HomeMy WebLinkAbout0018 WATERSIDE DRIVE - Health 18 WATERSIDE DRIVE
Centerville
A = 207-155
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VILLAGE CEP?E2yt L ASSESSOR'S MAP&PARCEL 2o3 .11,�j
INSTALLER'S NAME&PHONE NO. S'PL-,�k1l� [Jr //Vi rpd �,32 SSA
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) CPAP%500 (size) 3 X 5b S Q
NO.OF BEDROOMS 3
*OWNER €k 13
PERMIT DATE: COMPLIANCE DATE: l
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
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BARNSTABLE LAND COURT REGISTRY
DEED RESTRICTION
Affecting 18 Waterside Drive, Centerville, MA
WHEREAS, E&B Development, LLC, a Massachusetts limited liability company, with an usual
place of business at 1020 Plain Street, Marshfield, Massachusetts 02059 is the owner of a parcel
of land located at 18 Waterside Drive, Centerville, Massachusetts (hereinafter referred to as
the"Premises") being shown as Lot 24 on Land Court Plan No. 32290-E(sheet 1 of 2) which is
filed in Barnstable County Registry in Land Registration Book 709, page 92, with Certificate of
Title No. 87212; and
WHEREAS, E&B Development LLC,as the owner of the Premises agrees 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 Premises 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; and
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 the Premises, is requiring that the agreement for the restriction on the number of
bedrooms in any house constructed on the Premises be recorded with the Barnstable County
Registry of Deeds.
NOW,THEREFORE, E&B Development LLC does hereby places the following restriction
on the Premises in accordance with an 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. 18 Waterside Drive, Centerville, Massachusetts may have constructed upon it(the
Premises), a house containing no more than three (3) bedrooms. E&B Development, LLC
for itself and/or its successors in interest agrees that this shall be a permanent deed
restriction affecting the house located on the Premises.
For grantor's title see Document No. 1,346,893 as noted on Certificate of Title No. 216265.
PROPERTY ADDRESS: 18 Waterside Drive, Centerville, MA 02632
Executed as a sealed instrument this day of March, 2019.
E&B Development, LLC
a�By:
Robe y, its Ma g r
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss.
On this day of March, 2019 before me the undersigned notary public, personally
appeared the above-named Robert Brady,Manager as aforesaid, a person known to me or who
proved to me through satisfactory evidence of%NO
FPubli�
er's license to be
the person whose name appears on this docum th ned it
voluntarily for its stated purpose on behalf of
My Commissi0 Expires:
Niolvry Public
August 5, 2022
oFt�r
Town of Barnstable Barn
Board of Health � 11111.1
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9 ass $ 200 Main Street, Hyannis MA 02601
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Office: 508-862-4644 Paul Canniff,D.M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Donald Guadagnoli,M.D.
June 14, 2018
Mr. Sean M. Riley, P.E.
Coastal Engineering Co.
260 Cranberry Highway
Orleans, MA 02653
RE: 18 Waterside Drive, Centerville A = 207-155
Dear Mr. Riley,
You are granted a conditional variance on behalf of your client, Simarano Family
Trust, to construct an onsite sewage disposal system incorporating drip dispersal
at 18 Waterside Drive, Centerville.
The variance granted is as follows:
310 CMR 15. 211: To install a future reserve area seven feet away from the
property line, in lieu of the twenty feet minimum setback required.
This variance is granted with the following conditions:
(1) The septic system shall be installed in strict accordance with the
engineered plans dated March 2, 2018.
(2) 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 engineered plans dated March 2, 2018.
(3) When/if the future reserve area is utilized sometime in the future,
the applicant has agreed to incorporate innovative/alternative
nitrogen reduction technology within the system.
Q:\WPFILES\RileySimaranol8W atersideDriveCentervilleVariances2018.docx
These variances are granted because, the proposed plan appears to meet the
maximum feasible design standards contained within the State Environmental
Code, Title 5 and local Health Regulations. The engineer designed the septic
system attempting to maximize setbacks to the wetlands,
Sincerely yours,
ul . i , ITT V —V
Chairman
Q:\W PFILES\RileySimaranol8WatersideDriveCentervilleVariances2018.docx
)! 3/5/18
GF THE?n._ DATE
v� ti0
FEE: $95.00y
BARNSTABLE,
T; MASS. g 9 r
ArF°39�16%, Town of Barnstable
SCHED.DATE•
Board of Health '
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Donald A.Guadagnoli,M.D.
Alternate:Cecile Sullivan,RN,MSN
VARIANCE REQUEST FORM
LOCATION
Properly Address: 18 waterside Drive,Centerville
Assessor's Map and Parcel Number: 207-155 Size of Lot: 0.53 acres
Wetlands Within 300 Ft. Yes X Business Name:
No Subdivision Name:
APPLICANT'S NAME: E&B Development LLC Phone 508-789-0007
Did the owner of the property authorize you to represent him or her? Yes X No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: Simarano Family Trust Name: Sean M. Riley, Coastal Engineering Co., Inc.
Address: 298 Laws Brook Road, Concord, MA 01742 Address: 260 Cranberry Highway, Orleans, MA 02653
Phone: Phone: 508-255-6511
EMAIL: sriley@coastalengineeringcompany.com
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
See attached Letter See attached etter
NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in S separate,collated packets.
Five(5)copies ofthe completed variance request form
Five(5)copies of engineered plan submitted(e.g.septic system plans)
Five(5)copies of MA DEP approval letter for I/A septic systems only.
Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian
Signed letter stating that the property or business 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 expense(for
Title V and/or local sewage regulation variances only)
Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only).
$95.00 variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same
owner/lessee only],outside dining variance renewals[same owner/lessee 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 Paul J.Cannift;Chairman
NOT APPROVED Junichi Sawayanagi
REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D.
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COASTAL
engineering co.
Project#C18887.00
March 5, 2018
Board of Health
Attn: Thomas McKean, Health Director
200 Main Street
Hyannis, MA 02601
Re: Board of Health Variance Request
Proposed Sewage Disposal System
E&B Development LLC
18 Waterside Drive
Centerville, MA
Map 207 Parcel 155
Dear Board Members:
On behalf of our client, E6B Development, we are requesting a variance from the 310 CMR 15.211 Setback Distances
and Barnstable Board of Health Regulations. The undeveloped property has a vegetated wetland and a DEP defined
Coastal Bank. The proposed sewage disposal system consisting of a septic tank, distribution box and leaching
chamber all meet the required setbacks including the Barnstable 100' setback requirement to the wetland resource
areas. However, the reserve area can only be placed within any area of the property that would require relief from
either a Title V setback or the Barnstable Chapter 360 setback regulation to wetland resource areas. Therefore, we
are requesting a 3 ft. variance from the property's loft. street line setback requirement to the reserve area (allowing
it to be 7 ft,from the street line) as shown on the enclosed site plan.
Please schedule this request for your March 20, 2018 public hearing. If you have any questions or require additional
information, please contact our office.
Very truly yours,
COASTAL ENGINEERING CO., INC.
Sean M. Riley
SMR/sgc
Enclosures
cc: E&B Development
Simarano Family Trust
Orleans Sandwich I Nantucket
a .�:n
k
COASTAL
engineering co.
Project#C18887.00
Marc h 5, 2018
ABUTTER NOTIFICATION
Re: Board of Health Variance Request
Proposed Sewage Disposal System
E&B Development LLC
18 Waterside Drive
Centerville, MA
Map 207 Parcel 155
Dear Abutter:
On behalf of our client, E&B Development, we are requesting a variance from the 310 CMR 15.211 Setback Distances
and Barnstable Board of Health Regulations. The undeveloped property has a vegetated wetland and a DEP defined
Coastal Bank. The proposed sewage disposal system consisting of a septic tank, distribution box and leaching
chamber all meet the required setbacks including the Barnstable 100' setback requirement to the wetland resource
areas. However, the reserve area can only be placed within any area of the property that would require relief from
either a Title V setback or the Barnstable Chapter 360 setback regulation to wetland resource areas. Therefore,we
are requesting a 3 ft. variance from the property's loft. street line setback requirement to the reserve area (allowing
it to be 7 ft.from the street line) as shown on the enclosed site plan.
The.application and plans are available for review at the Barnstable Board of Health Office located within the
Barnstable Town Hall, 200 Main Street, Hyannis, MA. Information may also be obtained by contacting our office. This
hearing is currently scheduled March 20, 2018 beginning approximately 3p.m. at the Barnstable Town Hall.
Very truly yours,
COASTAL ENGINEERING CO., INC.
Sarah Cole
cc: E&B Development
Town of Barnstable Board of Health
Simarano Family Trust
Sean M. Riley, Project Manager
DADOC\C18800\18887\Permitting\BOH\Abutter Note.doc
Orleans I Sandwich I Nantucket ' �= • -
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February 28,2028 Project#C18887.00
Board of Health
Barnstable Town Offices
zoo Main St.
Hyannis,MA o26oi
Re: Authorization For Representation
Proposed Sewage Disposal System
EU Development LLC
A Waterside Drive
Centerville,MA
Map 207 Parcel 155
Dear Board Members:
This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the
Barnstable Board of Health.
Very ruly yours,
i
E&B D v opment C
D:IDOCICi8800Ix8887iPerm7ttingtBOHIClient Rep Auth Ltr.doc
Town of Barnstable
Barnstable
Board of Health ���C�
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3 BARNnABM 200 Main Street, Hyannis MA 02601
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CFO MA'S°i 2007
Paul J.Canniff,D.M.D.
Office:508-862-4644 Donald A.Guadagnoli,M.D
FAX: 508-790-6304 Junichi Sawayanagi
BOARD OF HEALTH MEETING MINUTES
Tuesday, March 20, 2018 at 3:00 PM
Town Hall, Hearing Room
367 Main Street, 2nd Floor, Hyannis, MA
A regularly scheduled and duly posted meeting of the Barnstable Board of Health was held on Tuesday, March 20, 2018.
The meeting was called to order at 3:00 pm by Chairman Paul Canniff, D.M.D. Also in attendance were Board
Members Junichi Sawayanagi and Donald A. Guadagnoli, M.D. Thomas McKean, Director of Public Health, and Sharon
Crocker,Administrative Assistant,were also present.
I. Lifeguard Requirements:
Todd Deluca, Greater Hyannis Chamber of Commerce, had two proposals. The Chamber felt
the local pool regulations put the Chamber members at a disadvantage since regulations are
not the same for hotels in competitive towns as well as hotels within their own town. Their first
proposal is to eliminate the Board's regulations and use the State's regulations which they
believe are designed to be fair and equitable.
If the Board doesn't favor the first proposal, Mr. Deluca asked the Board to consider adjusting
the criteria (# of rooms) used to apply the local regulation. The Chamber does not believe it is
reasonable to correlate a hotel's inventory of rooms with amount of risk at the pool as the
rooms may be vacant, occupants may not choose to use the pool, etc. Mr. Deluca suggested
using seasonality to make it a more equitable regulation.
The Cape Cod Chamber of Commerce had summarized the occupancy rates by month of all
hotels in town. With the exception of the Resort and Conference Center and the Cape Codder,
the other hotels have less than 75 units rented during the off-season months. The second
proposal is to limit the use of the local regulation to the "in-season" period only (Memorial Day
through Columbus Day) and to eliminate the requirement of 2 lifeguards for locations with two
pools or more.
Dr. Guadagnoli made a motion to waive the local regulations as requested. The motion was
not seconded.
Dr. Guadagnoli made a motion to consider using the high density time (Memorial Day through
Columbus Day) as the time to apply the local regulations. Dr. Canniff did not support this. Mr.
Sawayanagi would like more time to consider the information.
The Board will take the new information into consideration and continue this item at the April
24, 2018 meeting.
Page 1 of 4 BOH 3/20/18
i
II. Variance — Septic:
A. Michael Pimentel, JC Engineering, representing Gerald Healy, owner— 16 Short
Beach Road, Centerville, Map/Parcel 206-043, 4,995 square feet parcel, two
variances requested.
Attorney Michael Ford and John Churchill, engineer, presented their plan and stated that the
property is a three bedroom dwelling.
Upon a motion duly made by Dr. Guadagnoli, seconded by Dr. Canniff, the Board voted to grant
the two setback variances submitted on the plan dated 2/9/18. (Two voted in favor, Dr. Canniff
voted against.)
B. Peter McEntee, Engineering Works, representing Lee and Beverly Staniar, owners -
206 Annable Point Road, Centerville, Map/Parcel 211-032, 14,090 square feet
parcel, failed septic system, multiple variances requested.
Peter McEntee presented his plan.
Upon a motion duly made and seconded, the Board voted to grant the five variances on the
plan dated 1/30/18 and signature dated 3/6/18 with the following conditions: 1) A four
bedroom deed restriction must be recorded at the Barnstable County Registry of Deeds, and 2)
submit an official copy to the Health Division. (Unanimously, voted in favor.)
C. Sean Riley, Coastal Engineering, representing E&B Development, developer— 18
Waterside Drive, Centerville, Map/Parcel 207-155, 0.53 acre parcel, Centerville,
three feet setback variance for reserve area.
�Seanrey-presented his plan.
Melvin Cohen, a neighbor, expressed concern of developing the lot as the property has a
steep slope leading to a wet area which attracting mosquitoes and ticks.
Upon a motion duly made and seconded, the Board voted to grant the variance on the plan
dated 3/6/18 with the following condition: 1) if the reserve area is used in the future, the
applicant has agreed to incorporate innovative/alternative nitrogen-reducing technology within
the system. (Unanimously, voted in favor.)
D. Peter McEntee, Engineering Works, representing Ronald Silvia, Trustee — 368
South Main Street, Centerville, Map/Parcel 207-058, 3,970 square foot parcel,
repair failed septic system, multiple variances requested.
Peter McEntee discussed the proposed plan.
Upon a motion made and duly seconded, the Board voted to grant the 8 variances on the plan
with the following conditions: 1) the system will be restricted to 260 gallons/day (even though
Page 2 of 4 BOH 3/20/18
AbutterReport http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.a...
Board of Health Abutter List for Map & Parcel(s): '207155'
Direct abutters (no set distance) and the properties located across the street.
Total Count: 6 ! Close
Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed
CityStateZip
207154 HHOCKING,BARBARA 8 WATERSIDE DR CENTERVILLE,MA C164898
02632
207155 SIMARANO,VINCENT SIMARANO,VICTORIA SIMARANO FAMILY 298 LAWS CONCORD,MA C205005
J,CAREY,NANCY L& TRS TRUST BROOK ROAD 01742
207156 KANE,JOHN P&RITA 32 WATERSIDE CENTERVILLE,MA C102168
S DRIVE 02632
GLADSTONE, CENTERVILLE, MA
207158 HARVEY M&MARSHA 15 WATERSIDE DR 02632 C182468
L
RICHTER,DONALD F DONALD F RICHTER 37 WATERSIDE CENTERVILLE,MA
207159 &MCQUADE,PEGGY J LIVING TRUST DRIVE 02632 C211018
TRS
207162 SMITH,PAMELA A 56 PHEASANT WAY CENTERVILLE,MA C196839
02632
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.ff a certified list of abutters is
required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database
as of 2/28/2018.
1 of 1 2/28/2018, 1:52 PM
Abutter Map (BOH)
18 Waterside Drive, Centerville
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GARAGE 5ECTION
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1 BEDROOM
APARTMENT
DECK
ENTRY
BEDROOM
180 ±SF a
0° STORAGE
350 ±SF
BUILDING LIV. KIT.
#619 MAIN ST. ROOM BATH ENTRY
a
7ENTR Np
ENTR
2
RETAIL RETAIL
800 ±SF
RETAIL
RETAIL
ENTRY STORE
FIRST FLOOR
1 BEDROOM
APARTMENT
BUILDING
#619 MAIN ST.
ENTRY p BEDROOM
160 ±SF
BATH/
ENTRY LNDY. -
KIT./ LIVING
DINING ROOM
SECOND FLOOR
FLOOR PLAN
BUILDING USAGE: COMBINED RESIDENTIAL & COMMERCIAL
2 BEDROOMS x 110 GPD/BEDROOM = 220 GPD
RETAIL AREA: 800 SF x 50 GPD/1000 SF = 40 GPD
TOTAL DESIGN FLOW = 220 GPD + 40 GPD = 260 GPD
368 SOUTH MAIN STREET, CENTERVILLE, MA
rr 1
,
No. (/ V t V t Fee �(®
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ppliLation for Disposal 6pstrm Construction 3pPrm t
Application for a Permit to Construct(P9 Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. wr4 61 L I DE 09 Owner's Name,Address,and Tel.No. 1010 LA'"j S ff
Assessor's Map/Parcel ZCQ P&'aCR/'TC&rr U—C So j 7g ocll7
Installer's Name,Address,and Tel.No. Suf 1(_32.065 Designer's Name,Address,and Tel.No. Sv8 Z,S.S 6S 1)
TWAT/` 1�v L�C�t/W7+n.s �<< < +S Si ;AM OA,S rrvt_Z hvf
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 211 pe/9 sq.ft. Garbage Grinder(Y )
Other Type of Building No.of Persons Showers(°O Cafeteria(X )
Other Fixtures —
Design Flow(min.required) X D gpd Design flow provided gpd
Plan Date 5/Z/f*' Number of sheets 1 Revision Date 5/? -t- 3/2 b jl
Title LA-fv St IAJ� (IflVPUSCD 12UC,-LUA1s SL /(AS 1)1 S9&S1 SLJ7C
Size of Septic Tank SUD JAL Type of S.A.S. C7) C_L-AM1ivf CY+A/-7 t�t W_J
Description of Soil 7l r4N
Nature of Repairs or Alterations(Answer when applicable) 1 SUl> SS t P— ax 'r SA y F (3) 5c u
Ny' C r1 An f500
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 thiABoar of Hea h. vSign r Date `/9
4
Application Approved by -1 g
Date
Application Disapproved by Date
for the following reasons
Permit No. d�� Date Issued �'
No. l/ ot y✓ Fee
�`�� 11 � -5d
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplication for iso'c6al 6pstem Construction 3pPrmit
Application for a Permit to Construct(;n) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. kp-7 6LS I OE . 1512 Owner's Name,Address,and Tel.No. I ul v I JU t'v.S
Assessor's Map/Parcel 2cn 155 E /-r L L C S(,, 7
Installer's Name,Address,and Tel.No. S(, ' 4 32.0 G S Designer's Name,Address,and Tel.No. Sv? Z�5 7
Sf��n►//yAiv t�(Cs�t/tg7��,s C.c( �S Stet 41 lLAST [ tt A,I,/L/Gatvs
Type of Building: -
Dwelling No.of Bedrooms 3 Lot Size z 3, O4 O . sq.ft. Garbage Grinder(/ )
Other ^Type of Building No.of Persons "- Showers(, ) Cafeteria(/ )
-Other Fixtures
Design Flow(min.required) gpd Design flow provided SY?' 4- gpd
Plan Date 3)Z/11 Number of sheets Revision Date l? -* ? 120j
Title nlir+j $'�w�ivl ;��1.(�l�uSe +)ljt"ZcrAj� C= 0 , 71^�
Size of Septic Tank A t. Type of S.A.S. (7) C e AC C t-741 1` $f=t2,S
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ).V00 7 5 i , l>-3JX I .54S 0 r- (3) S(,cJ
Date last inspected:
M 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 H aalth. ✓'"� q
Signe i Date
c
Application Approved by 1 ,` �1 !l�ee.IJEJC Date i��
Application Disapproved by Date
for the following reasons
Permit No. d`�� 1 T' Date Issued
-.- .- _ - ----------_ --------------- ----
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by
.Y,.at has been,constructed in ae�cordance _
with the provisions of Title 5 and the for Disposal System Construction Permit No. ;01 • 6 "dated
Installer Designer -
#bedrooms 3 Approved design flow / gpd
The issuance of this permit shall not be construed as a guarantee that the system7wi' ,11_j: nction as designed. ,
Date Inspector ,- ,..
- - - - - - - - - - - -- - -- -- - - - Fee - - ---
off- 1 SCE
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction permit
Permission is hereby granted to Construct( ) Repair,( ) Upgrade( ) Abandon( )
System located at !lw�.ttLn
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction mustbe completed within three years of the date of this permit!
Date _t 1 f —I Approved b
PP Y
COASTAL
engineering co.
Project#C18887.00
October 1, 2018
Board of Health
Attn:Thomas McKean, Health Director
200 Main Street
Hyannis, MA 02601
Re: Board of Health Variance Request
Proposed Sewage Disposal System
E&B Development LLC
18 Waterside Drive
Centerville, MA
Map 207 Parcel 155
Dear Board Members:
Coastal Engineering inspected the sewage disposal system installation at the above referenced property prior to being
backfill. Our inspection found the system to be installed in substantial compliance with the approved plan with respect
to overall dimensions and elevations.
Please note that at the time of our inspections final grading had not yet been completed. The installer must grade
properly to have a maximum of three feet of cover over the sewage disposal system.
If you have any questions, please do not hesitate to contact me directly at(508) 255-6511 extension x485.
Very truly yours,
COASTAL ENGINEERING CO., INC.
Sean M. Riley
SMR/sgc
Enclosures
cc: E&B Development
Simarano Family Trust
a
Orleans Sandwich Nantucket
"'y-4f l C 1
4,
�vd dud f4j4-f,,Lh��
r I vv.)- r S,de
Town of Barnstable
�gF tNE,p
Q Inspectional Services
sxnrssrAas,e,
Public Health Division
�c MASS � Thomas McKean,Director
r�A � 200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Bate: 3/11/19 Sewage P'ermitg 2018 to-7 .Assessor's Map\Parcel 207/15S
:Designer; Coastal Engineering Co inc Installer; SPEah'^A,K VCAW1F7PW Ut
Address: 260 Cranberry Highway . . Address: Is
stir w*1
Orleans MA 02653 N991-ICm
On t.ih �i S®tAWG4✓�1A4 was issued a permit to install a
(date) (installer)
septic system at 18 Waterside Drive, Centerville based on a design drawn by
(address)
Coastal Engineering Co., Inc. dated 3/2/18
(designer) --
X I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changessuch as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic 'system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State'&Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required) was inspected.and the soils
were found satisfactory.
I certify that the system referenced:above was constructed in compliance with the terms of
the 11A approval letters,(fyf,,-applicable)
,n
(Installer's Signature) <-v
f C:��Itt
(Designer's Signature)~ (Affix 6'3t`-Np `—
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE. ISSUED UNTIL .13OTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU,
WoMdeptAHEALTMEWERconnectlSEPTICTesignerCertification Form Rev 8-14.13.DOC
_. . . r _
48'-0'
11'-0' ,
I O'X I O'WEATHER RE515TANT DECK I 10'-0'
W/RAILING 4 5TAIR5 TO-GRADE
14'-4' 5'-6'— —5'-6'
zo -:22446
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7'-11` o "b
6'-5' 3'-3' N CN235 T-6'
(4)9-:I/2'LVL,FLL15H FRAME
� -2432 6 -0' I DwDINING AREA []02432
VENT TOEN7TO O OUi51DE o DWELLING WALL TO BE D
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ID
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12'-0' 4'-8' 4'-8' 9
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4'-0' 7'-3-� 7'-3' 4'-0'
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14'-4' 23'-8'
38'-0'
FIRST FLOOR 1
rIA SCALE:1/4"=1'-0" PROP05ED DWELLING FOR
18 WATERSIDE
\ CENTERVILLE, MA55.
DR. BY: J. ROGER5
3 DATE: 4-2-15
I `
17'-7'
15'-1'
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ih
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38'-0'
SECOND FLOOR
SCALE:1/4"=1'-0"
PROPOSED DWELLING FOR
15 WATERSIDE
CENTERVILLE, MASS.
DR. BY: J. ROGERS
DATE: 4-2-15
DEEP OBSERVATION HOLE LOGS BY OTHERS - P 15502 DATE OF TESTS: OCTOBER 16, 2017 ESTIMATED HIGH GROUNDWATER CALCULATION
DEEP OBSERVATION HOLE 1 (TH1) EL. = 35.4t NO SCALE
PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE C1 (USGS/CCC METHOD) N /A ZONING COMPLIANCE TABLE s --r
HORIZON IN TH2 AND TH4
DEPTH FROM SOIL SOIL SOIL COLOR SOIL INDEX WELL: # ZONE: ZONING DISTRICT: RC - RESIDENCE C DISTRICT COASTAL
SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER ASSESSORS MAP 207
WITNESSED BY OTHERS : MATT FARRELL, JM O'REILLY & ASSOCIATES, INC. DATE OF READING: DEPTH TO GROUNDWATER: USE: SINGLE-FAMILY RESIDENTIAL DWELLING PARCEL 155
p" _ g" A LFS t0 YR 2/2 NONE V. FRIABLE DAVID W. STANTON, IRS, HEALTH AGENT W J engineering CO.
GROUNDWATER LEVEL ADJUSTMENT: 260 Cranberry Hwy.Orleans,MA 02653
9 - 32
„ " B FSL 10 YR 5/6 NONE FRIABLE NO GROUNDWATER ENCOUNTERED ACTUAL GROUNDWATER LEVEL ®SITE: EL= SUBJECT REQUIRED EXISTING PROPOSED LOCUS 508.255.65U P 508.255.6700 F
�y
32" -138" C1 SAND (M) 10 YR 7/6 NONE LOOSE ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= LOT AREA 87,120 S.F. 23,090t S.F. NO CHANGE �'.po
FILTER FABRIC LOT FRONTAGE 20 FT. 116.11 FT. NO CHANGE
DEEP OBSERVATION HOLE 2 (TH2) EL. = 34.1t NO SCALE STAPLE To POST 2" x 2" x 3'
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER WOODEN STAKE s' EROSION & SEDIMENTATION CONTROL NOTES: FRONT YARD SETBACK 20 FT. N/A 40t FT.
SURFACE HORIZON TEXTURE MUNSELL MOTTLING ON CENTER (MAX.)
12" FILTREXX SILTSOXX 1. THE SEDIMENT CONTROL BARRIER SHALL BE INSTALLED PRIOR TO THE START OF SIDE YARD SETBACK EAST 10 FT. N/A 19t FT
0" - 19" CF FILL FILL NONE FILL OR EQUIVALENT CONSTRUCTION AND MAINTAINED UNTIL STABILIZATION AND REVEGETATION OF ( ) /
" " B FSL 5 6 NONE FRIABLE DISTURBED AREAS. SIDE YARD SETBACK (WEST) 10 FT. N/A 23t FT BARNSTABLE, MA
19 - 35 10 / 2't 4't 2. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL KEY MAP
" SLOPE AND SHALL PROTECT THE CONSTRUCTION SITE FROM EROSION UNTIL COMPLETION OF BUILDING HEIGHT 30 FT. OR 2.5 STORIES N/A < 30 FT.
35" - 140" C1 SAND (M) 10 YR 7/g NONE LOOSE PERC AT ss PROTECTED SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER.
NO SCALE
NO GROUNDWATER
AREA 3. AFTER GRADING, EXPOSED SLOPES SHALL BE COVERED WITH NORTH AMERICAN GREEN
ENCOUNTERED % SC150 EROSION CONTROL BLANKET, OR APPROVED EQUAL THE EROSION CONTROL OVERLAY DISTRICTS:
711 '' BLANKET SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S RPOD - RESOURCE PROTECTION OVERLAY DISTRICT REFERENCES.-
DEEP
OBSERVATION HOLE 3 (TH3) EL. = 32.7t NO SCALE BURY BorroM of SPECIFICATIONS. x9.�l _ � -- SALT WATER ESTUARY PROTECTION DISTRICT ASSESSORS MAP 207, PARCEL 155
FILTER FABRIC IN 4. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 6' x 6" TRENCH DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY -14- o
SURFACE HORIZON TEXTURE MUNSELL MOTTLING LITTER OR DEBRIS. CIO
CTF.#205005
„ 5. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE - - - L.C.PLAN #32290-E (LOT 24)
on -- g A LFS 10 YR 2/2 NONE V. FRIABLE / .00
" „ FRIABLE SEDIMENTATION BARRIER DETAIL STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER 1 / �� "1 � e '
NONE SE MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROMoo
9 - 32 B FSL 10 YR 5/4 f / s - FLOOD NOTE:
PROJECT SITE. ! ,•° x,z.r � �,� '."
32" - 135" C1 SAND (M) 10 YR 7/4 NONE LOOSE NOT TO SCALE / r os,,
F ♦ x°1 FLOOD ZONE AE (EL 12) AS SHOWN ON
♦♦ FEMA FIRM PANEL #25001CO564J
DEEP OBSERVATION HOLE 4 (TH4) EL. = 29.6f NO SCALE BARBARA HOCKING , �` 9° ♦ PAMELA SMITH EFFECTIVE DATE JULY 16, 2014
CTF.#164898 / / / a" I _..__ s�, CTF.#196839
DEPTH FROM SOIL SOIL SOIL COLOR SOIL
OTHER IL ASSESSORS MAP 207 f / / I rr _--- __..,. __--
SURFACE HORIZON TEXTURE MUNSELL MOTTLING PARCEL 154 ! �0.7 `ASSESSORSPARCEL�162 207
\ / '
0" - 9" A LFS 10 YR 2/2 NONE V. FRIABLE _ ���V f ff ,f� f // s %� �. � � . ... ®p � ~� � DATUM NOTE:
c� 1 / / * /�� a'� ! ° W� - - .W-7♦ \ ELEVATIONS SHOWN HEREON ARE BASED
" " � 100' BUFFER FROM
9 - 31 B FSL 10 YR 5/4 NONE FRIABLE o S ��ti! ,�o�`" / �♦
N EDGE OF WETLAND tit F •• / WETLAND
BY ON THE NORTH AMERICAN VERTICAL
OTHERS ,� DATUM 1988 (NAVD 1988)
31" - 143" C1 SAND (M) 10 YR 7 4 NONE LOOSE PERC AT 57 y1 s o
/ PROPOSED �ti > / '� 5 W-8 i w
NO GROUNDWATER 0
y� H
ENCOUNTERED LIMIT OF WORK/
100' BUFFER, FROM SEDIMENTATION £ �r ?
DEP COASTAL BANK BARRIER 1 /f
s� LEGEND
DESIGN CALCULATIONS ,. 9¢�
PROPOSED , / , ;,. P��`� EXISTING z
DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD A LOT 24
- � 1,500 GALLON J �r. 'r '`t ''y � rt / 23,090f S.F. f /' W-4u \�Po``� � ■
330 GPD X 200% = 660 GALLONS USE 1,500 GALLON SEPTIC TANK, MIN. ALLOWED SEPTIC TANK e �o �P BOUND SEAL
A 33.5' x 8.83' x 27.9' x 6' x 6.6. x 2 'D. LEACHING CHAMBER CAN LEACH: w PROPOSED 0 1 l I (0.53t AC.)' 4, of
00 F I CATCH BASIN ce+ M
Vt = ((33.5 + 8.83 + 27.9+ 6 + 6.6)2 + 289 S.F.)) x .74 = 336.4 GPD D Box E ! �� / do qSs
SIDEWALL BOTTOM
PROPOSED a �� qo�
RETAINING WALL w HYDRANT O SSE;f
r t r A J° 2 f ?� sO
:' TOP WALL EL.=18.5t o
INSTALL: ONE ( 1 ) - 33.5 x 8.83 x 27.9 x 6 x 6.6. x 2 D. LEACHING CHAMBER Vt = 336.4 GPD > 330 GPD REQ D. o SITE BENCHMARK:
`` `'�' ,� o = :�.2 BOT. WALL=16.Ot _`" k VlL
_.__ PULL BOX -16715
ONE ( 1 ) - 1,500 GAL. SEPTIC .TANK, MINIMUM ALLOWED � HYDRANT TAG BOLT #485 � _ � s zs•2�' � � N •� =�,; • - --_ -- � �w-3 " ��
r ti f � 9
£-23 5-88Z 1..
ONE ( 1 ) DISTRIBUTION BOX DB-5 ELEV.=39.97 NAVD88 I ' �i� ,� so, F r T1F_
Eli / - 1 TELEPHONE BOX
'% ? FSs�aNAL '
2 ' ♦ /
.5 - .
NOTES 1 mx,� _ . . -
TH1 ?x -� �� .o i i ` / END OF DEP / / I ,
o 1 : `' COASTAL
EDGE OF WETLAND
-�_
„ q' �W WATER LINE
C.O.
BA K
A
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. �o `�• J `<�. � �\�.I �`r$q � �°
2) THE INSTALLER 1S RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL ;, i Ho y� �_U cm �q;' .,� .�W-r --1;i CONTOUR p�
SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON <' i x� T /! / , 5,, _-- / a
THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A PROPOSED A TH3 `'o ` � � �:. "� 2 TOP of DEP / X 9,2 SPOT GRADE
MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. LEACHING CHAMBER �� _ %o /s;�. /� coasrAL BANK Q
f y
SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY (SEE DETAIL) �x �' `'o ' �� `` (NO BARNSTABLE)
3 PRIOR TO �•,•� TOCB TOP OF COASTAL BANK �
) .P. `���, �, � �. �O _;;,. wit �. •.\ �, `L ►...�
EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES o a
TO THE DESIGN ENGINEER. APPROX. TEST . �r_ d ►4
„ �� 1 .� i •�s G 0 �, * �..: e°i JOHN KANE THl TEST HOLE (BY OTHERS) �Q
HOLE LOCATION o ►A ` ti`'o CTF.#102168 rT�4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE /
(BY OTHERS) Fo o, Ax V _. .�-.• o -ss^/ ASSESSORS MAP 207 W W
MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. �F F P ti �" °� PAR 1
o f \l ` ! `� 5� n; 50' BUFFER FROM PARCEL 56 a
5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN �L A s yk � -<.- EDGE of WETLAND
ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES PROPOSED I--�
HALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. �� 9 ® oq�o m<_ RIP-RAP Q
S o A P S SWALE 10 CONTOUR
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF `; �'� `�� oo Q� ti� ��• .i` _ °�. z
THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 50' BUFFER FROM U Q
NOTE: -o �'F 9�� ,:, DEP COASTAL BANK 10.0+ SPOT GRADE w w
7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO ALL WATER FIXTURES TO BE WATER TESTED BY -9
EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS 6k �' f m0000 LIMIT OF WORK/ � �
8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. 9� 5 otix / DRIVEWAY PLAN SEDIMENTATION BARRIER a O
MEANS IN ORDER TO LOCATE THEM ONCE BURIED. J S / ENCROACHMENT
IF APPLICABLE: \� ` 20 10 0 20 60 W WATER SERVICE C0 Q'I O
9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF o� 100' BUFFER FROM Q
PROPOSED o� EDGE OF WETLAND C.O. CLEAN OUT
ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT W �y
NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE 4 SIEVE. THE con
RESERVE AREA „
FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES (3' x 2' x s2) 3 °��;
SIEVE PERCENT � 4 100' BUFFER FROM 1 inch = 20 !� W TM-�
THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIZE PASSING `° ° DEP COASTAL BANK ['� ` )
4 100% PROPOSED Q� (THIS AREA IS SERVED TOWN WATER) VARIANCES
50 10%-100% WATER .4 V
100 0%20% SERVICE PAVED 310 CMR 15,000 (TITLE 5)
200 0%-5% DRAINAGE
SWALE O
15.211 MINIMUM SETBACK DISTANCES
ONE (1)- 33.5 X8.83 X27.9 X6 X6.6. X2 D.
-RESERVE AREA LESS THAN 10 FROM w w
RAISE COVERS TO WITHIN 6" PROPERTY LINE (3' VARIANCE REQUESTED) A
OF FINISH GRADE RAISE COVERS TO WITHIN 6" RAISE COVERS TO WITHIN 6" LEACHING CHAMBER CONSTRUCT BY PLACING THREE 8'-6" x 4'-10" x w
PROPOSED � „ � „ A
FIRST FLOOR OF FINISH GRADE OF FINISH GRADE 3-0 LEACHING CHAMBER UNITS END TO END WITH 2'-On STONE ON SIDES
EL.=34.00 AND 4' STONE ON ENDS. (USE 500 GALLON LEACH CHAMBER UNITS AS TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS a
MANUFACTURED BY SHOREY PRECAST OR EQUAL).
FINISH GRADE = 32.4t FINISH GRADE = 31.7t FINISH GRADE = 32.5t (MAX) U
•.. 9" MIN. ., - -- ------ RESERVE AREAS � r+l
a: a: a: a. W
" 3' MAX. -RESERVE AREA LESS THAN 10 FROM a °O
4 DIA SCH 40 PVC PIPE FLOW D'BOX 3' MAX. D'BOX '
OR AS REQUIRED BY MASS LINE PROPERTY LINE {3 VARIANCE REQUESTED) SCALE
PLUMBING CODE " LAYER OF
DROP:2' min.
� 4" DIA SCH 40 PVC PIPE __ 1 8" TO 1 2" STONE 27•9 AS NOTED
3 max.
4.
• ��/ 6�0" DRAWING FILE C18887.00.dwg
.- t
a . ,�O DATE
N 10 SEE 28.87 2"D P PIPE OR FLOW
0 29.70 29.20 BLOW MIN. LEVELER INVERT ALL 2'-0" 2' el +�
LIQUID DEPTH 1500 GAL 28.95
` 28.50 '° EFFECTIVE �O 03-02-2018
SEPTIC TANK t 28.70 DEPTH / / / INSPECTION NOTE
THE MINIMUM SLOPE FOR W/SANITARY F ' ALL INV. i 0 DRAWN BY
:- / 4. MJB
4" DIA SCH 40 PVC TEES COMPACTED BASE 26.50 3/4" To 1 1/2" M ,� .� O O O THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) CHECKED BY
a PIPE IS 1/8" PER FT W/ 6 DOUBLE WASHED STONE co 06 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
00 CRUSHED STONE
00 • ALL DEPTH TO ESTIMATED HIGH „ ®, „, �
GROUNDWATER < 17 FT. o, _
�� ��� � � INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
2-0 4-10 2-o //- PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
LINES EXITING D'BOX MUST REMAIN
( ) 8'-10" REQUIRED INSPECTIONS. Q
00
00 LEVEL FOR 2'-0" BEFORE PITCHING
00 COMPACTED BASE GAS BAFFLE) DOWN To LEACHING FACILITY END VIEW 33.5' �
W/ 6 LAYER OF USE 'TUF-TITE'
21't CRUSHED STONE OR APPROVED 8't 20't ESTIMATED HIGH GROUNDWATER NOTE:00 o
EQUIVALENT LONGEST RUN EL.=s.9't (® EOW) THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
(SEE TEST HOLES BY OTHERS) DETAIL OF LEACHING CHAMBER THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL C2olol
OUTLET TEE DEPTH CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
0O LIQUID DEPTH s�
BELOW FLOW LINE SCHEMATIC FLOW PROFILE No SCALE
0 4 FT 14 INCHES LOCAL BOARD OF HEALTH REGULATIONS. w
T 19INCHES� 5 F 1 OF 1 SHEETS
6 FT 24 INCHES
A ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 PROJECT NO.
7 FT 29 INCHES
v C18887.00
w
�
DEEP OBSERVATION HOLE LOGS (BY OTHERS) P 15502 DATE OF TESTS: OCTOBER 16, 2017 ESTIMATED HIGH GROUNDWATER CALCULATION
DEEP OBSERVATION HOLE 1 (TH1) EL = 35.4t NO SCALE
PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE Cl (USGS/CCC METHOD) N /A ZONING COMPLIANCE TABLE ��
HORIZON IN TH2 AND TH4
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER INDEX WELL: # ZONE: ZONING DISTRICT: RC - RESIDENCE C DISTRICT ASSESSORS MAP 207 COASTAL
SURFACE HORIZON TEXTURE MUNSELL MOTTLING WITNESSED BY OTHERS : MATT FARRELL, JM 0 REILLY & ASSOCIATES, INC. r
0" g" A LFS 10 YR 2/2 NONE V. FRIABLE
DAVID W. STANTON, RS, HEALTH AGENT DATE OF READING: DEPTH TO GROUNDWATER: USE: SINGLE-FAMILY RESIDENTIAL DWELLING PARCEL 155
N z engineering co.
GROUNDWATER LEVEL ADJUSTMENT. 260 cranberry Hwy.Orleans,MA 02653
9" - 32"
B FSL 10 YR 5/6 NONE FRIABLE NO GROUNDWATER ENCOUNTERED ACTUAL GROUNDWATER LEVEL ® SITE: EL= SUBJECT REQUIRED EXISTING PROPOSED 508.255.65u P 508.255.6700 F
32" -138" C1 SAND (M) 10 YR 7 6 NONE LOOSE ESTIMATEDIGH GROUNDWATER LEVEL: EL= 87,120 S.F. 23 090t S.F.
LOCUS
/ (MAX.)( ) LOT AREANO CHANGE
FILTER FABRIC LOT FRONTAGE 20 FT. 116.11 FT. NO CHANGE
DEEP OBSERVATION HOLE 2 (TH2) EL = 34.1t NO SCALE STAPLE To Posr
2" X2" X3'
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER WOODEN STAKE 6' EROSION & SEDIMENTATION CONTROL NOTES: FRONT YARD SETBACK 20 FT. N/A 40f FT.
SURFACE HORIZON TEXTURE MUNSELL MOTTLING ON CENTER (MAX.)
0" - 19" CF FILL FILL NONE FILL 12" FILTREXX SILTSOXX 1. THE SEDIMENT CONTROL BARRIER SHALL BE INSTALLED PRIOR TO THE START OF SIDE YARD SETBACK (EAST) 10 FT. N/A 19t FT
OR EQUIVALENT CONSTRUCTION AND MAINTAINED UNTIL STABILIZATION AND REVEGETATION OF BARNSTABLE, MA
19" - 35" B FSL 10 YR 5/6 NONE FRIABLE DISTURBED AREAS. SIDE YARD SETBACK (WEST) 10 FT. N/A 23t FT
2't 4t 2. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL KEY MAP
" SLOPE AND SHALL PROTECT THE CONSTRUCTION SITE FROM EROSION UNTIL COMPLETION OF
35" - 140" Cl SAND (M) 10 YR 7/6 NONE LOOSE PERC AT 66 BUILDING HEIGHT 30 FT. OR 2.5 STORIES N/A < 30 FT. NO SCALE
PROTECTED SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER.
No cRouNDwATERr, AREA 3. AFTER GRADING, EXPOSED SLOPES SHALL BE COVERED WITH NORTH AMERICAN GREEN
ENCOUNTERED SC150 EROSION CONTROL BLANKET, OR APPROVED EQUAL. THE EROSION CONTROL OVERLAY DISTRICTS:
771 BLANKET SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S REFERENCES.-
DEEP
OBSERVATION HOLE 3 (TH3) EL. = 32.7t NO SCALE BURY BOTTOM OF SPECIFICATIONS. RPOD - RESOURCE PROTECTION OVERLAY DISTRICT
FILTER FABRIC IN ' '`' -` SALT WATER ESTUARY PROTECTION DISTRICT ASSESSORS MAP 207, PARCEL 155
DEPTH FROM SOIL 4. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO
SOIL SOIL COLOR SOIL 6" x 6" TRENCH - o
OTHER DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY
SURFACE HORIZON TEXTURE MUNSELL MOTTLING LITTER OR DEBRIS. :r2.7 CTF.#205005 5
" " V. FRIABLE 5. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE / - - -- L.C.PLAN #32290-E (LOT 24)
0 - 9 A LFS 10 YR 2/2 .NONE %� J �
r STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER � X 6 �
9" - 32" B FSL 10 YR 5/4 NONE FRIABLE SEDI MEN TA TION BARRIER DETAIL MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM f j •• s r �'
" " ClSAND M NONE LOOSE NOT TO SCALE PROJECT SITE. `/ r" �♦ A�o FLOOD NOTE.
32 - 135 O 10 YR 7/4 FLOOD ZONE AE (EL 12) AS SHOWN ON
FEMA FIRM PANEL #25001CO564J
DEEP OBSERVATION HOLE 4 (TH4) EL. = 29.6f NO SCALE BARBARA HOCKING Jrr �` 9 PAMELA SMITH EFFECTIVE DATE JULY 16, 2014
CTF.#164898 / ' �� Q6� ♦ CTF.#196839
DEPTH FROM SOIL SOIL SOIL COLOR SOIL ASSESSORS MAP 207 ' /r,
SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER _..
/ , � ,' � ASSESSORS MAP 207
PARCEL 154 r.F ,' f r _ PARCEL 162
" - A LFS NONE V. FRIABLE f" f / ._p �� ` DA TUM NO TE.
w �� ,•��� s fir, W=6' . - _ W-7® "� ELEVATIONS SHOWN HEREON ARE BASED
0 9 10 YR 2/2 s �-
100' BUFFER FROM ON THE NORTH AMERICAN VERTICAL
9" - 31" B FSL 10 YR 5/4 NONE FRIABLE N EDGE OF WETLAND �1��ti '. \ tip/ �. / / WETLAND BY \` �\ `♦
" A �, OTHERS DATUM 1988 (NAVD 1988)
Cl SAND M NONE LOOSE PERC AT 57 1 1 / / I "� ♦ n,a,z
31" - 143" O 10 YR 7/4 5
NO GROUNDWATER PROPOSED 'L '?o - W-8 i W
ENCOUNTERED LIMIT OF WORK/ �`' I,
100' BUFFER FROM SEDIMENTATION f moo• A
DEP COASTAL BANK BARRIER �; I l 'I i \ /
DESIGN CALCULATIONS �_ , s � LEGEND
DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD A PROPOSED s ,�` I / LOT 24 _ �P EXISTING z
- 1,500 GALLON J /'y / W-4 ali, �P
23,090t S.F.
330 GPD X 200% - 660 GALLONS USE 1,500 GALLON SEPTIC TANK, MIN. ALLOWED SEPTIC TANK „,. 0 �o �P� ■ BOUND S ar
A 33.5' x 8.83' x 27.9' x 6' x 6.6. x 2 'D. LEACHING CHAMBER CAN LEACH: w PROPOSED > ��,� I ` ; (0.53f AC.)r /
Vt = ((33.5 + 8.83 + 27.9+ 6 + 6.6)2 + 289 S.F.)) x .74 = 336.4 GPD D-BOX 1 i ,,r� o 1 CATCH BASIN It%Or Aqs
sIDEWALL BOTTOM tip, , 1 sq
� � j PROPOSED o �^ o�'� BEAN �yG
RETAINING WALL w HYDRANT u
INSTALL. ONE 1 - 33.5' x 8.83' x 27.9' x 6' x 6.6. x 2 'D. LEACHING CHAMBER Vt = 336.4 GPD > 330 GPD REQ'D. A ''o- ' ? ? i o i TOP WALL EL.=18.5to / �"( ) oSITE BENCHMARK: BOT. WALL=16.OtONE 1 - 1 500 GAL SEPTIC TANK, MINIMUM ALLOWED o / ? No=zs... _ _ PULL BOX
( ) HYDRANT TAG BOLT #485 _ _ _ --- L w-3
ONE ( 1 ) - DISTRIBUTION BOX DB-5 ELEV.=39.97 NAVD88 I s fs.z N,N �Y;\
TELEPHONE BOX FS�1ol�Ai
NOTES x ,`
TH1 i ♦ END OF DEP ,, ♦ /^ / EDGE OF WETLAND
COASTAL
x ., .n�Achoo� /✓ BANK W-2\
�. F y o__ / W
� WATER LINE.
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. �� ,
2 THE INSTALLER TS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL ,. .,. ! '. o o°�� �W_1 - - CONTOUR
SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON
THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A PROPOSED 1H3 0 i. ° _ /
-_ � �i P OF DEP SPOT RARE
LEACHING CHAMBER � / 2 - COASTAL BANK
MINIMUM STANDARD OF A.A.S.H.LO. H-20 WHEEL LOADS. ��� I _��I5�� �o '� L / 2 T G
x ? e( �., (NO BARNSTABLE
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY (SEE DETAIL) w i sox ��/ ,. > TOCB TOP OF COASTAL BANK
EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES
f fi..�..TO THE DESIGN ENGINEER. � APPROX. TEST � o�♦ � ' �` Q� PAP !''�. .� • '-� .M.
� � �' �oHN'KANE TH1 TEST HOLE BY OTHERS
- - ( ) "
4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE HOLE LOCATION o `, °� �? G tiro �s yR;l-._-~ , .._ CIF. 1o21s8
(BY OTHERS) a o „ ,� _ 6 _5 _ #
MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. `��, F �s x a - �` �eoO / ^/ assEssoRs MAP 207 / �.4 a w w
o� �� <y ` `� 50 BUFFER FROM PARCEL 156
5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN i- !t yk _ PROPOSED 1-•�
ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES moo.-yam ''�� f EDGE of WETLAND
5�� RIP-RAP
SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. ,:; SWALE 10 CONTOUR
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF Z ^
THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. o ~ SO' BUFFER FROM w H
NOTE: -o 9Z� ,.� / DEP COASTAL BANK 10.0+ SPOT GRADE w v
7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO ALL WATER FIXTURES TO BE WATER TESTED BY
EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS 9�•�L, \ 6x �" m LIMIT OF WORK
8 ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE PRIOR TO INSTALLA1ION OF ANY SYSTEM COMPONENTS. t � �yx ` DRIVEWAY SEDIMENTATION BARRIER
p"i Q
"tic. \ .� I ENCROACHMENT
PLAN
MEANS IN ORDER TO LOCATE THEM ONCE BURIED. -� �� /
IF APPLICABLE: �? 20 10 0 20 60 W WATER SERVICE O 0'"4
o /� 100' BUFFER FROM O
9) FILL .MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF � � �;�-
ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT PROPOSED ��. EDGE of WETLAND C.O. CLEAN OUT w
RESERVE AREA
NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE ( , )
3 x2 x62 3° • sti
FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES SIEVE PERCENT ''" 100' BUFFER FROM 1 inch = 20 ft.
THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIZE PASSING ''� ° f DEP COASTAL BANK
4 100% PROPOSED e� (THIS AREA IS SERVED TOWN WATER) VARIANCES
50 10%-100% WATER
SERVICE PAVED 310 CMR 15.000 (TITLE 5�100 0%-20%
1200
O%-5% DRAINAGE ✓ 1�
SWALE O� O Mir
15.211 MINIMUM SETBACK DISTANCES !-�I
" _ -RESERVE AREA LESS THAN 10 FROM
RAISE COVERS TO WITHIN 6
ONE (1) 33.5 X 8.83 X 27.9 X 6 X 6.6. X 2 D. PROPERTY LINE (3' VARIANCE REQUESTED) Q
PROPOSED OF FINISH GRADE RAISE COVERS TO WITHIN 6" RAISE COVERS TO WITHIN 6" LEACHING CHAMBER CONSTRUCT BY PLACING THREE 8'-6" x 4'-10" x Q
FIRST FLOOR OF FINISH GRADE OF FINISH GRADE 3'-O" LEACHING CHAMBER UNITS END TO END WITH 2'-0" STONE ON SIDES
EL=34.0o AND 4' STONE ON ENDS. (USE 500 GALLON LEACH CHAMBER UNITS AS TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS w
FINISH GRADE = 32.4t FINISH GRADE = 31.7t FINISH GRADE = 32.5t (MAX) --_ MANUFACTURED BY SHOREY PRECAST OR EQUAL). U H
RESERVE AREAS F-
e a 9, MIN. ,; a
3' MAX. -RESERVE AREA LESS THAN 10 FROM
4" DIA SCH 40 PVC PIPE •. d . 3' MAX. PROPERTY LINE (3' VARIANCE REQUESTED) SCALE
OR AS REQUIRED BY MASS •. ',. LINE D'BOX D'BOX
PLUMBING CODE DROP:2" min.
ry '' 4" DIA SCH 40 PVC PIPE 2" LAYER 2 27 9 AS NOTED
� <. 3 max.. X � - . v .. � 1/8" TO 1/2" STONE �s`O; DRAWINGFILE
10" 2 D P � C18887.00.dwg
N SEE " PIPE OR FLOW ,d/ ,�� �✓`/ ,� / // / DATE
0 29.70 29.20 BELOW 28.87 MIN. LEVELER INVERT ALL 2'-0'
/�` .° 1
LIQUID DEPTH 1500 GAL , . 28.95 a EFFECTIVE -�
SEPTIC TANK ' 28.70 2Nv0 DEPTH : ��"��,/`� INSPECTION NOTE E DRAWN BY 03-02-2018
W/SANITARY ' ALL O s40
MJB
P THE STATE ENVIRONMENTAL CODE, REQUIRES INSPECTION S
THE MINIMUM SLOPE FOR O CHECKED BY
b 4" DIA SCH 40 PVC TEES COMPACTED BASE 3/4" TO 1 1/2" ,� 1 O O TITLE 5,
r PIPE IS 1/8" PER FT W/ 6 LAYER of As.So DOUBLE WASHED STONE CR OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
� CRUSHED STONE DEPTH TO ESTIMATED HIGH
22 v a �. " GROUNDWATER < 17 FL
1NSTALLAI1ON CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER o
2'-0 4'-to" 2'-0'
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON cv
��* LINES) EXITING D'BOX MUST REMAIN
°O ;::. .,
LEVEL FOR 2'-O" BEFORE PITCHING 8-10" REQUIRED INSPECTIONS. Q
COMPACTED BASE GAS BAFFLE DOWN TO LEACHING FACILITY END VIEW 33.5'
" USE 'TUF-TITE' `'
W/ 6 LAYER OF
c 21't CR00 USHED STONE OR APPROVED 8't 20't ESTIMATED HIGH GROUNDWATER NOTE: U
EQUIVALENT LONCEsr RUN EL.=8.9't (0 EOW) I THE INFORMA11ON HEREON HAS BEEN PREPARED ACCORDING TO to(SEE TEST HOLES BY OTHERS) DETAIL OF LEACHING CHAMBER THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL C2ol*l
� LIQUID DEPTH OUTLET TEE DEPTH CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
14INC FLAW LINE SCHEMATIC FLOW PROFILE No SCALE
a 4 FT BELOW INCHES LOCAL BOARD OF HEALTH REGULATIONS. w
5 FT 19 INCHES 1 OF I SHEETS
od
va 6 FT 24 INCHES �-
q ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 PROJECT NO.
7 FT 29 INCHES
C18887.00