HomeMy WebLinkAbout0022 GREAT BAY ROAD - Health (2) 7 46 -c- -M m I
o�IIrti Town of Barnstable
°*r Board of Health
r
a
BARNSTABIZ
MASS. 200 Main Street, Hyannis MA 02601
Office: 508-862-4644 John Norman,Chairrman
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
F.P.(Thomas)Lee,P.E.
Daniel Luczkow,M.D.Alt.
March 1, 2022
Mr. John O'Dea
Sullivan Engineering
711 Main Street
Osterville, MA 02655
RE: 22 Great Bay Road, O'stervi[le k x A :F%093-01 T
Dear Mr. O'Dea,
On January 4, 2022, you submitted multiple variance requests concerning a proposed onsite
sewage disposal system with a secondary treatment unit with advanced nitrogen reduction
technology at 22 Great Bay Road, Osterville. The Board of Health held a public meeting on
January 25, 2022 at 3:00 p.m. to hear and review these requests.
I. During the public meeting, the following variance was not granted from the State
Environmental Code, Title V:
310 CMR 15.211:: To install a soil absorption system three (3) feet above the
maximum adjusted groundwater table, in lieu of the five (5) feet minimum separation
distance required.
However the following multiple variances were granted from local and State regulations:
Section 360-1 of the Town of Barnstable Code:: To install a Nitroe advanced
nitrogen reduction system component 55 feet away from wetlands, in lieu of the 100
feet minimum separation distance required.
Section 360-1 of the Town of Barnstable Code:: To install a soil absorption
system 68 feet away from wetlands, in lieu of the 100 feet minimum separation
distance required.
Section 360-1 of the Town of Barnstable Code: To install a pump chamber 65
feet away from wetlands, in lieu of the 100 feet minimum separation distance required.
Section 360-1 of the Town of Barnstable Code: To install a distribution box 80
feet away from wetlands, in lieu of the 100 feet minimum separation distance required.
Q:\WPFILES\Odea Variances 22 Great Bay Road Osterville 2022.docx
310 CMR 15.211:: To install a soil absorption system four (4) feet above the
maximum adjusted groundwater table, in lieu of the five (5) feet minimum separation
distance required.
These variances were granted with the following condition:
• The engineering plan shall be revised to show a one (1) foot reduction
above the maximum adjusted groundwater table. The bottom elevation of
the soil absorption system shall be changed from 4.5 to 5.5 to achieve a
one (1) foot reduction to the groundwater.
These variances were granted because the physical constraints at the site severely restrict the
location of the septic system components due to wetlands in the area.
II. You are granted permission on behalf of your client, Thomas Hynes Trustee, to construct
and utilize a NitROE secondary treatment unit with advanced nitrogen reduction technology at
22 Great Bay Road, Osterville, Massachusetts.. The following requirements are provided
within the multi-page MA Department of Environmental Protection (DEP) Provisional Use
Approval Renewal letter dated May 12, 2020:
(1) Thirty (30) days prior to submitting an application for a DSCP, the Company or its
representative shall provide to the Approving Authority a certification, signed by
the owner of record for the property to be served by the unit, stating that the
property owner: a) has been provided a copy of the Provisional Use Approval
and all attachments and agrees to comply with all terms and conditions; b) has
been informed of all the owner's costs associated with the operation including
power consumption, maintenance, sampling, recordkeeping, reporting, and
equipment replacement; KleanTu NitROE 2K Provisional Approval, May 2020
Page 11 of 15 Technology: NitROEO 2KS & 2KM WVVfS c) understands the
requirement for a contract with a company approved operator and has been
provided a current list of all approved operators; d) agrees to fulfill his
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
and the Approval; and e) agrees to fulfill his responsibilities to provide written
notification of the Approval conditions to any new owner, as required by 310
CMR 15.287(5).
(2) Prior to the issuance of a Certificate of Compliance by the Approving Authority: a)
In accordance with 310 CMR 15.021(3), the System Installer and Designer must
certify in writing that the System has been constructed in compliance with 310
CMR 15.000, the approved design plans, and all local requirements, including
any local approving authority site-specific requirements'
(3) Prior to issuance of the Certificate of Compliance and after recording and/or
registering the Deed Notice required by 310 CMR15.287(10), the System Owner
shall submit the following to the Local Approving Authority: (i) a certified Registry
copy of the Notice bearing the book and page/or document number; and (ii) if the
property is unregistered land, a Registry copy of the System Owner's deed to the
Q:\WPFILES\Odea Variances 22 Great Bay Road Osterville 2022.docx
property, bearing a marginal reference on the System Owner's deed to the
property. The Notice to be recorded shall be in the form of the Notice provided by
the Department.
(4) Prior to :he use of the System, the System Owner shall enter into an O&M
Agreement with a qualified contractor and submit the Agreement to the
Approving Authority and the Company. The Agreement shall be at least for one
year.
(5) The wastewater effluent shall be sampled and analyzed/tested quarterly if this
facility is utilized year-round. Sampling shall include pH, BOD5, TSS and Total
Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection.
(Note: a)Year-round facilities shall be inspected and effluent sampled quarterly; b) Seasonal properties shall
be inspected and effluent sampled a minimum of twice per year,with at least one annual sample taken 30 to
60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample;
and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling
shall also include Field Testing of System wastewater when determined necessary by the operator, see DEP
Field Testing Protocol at http://www.mass.gov/eea/docs/deptwater/laws/i-thru-z/testsamp.pdf]
(6) A copy of the wastewater analyses, wastewater flow data, field testing results,
and System Operator O&M reports and inspection checklists shall be maintained
by the Company. It is recommended the System Owner also maintain copies of
these items.
All of the other conditions listed in the MA Department of Environmental Protection
(DEP) Provisional Use Approval Renewal letter dated May 12, 2020 shall be adhered
to.
Sincerely,
John Norman
Chairman
Q:\WPFILES\Odea Variances 22 Great Bay Road Osterville 2022.docx
-
1M� DATE:
� $95.00 FEE*:
Town of Barnstable >=�Ec,SY:
as9• �,
5 Board of Health SCHED.DATE:
200 Main Street, Hyannis MA 02601
Office: 508-8624644
John T.Norman
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
Paul J.Canniff,D.M.D.
F.P.(Thomas)Lac,Alternate
n VARIANCE R., ORM., .;.: �' � . :.
LOCATION '
Property Address: 21 OGk�.
Assessor's Map and Parcel Number: U Size of Lot:
Wetlands Within 300 Ft. Business Name:
Subdivision Name:
M
APPLICANT'S NAE: U_& tN Vl e c, Phone
Did the owner of the property authorize you to�sent him or her? Yes No
PROPERTY OWNER'S NAME CONTACT PERSONrt
Name: ��l�hI�'►�-('- Name: �UYIV1
5
Address: J(.� `'1� of Address: 1�k 1 V O tV1 �T (14t hll 1{ 5Vl l� 1�7
, I� U-
Phone: AS 1U{\ `� -11 D2L4 Phone: U I IZU"33`l y
EMAIL: 111'� hu1lU VICYI �UYY1
VARIANCE FROM REGULATION(Inel.Reg.Code a) REASON FOR VARIANCE(May attach a sheet if more space needed)
u c-m i5. ►2 -Chu )Ap (-xn wak r -rn u
Q CYwi�k 3Ce o—I SLkV�ncL
r4h YUmpan
NATURE OF WORK: House Addition U House Renovation LJ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit Jlrst four on list as S collated packets.
_ A. Five(5)copies of the completed variance request form
_ B. Five(5)copies of MA DEP approval letters for Innovative/Altemative septic system(when proposing an VA system or
secondary treatment unit(S.T.U.).
_ C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
health(a town.bamstable.ma.us '(Pool Plan-5 hard copies)
D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic
version.
A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S.
_ Signed letter stating that the property or business owner authorized you to represent him/her for this request
Applicant must notify abutters 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
Fee Submitted'$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New
owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1)Septic repair withou an
increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance").
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED John T.Norman
NOT APPROVED Donald A.Guadagnoli,M.D.
REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D.
Q:\Application Forms\VARIREQ Rev Jan 1-2020.docx
SU110 Engineering &
Wan Consulting Inc.
(508)428.3344• P.O.Box 659•711 Main Street,Osterville,MA 02655
seci@sullivanengin.com • www.suilivanengin.com
January 3, 2022
Board of Healdi
Town of Barnstable
200 Main Street
Hyannis, MA 02601
RE: Thomas N.Hynes, Trustee
22 Great Bay Road, Osterville
Dear Board,
Please find attached a variance request form, engineered plan, floor plans, 7-page
cliecklist, signed letter from die property owner and a copy of die abutter letter.
The project site consists of approximately .57 acres of land in Osterville on Little
Island. The property is developed wide a single-family dwelling dating back to 1953. The
existing septic system failed over dhis past summer and requires an upgrade.
The owners are desirous of incorporating a NAROE advanced
innovative/alternative system,which requires Board review.
In addition,variances are being sought from 310 CMR 15.212 (Depdi to
Groundwater - 5' Required/3' Provided), and Town of Barnstable Chapter 360-1
Setbacks to Water Bodies 000' Required - 55-80' Provided).
The property is very low lying,wide no portion suitable to provide 5' of
groundwater separation, and much of die property located widen a 100' setback to die
wetland edge. Providing additional separation to groundwater would put die S.A.S. above
die floor elevation of die dwelling, and would much more significantly impact die yard and
surrounding properties. Aldiough there is a small area in die soudh west corner of die
property outside of die 100' setback - it would not be possible to locate a raised system in
this area given the building and property line setbacks, and be able to maintain access to
die garage.
We believe that that Depth to Groundwater Variance may be granted in
accordance with 310 CMR 15.415 (No less than 2'), and that with the inclusion of die
NAROE advanced innovative/alternative die system will serve to protect die public healdl,
safety,welfare and die environment to die maximum extent feasible.
I trust dais ineets your present needs.
Very truly yours,
John O'Dea, P.E.
Sullivan Engineering&Consulting, Inc.
I
BED
CL BA
BA
BED BED
LIVING
DINING KI TCHEN GARAGE
DIRECTIONS:
fir• �'�� �
ZONE: m �
From Hyannis - Follow Main Street to the West
End Rotary; Take third exit -onto Scudder Ave. RF-1
Turn right onto Smith Street at the stop sign. Area (min.) 43,560SF y
Continue on to Croigville Beach Road and left Frontage (min) 20' 3 •
onto South Main Street. Continue over the Width (min) 125'
o bridge to Osterville, and left onto West Bay Setbacks:
o Road and left onto Bride Street then right t x
s
onto Great Bay Road ,#22 is on the right. Front 30u rg -
Side 15
- ss3 k\' Rear 15' k ..
00 f
oa, 44.37' y o
NIF OVERLAY DISTRICT: ..a� .
o� Brian T. Dacey Tr.
�- Aquifer Protection District
Caddy Camp Homeowners Trust AP - A o ' •' °
� Q
%� Saltwater Estuary Protection District •� �"
\ S6 °
5T 30
„E
3' FLOOD ZONE: t�
9p 0p� _ _M.
o Zone AE Elev. 12
rn1 Community Panel No. LOC1`iTION MAP.
rr m #250001 C0544 J Scale: 1" = 2000'f
July 16, 2014
M I I O
ASSESSORS REF.:
Map 093, Parcel 017
REFERENCES:
Lot D 1 - � �, �? Deed Bk. 26990 Pg. 6
/ 25,000±SF O 9.� Plan Bk. 96 P 37 F2
i (Per PB 96 PG 371) �� \\ I Pion Bk. 86 Pg. 115
/ - (Road Layout)
L 1 1
a
Wall ) \�V
PERC TEST.21 271
PCKNOXMEDd'Y.•JUHN U'DEA,PL- 5iJLLIVAN ENGIIVY'BItINti ! {
M I Hedge_ , &CONSULTING,INC. DESIGN DATA
SOIL EVALUATOR NO.2911
WITNESSED BY:DA,VID STANTON,R.S.-TOWN OF BARNSTABLE Single Family
awn �s� �. `��`co ocTOBER 6 2021 -3 Bedroom @ 110 GPD
SITE PASSEDNo Garbage Grinder
- Total Da11yF1ow=330 GPD
' 6
\ TEST HOLE 1 EL.5.3 TEST HOLE 2 EL.4.8 Use Existing 1000 Gal Septic Tank
\ wn ` `�� / FILL FILL
Patio
\\ La �\ 26 3.1 8" 4.1 LEACHING AREA
�r`Z \ \ O/A LAYER lOYR 5/2 O/A LAYER IOYR 5/2
0 GRAYISHBROWN GRAYISHBROWN 330 GPD/0.74(LIAR)=446 SF Required
` �+-o \I I 28 LOAMYSAND 2.9 22 LOAMYSAND 3.0
f ' B LAYER IOYR 314 B LAYER IOYR 314 Sidewall=2(12'+329 x 0.96'=84 SF
DARK YELLOWISH BROWN DARK YELLOWISHBROWN Bottom Area=(12'X 329=384 SF
�, 44 LOAMY SAND 1.6 30" LOAMY SAND 2.3 Total Provided=468 SF 342 GPD
N - C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 ( )
LIGHT YELLOWISHBROWN LIGHTYELLOWISHBROWN
I I MED.SAND MED.SAND
CIV
Sill 7.5' i I ` , " LEACHING CHAMBER DESIGN
PERC RATE<2 MI1V/IlV(LTAR 0.74)
\ / 33 SIEVE SAMPLE .7 All Pipes to be Schedule 40. Use
=
15O.d, , 3 Concrete Flow Diffusors in a 12'x 32'
W-1 39
#22 1 Sty. % l Lawn I j ; ^ 1•s Double Washed Stone Field as Shown.
o F w/f Dwelling91
,
100 to. &W ° VARIANCES
e� %� l _ 310 CAR 115.212-Depth to Groundwater
\. r - _ '
i ° SR Required
�,
i, /* Locate Junction Box 3'Provided
\/ N i� _ ° Outside of Tank
Sill 5.6' O X/S �° Town ofBamstable
SEP7jC/NG Pump Power & Float Control Chapter360-1 Setback Requirements
`
C 5 12,E i� T,9N/r Cables Installed In Accordance 100'Required
Paved Garage Q° \ PRO Q With Federal, State & Local 55'Provided to NitROE
9 , N/ S�'p i Bldg. & Dec. Codes
Drive ui , ` rROE Alarm To Be On Separate 68'Provided to SAS
Service From Pumps 65'Provided to Pump Chamber
Cl
v.
Slab 4.9' Lawn p i PROP 1 For r Float
S Pape 80'Provided to D-Box
\ OHE � � 1 .i PUMP Cy MgER .Fl Support
OHE------OHE _w 4 4- Q To D-Box I I BOUYANCY CALCULATIONS
1,000 Gal H-20 Pump Chamber
Dead Wight=17,250 LBS
w� Uplift=3.75'x9'x5.25'x62.4LBS/CF=11,056LBS
.
M , 4'0 Sch. 40 PVC 24"0 Opening Above
From Septic Tank For Manhole
Comportment Frame & Cover 2000GalNitROETank
Dead Weight-20,125 LBS
S57^5�.. M Uplift=3.08'x 12.83'x 6.83'x 62.4 LBS/CF=16,841 LBS
1-250p, E 8'�
&S77NC PUMP CHAMBER PLAN VIEW DETAIL
✓oonneNiF ABgNoO r0 sE SEPTIC NOTES
S y 7eS REM Veo oR NOT TO SCALE
1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours
Benchmark - TOP of Conduit Thru chamber For Prior to Any Excavation For This Project the Contractor Shall Make
Concrete Bnd. El. 6.16 Power & Float Cables 24"0 Manhole the Required Notification to Dig Safe(1-888-344-7233)and contact
(NA VD '88.) Finished Frame & Cover 9" Min_ Sullivan Engineering&Consulting Inc. (508-428-3344).
Grade cover 2. The Contractor is Required to Secure Appropriate Permits From Town
- Agencies For Construction Defined by This Plan.
3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to
4"0 Sch. 40 PVC Golv. Chair Drill 118"0 Hole Assure Watertightness. In General, Water Lines Shall be Constructed in
From Septic Tank For Drain
To D-Box Coordination With COMM Water,and Shall be in Accordance
TOTAL TANK LENGTH-ter Emergency Storage ( Min. 2' Cover With 248 CAM 1.00-7.00&310 CAM 15.00. !
OUTSIDE WALL TO OUTSIDE WALL GENERAL NOTES: Volume 336 Gal. 4.A Minimum of 9"of Cover is Required for All Components. i
TANK WALL AT TOP 1. ALL MEASUREMENTS FROM OUTSIDE EDGE OF Cb 5.All Structures Buried Three Feet Or More OI Subject
(3. ) 2. CONFIRM ALL HOLE LOCATIONS PRIOR TO " ;Alarm On El. 1.20 to Vehicular Traffic to be H-20 Loading.It is the Engineer's
INSTALLATION. o I .�
3. NNROE SEPTIC TANK TOP TO HAVE THREEW w ,, Pump Recommendation that H-20 Always be Used.
AND THREE4'HOLES WITH RISERS AND COVERS O
3 $ y y X FOR MAINTENANCE AND SAMPLING. Pump On El. 0.80 'T7 0 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade
w O O S f- 4. FOR THE 241 HOLES;PROVIDE 241 DIA.ADS PIPE 80 Gallon Cycle b 2"0 Sch. 40 PVC
„ o (CORRUGATED)WITH POLYLOK(OR a Threaded Pie Over Septic Tank Inlet and Outlet;D Box,and One Leaching Chamber.
N oI•- /"� I- T� �� EQUIVALENT)COVER(OR EQUIVALENT Pumps Off D. 0.50 p
e�LUMT c „ ` o EFFLUENT CONCRETE RISER AND COVER)TO S'BELOW Check Valve All covers are to be maximum 18"for concrete or 24"Cast Iron.
- -� GROUND SURFACE AND SECURED TO TANK TOP.
5. INSTALL r DIA.PIPE(3-BELOW GROUND I 7. Septic System to be Installed in Accordance With 310 CMt 15.00&
TO NNROE SURFACE)WITH FERNCO RUBBER CAP.INSTALL 75
WITH A W ROUND VALVE BOX AND COVER TO BE - 248 CAM 1.00- 7.00 Latest Revision and the Town ofBarnstable
TREATMENT SYSTEM FLUSH WITH THE GROUND SURFACE. -
o Board ofHealth Regulations.
Z Secure Pipe at Top & 8.All Piping to be Sch.40 PVC.
Bottom of Chamber
4110 H.P. M ers Pum Stable Compacted 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum
TOP VIEW �TANKWALL or Approved Equal*'' Base Sump of 6".
NOT TO SCALE AT TOP 10. The Separation Distance Between the Septic Tank Inlets and
" (3'TYP) *Prior to Ordering Pumps the Contractor Outlets Shall b than the Liquid Depth.Inlet Tees Shall Extend
SEE NOTES 3 AND 4 116" uets a e NO Less Z1q--.--SEE Must Confirm the Compatibility of the
SEE NOTE 4(TYP) _ _ _GROUND LEVEI. Existing Electrical Service a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14"
H -
PUMP CHAMBER SECTION DETAIL Below the Flow Line,and Shall be Equipped With a Gas Baffle.
TO NIIROE
xt .. xz WASTE-WATER
INFFLUENT W STATIC WATER - TREATMENT
�ENT SYSTEM NOT TO SCALE
• s 8~
" 8 U.
o N p8
Finish Grade
I Filter
Fab
ELEV.=0" ' t N Compacted Fill �8IOR1/2..
4"TANK BOTTOM(TYP10,MrCo
r TANK WALL AT 114" CRUSHED AGGREGATE OR APPROVED
BOTTOM(TYP) 12O" MATERIAL(DEPTH TBD S'MIN);ON 1 8 8 B 8 8 Pea Stone
LEVEL.COMPACTED AND STABLE BASE ® � B �
3/4" - 1 112"
SIDE VIEW KleanTUOLLC ^ N Double Washed
NOT TO SCALE 4 Stone
PLAN AND CROSS-SECTION MAT zM
12'
SEPTIC TANK nw.r er ^
(FOR ENGINEERING DESIGN) "► N�O&2KM SEPTIC TANK 0 ^
SEPnCTANK-AT>5M-H10 CROSS SECTION OF FLOW DIFFUSOR
NOT TO SCALE
I
Charcoal Filtered Vent
Final Location to be Determined
at time of installation or in
_ accordance with Landscape Plan
FF Main House 7.50'
F.G. EL. 5.5 See Note 6 .(fyp.)
F.G. EL. 14'f F.G. EL 7.75 _
rr=--,n rr=cv
F.G. EL. '6.75'
EL. 12.50
Installer To EL 5.83
i
Confirm Prior E .60 Exsting
PROPOSED
% H-20
1000 Gallon E '
To Any Work Septic Tank NTROE EL. 2.75 EL. 2,50 D-Box Too EL. 6.00 {
( )See Note 5 2000 Gallon 1000 Gallon a G2
Mono Tank Pump Chamber _ Bat. EL. 4.50
H-20 Splash EL. 5.46 H-20 !
Guard Flow Diffu or
Remove Replace
Effluent Tee EL. -2.25' All Unsuitab Soils Within 5' of
Zabel Filter or The Outer P rimeter of The System
approved Equivalent NitROE & Pump Chamber To Be Installed On Groundwater @ EL. 1.5
See Note 10 To Be Waterproofed/Sealed
. able ompac ed ase Bedding,"T"s' All Fill Shall Meet
w/ Two (2) Coats Inspection Port,
of.Approved Sealant & Baffels 310 CMR 15.255 (3)
DEVELOPED PROFILE OF SYSTEM as Per Title 5
oN C. tiG
L NOT TO SCALE
168
o,�F sF01STER`c�\��`��r
/dNAL Eta
4
TITLE: PREPARED BY. PREPARED FOR: NOTES:
Site Plan
1) The structures shown were located on the gr nd by
• conventional survey methods on or bewtween 12 12021. (�
Proposed Septic Upgrade ' Engbacering &
2) The property line information shown hereon was m
At ivaii • Thomas N. Hynes Tr. compiled from available record information. ,y
Consulting, Inc• Thomas N. & Joanne Hynes 3) The datum used is NAVD 1988, a fixed mean sea level
22 Great Bay Road 508 428-3344•P.O. Box 659 .711 Main Stree .Osterville, MA 02655 Trust Agreement datum obtained by RTK GPS performed by Sullivan
Engineering & Consulting Inc. �L
Bamstable (OSterville) Mass. seci@sullivanengin.com•www.sullivmengin.com O
4) Topographic information was collected using both ri
Draft: CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 conventional survey method and RTK GPS on 1211012021.
DATE: 2021 SCALE: 1 " _ 20' Review: CTR/JOD Comp./Review: ASL/CTR/JOD
December 23, Project: Hynes Project#: 4100039
� � I