H.M. SHEET 2 OF 3
13'-10 1/2"
CONCRETE FILTER COVER
III
I
ELECTRIC POWER V-3"
FROM CONTROLLER
1 ELECTRIC POWER
FROM CONTROLLER FOR RE-CIRCULATION PUMP
FOR AERATOR MOTOR `� TWO TAPPED HOLES FOR
3'-11" 1'-5" ELEC. AND DISCHARGE CONDUIT
UTLEJ III INLET
1'-3" \4" DIA SCH 40 PVC
8" LONG
- -- ----- 0:__0 8'-3 1/4"
P
SINGULAIR MODEL 960 DN
SCH 40 PVC RE-CIRCULATION CHAMBER
--------------------------- --- SIEGMUND ENVIRONMENTAL SERVICES, INC.
FLOW 49 PAVILION AVENUE PROVIDENCE RI 02905
1/2" ID PVC CONDUIT WITH
PVC DISCHARGE TUBING
I
I
r
STANDARD FILTER COVER
III
PLAN VIEW
TWO 1" DIA HOLES
1'-3"
RUBBER
i/2" PVC CONDUIT WITH BOOT
DISCHARGE TUBING FROM PUMP
POWER FROM CONTROL BOX FINISHED
GRADE (F.G.) 3'-11" 1'-5"
CONCRETE COVER
OUTLET INLET
i\�/�� � � � � i�� � i�� �/i� ��/i��/i��/��/i��/��/i\�/��/i��/��% 1�'1" SCH 40 PVC
EXTENDED BASE
_ --- MOISTURE—TIGHT PLUG �-.4-1' 10"—►`
15" DIA SCH 40 PVC
MICHAELJ. yGN
1 —0■ I I �,• BORSELLI
i CIVIL
PVC RE-CIRCULATION CHAMBER
No 35054 SIEGMUND ENVIRONMENTAL SERVICES, INC.
9�F SSCISTEPE
4"PVC
-� DISCHARGE TUBING TO LEACHING FIELD
\—RE-CIRCULATION PUMP SI N GU LAI R O WASTEWATER TREATMENT SYSTEM DETAILS
PREPARED FOR
7'-1 1/4"
JI M FOX
IN
5'-4 3/4"
COTU I T MA
SINGULAIR BIO—K1NEi1C PLAN DATE: MARCH 23, 2007 PLAN SCALE: AS SHOWN
�
SESI 600 GPD NITROGEN REMOVAL CIVIL ENGINEERING j T T WETLANDS PERMITTING
WASTEWATER TREATMENT SYSTEM WASTEWATER DESIGN ��v jvl O v
MODEL 960 NR COASTAL ENGINEERING
Siegmund Environmental Services, Inc. TITLE 5 PLOT PLANS PIERS AND DOCKS
49 "avilion Avenue, Providence, RI 02905 �N
E-rnail saiOsiegmundgroup.com LAND USE PLANNING GINEER COMMERCIAL/RESIDENTIAL
Tel: 401 785 0130 Fax: 401 785 3110
13'-2 1/4" Serving Cape Coo' and Sbvtheostevn A/assochusetts
141 LOCUST STREET — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax
S E C TI ON PROJECT NUMBER: 05198 CAD FILE NAME: 05198DT DRAWN BY: L.M.,D.H.M. SHEET 3 ]OF3