HomeMy WebLinkAbout0417 CRAIGVILLE BEACH ROAD - Health (2) �;G�
Town of Barnstable
11ARlV8TAB>�.
Board of Health
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 3, 2022
Mr. David Coughanowr
155 George Ryder Road
Chatham, MA 02633
RE ;. , 417-Craigville h R`Beacoatl,, Centerville �., ' . k4
Dear Mr. Coughanowr,
You are granted a variance on behalf of your client, Cirlene Fabiano, to construct an
onsite sewage disposal system at 417 Craigville Beach Road, Centerville.
The following variance is granted:
310 CMR 15.221(7):: To install the soil absorption system five (5) feet below
grade, in lieu of the three (3) feet maximum of soil cover allowed.
This variance is granted because the existing site conditions, specifically the existing
elevation of the sewer pipe, septic tank and distribution box, restrict the ability to elevate
the installation of the new soil absorption system any higher nor closer to the finish
grade.
Sincere) yours,
hn Norman
Chairman
Q:WP/Coughanowr 417 Craigville Beach Road Septic Variance Oct 2021.docx
f
'WA
DATE: �® l
$95.00 FEEL:
KM Town of Barnstable $Y: "S(h�
Board of Health
SCFIED.DATE: �b
200 Main Street,Hyannis MA 02601
Office: 50846ZA644
' John T.Norman
FAX: 508490-6304 � Donald A.Ouadepoli,M.D.
Paul J.Canniff,D.M.D.
F.P.(Thomas)Lee,Alternate
VARIANCE REQUEST FORM
Prop Arty Address: 417 cr a rail;l to Ae1 e 4 PA
Assessor's Map and Parcel Number: 24'6 4 t 7 3 Size of Lot: 3 S(o 5
Wetlands Within 300 Ft. h Business Name:
Subdivision Name:
APPLICANT'5NAME: DOV11) SOU&IIGtj OLJjZ t_RS Phone 509 61c o�?(?�
Did the owner of the property authorize you to represent him or her? Yes _ No
PROPERTY OWNER'S NAME R-0- & 7 T CT PERSON
81^5t-gble! i,4A
Name: Ci d ek e— Fgb1`q 10 ` 1-00 Name: �O1V�d �tiAml 10 W r-
Address ! h l 5G 6ev r,K R aCe V RolS�v
C r Ul��( {�G Address: p 2
Phone: S C4 6437 Phone: 50
EMAIL: 571ii4 C'.Ov ' ho YI
VARIA CE FROMREGULATION(Ind.Reg.Code a) REASON FOR VARIANCE(May attach separate shoot if morn space neededI
i
O Covell Mt JCS ! '6 c j �
NATURE OF WORK: House Addition House Renovation Repair of Failed Septic System
-Checklis (to be completed by ogee stqff-person receiving variance request application)
lease submitJirst four on/by 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 UA system or
secondary treatment unit(S.T.U.).
✓ C. Five(5)hard copies ofengineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
_.._ health town.barnstable.ma.us ;(Pool Plan—5 hard copies)
D.Five(5)copies of labeled dimensional floor plaits 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 KS.
j Signed letter stating that the property or business owner authorized you to represent himther 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).
V 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 an variances. Exemptions from Variance Fee: I)Septic repair with u 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.Guadag=14 M.D.
REASON FOR DISAPPROVAL Paul J.CannifY,D.M.D.
pt\Application Forme\VARIREO Rev Jan 1-2020.docx
U
P BED
ROOM BATH KITCHEN
P LIVING
BED BED ROOM
E ROOM ROOM
R
LB
O OPEN a
ROOM HTFAMIL Y
ROOM UTILITY
ROOM
E OPEN BED
ROOM ROOM
R
�rj® Teo FLLOOR
NOTE - LOWER LEVEL IS IN EST. -SERVING EXISTING DWELLING
DILAPIDATED CONDITION. CIRLENE
OWNER WISHES TO- RECONFIGIRE �0 FABIANO
LOWER LEVEL TO CONTAIN `�� 1995 OWNER(S) OF RECORD
ONLY ONE BEDROOM. �® RESQ® 417 CRAIGVILLE BEACH RD
155 Geo R der Rd So HYANNIS. MA
PROPERTY ADDRESS
CHATHAM,MA 02633
DATE SEPTEMBER 30, 2021
508 364-08 4 IOBa ETE-4561
September 22,2021
Re;Authorization Letter
417 Craigville.Beach Road
Barnstable Board of Health'
Barnstable,MA
I hereby authorize David Coughanowr,R.S:to represent meat a variance request hearing for the upgraded
a failing septic system at 417 Craigville Beach Road
Sincerely,
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ARE = 11356 sf+- O COLOR
z VE
.' PLAN BOOK 207 PAGE 29 PLAN
"` 2 ft � USE COLOR PLAN ONLY
M�k ASSR MAP 246 PCL 173 FOR INSTALLATION
�. AREA U T§L § Ir§C�
f T"'" x 12 in'„� FULL DETAIL IS BEST
LEGEND �q cLn
VIEWED IN
f0} SLEEVE vQja / WATER LINE —0� FULL COLOR
SEPTIC COMPONENTS �" a� G WATER �v' / GAS LINE
i �s LINE ^— o g ID PR P SED SOIL
EXISTING lF 0 2 O OVERHEAD WIRE OH
1000 GAL \` . O 8 SO UTILITY DRAIN
SEPTIC TANK YSTEM POLE
i
EXISTING ��\\ �® I EX§S Il�NG �EE DETAIL
46 I O
LEACH PIT/ I ON BACK DWELL§N(G. �O
CESSPOOL r I
� e
DISTRIBUTION BOX❑o 'rop OF FNDN
• e
TEST PIT ® _ •
/ 30
MINIMAL /
GRADINO
PROPOSED 29 0
OF,t7gSs9�
EXISTING SOIL ABSORPTION �H of n�gss9c
SYSTEM TO BE FILLED AND 27 A o DAVID yG p DAVID
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9 � D. �, � D• s�
ABANDONED IN PLACE. — — COUGHANOWR N COUGHANOWR N
40.80 ft 28 No. 1093 No. 461
PFG ST
Sq IT \ EVA
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�C✓iseei 0cfTHI
TIC SYSTEM
NOTES p� Q � VARIANCE REQUESTED DEPICTED ON IT PLAN IS . FOR DANY OTHER SOLELY OCHANGES LTO HEATION OPROPERTY F THE P INCLUDING
PLACEMENT OF ADDITIONS, SHEDS. FENCES OR SWIMMING POOLS. OWNER
4 SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
INSTALLER SHALL USE AN APPROVED SCALE: 1 in = 20 ft
SLEEVING PROCEDURE TO PROTECT o 20 40 310 CMR 15.221(7) — COMPONENT ` o �-\ SEWAGE DISPOSAL
POTABLE WATER SUPPLY LINE. DEPTH TO FINISH GRADE. 36 in L % - . SYSTEM PLAN
MAX REQUIRED — VARIANCE TO i / -TO SERVE EXISTING DWELLING
INSTALLER MAY MOVE VENT PIPE O 10 20 72 in OFCOVER REQUESTED. _ yN IW0
TO A DIFFERENT LOCATION. CIRLENE
PRINT ON 11 x 17 in
PAPER FOR PROPER SCALE FABIANO
TREE REMOVAL AT INSTALLERS DISCRETION. � t
}� ���� • • ' OWNER(S) OF RECORD
417 CRAIGVILLE BEACH RD
REVISED OCTOBER 19, 2021 155 Geo R yyder Rd 5 PROPERHYANNISTY DDRESSMA
Chatham, MA 02633
Davidcou@HotmaiLcom DATE: JULY 27, 2021
508 364-0894 PG. I/2 .IDa« ETE-4561, ;ecoE
SO TEST LOO IL DoW CC�ALCMUdA4�o
SOIL EVALUATOR: DAVID D. COUGHANOWR• ASE #461 DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD EXISTING UNIT - , DIMENSIONS & DETAIL 49 Y49 TEMCONSTRUCTION DETAIL
WITNESSED BY: DAVID STANTON, HEALTH DEPT. TANK TO BE PUMPED DRY AT TIME OF INSTALLATION
SEPTIC TANK: 440 GPD X 2 DAYS = 880 GALLONS USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL
TEST PIT NO GROUNDWATER ENCOUNTERED AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
PERC AT 72 in - 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOUND STRUCTURAL CONDITION. IF NOT, INSTALL - DRYWELL
ELEVATION DEPTH WITH A NEW 33.5 ft
INCHES HORIZON TEXTURE (MUNSELU MOTTLES NEW 1500 GALLON SEPTIC TANK. UNIT
27.53 1 in I500 GALLON TANK
0-12 FILL DISTRIBUTION BOX: INSTALL UNIT DEPICTED LL`
TAPER F "'-� � IF CRACKED, ROTTED .„ � � c,, �.
12-18 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE SOIL ABSORBTION SYSTEM: OR OTHERWISE
18-48 Bw LOAMY SAND 10 YR 5/6 NONE FRIABLE COMPROMISED. LO.
23.53 THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE ` Ln a v� c�i
48-148 C MEDIUM SAND 10 YR 5/4 NONE LOOSE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES
�
)5.20 PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. o ` _' a' C N g . •` '
r "., ® _ row
THE 33.5 ft x 12.5 ft x 2 ft LEACHING GALLERY T 9 M
TEST PIT 2 NO GROUNDWATER ENCOUNTERED I
o; -
� NOT STONE
- 2 MIN/INCH IN C SOILS DEPICTED BELOW CAN LEACH: .�
2 TO 4 ft 8.5 ft 8.5 ft 8.5 ft Oft
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER BOTTOM AREA = (33.5 x 12.5) =418.75 s ft. - u)
INCHES HORIZON TEXTURE (MUNSELU MOTTLES Q• � :"�" SCALE
28.30 SIDEWALL AREA = [2x(33.5+12.5)] x2 = 184 sq. ft. � ' "
0-10 FILL TOTAI_ AREA = 602.75 s ft. 0
10-16 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE q' i� 500 GALLON DRYWELL
16-45 Bw LOAMY SAND 10 YR 5/6 NONE FRIABLE, FLOW CAPACITY = 0.74 x 602.75 = 446.03 gal/day 8 ft- DIMENSIONS & DETAIL
24.55 6 /n � INSTALL ONE INSPECTION
45-138 C MEDIUM SAND 10 YR 5/4 NONE LOOSE INSTALL A 33.5 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED RISER TO WITHIN THREE
16.80 BELOW. FLOW CAPACITY = 446.03 gol/day WHICH EXCEEDS INCHES OF FINAL GRADE
THE 440 gal/day REQUIRED FOR A FOUR BEDROOM DESIGN. INLET OUTLET & INDICATE LOCATION
COVER COVER ON AS-BUILT
FROM l �3 IN DROP
WLINE �0 36
-INSTALLER TO OBTAIN DISPOSAL WORKS - 6.'� in
� PERMIT BEFORE STARTING WORK. y�/o USE SHOREY 10 in - 14 TO s .
UV DQS U RIB TIOUV BOX
DB-3 H2O BUILDING
-ALL COMPONENTS INSTALLED SHALL MEET M 1n D-BOX .p � I���
O MASSACHUSETTS TITLE 5 SEPTIC ,ANDTS OF NSIONS• PIPES EXITING D-BOX TO RUN LEVEL 48 in GAS '
�,, , FOR"„2.FEE
HE MINIMUM UI M N
CODE (310 CMR 15). DETAILa^" LIQUID
-INSTALLER TO VERIFY LOCATIONS OF ALL 102 jn
UNDERGROUND UTILITIES BEFORE LEVEL BAFFLE
UEXCAVATING FOR SYSTEM. `
-ECO-TECH RAPID RESPONSE RECOMMENDS 12 'n _ _ CROSS SECTION VIEW
THE INSTALLATION OF LOW FLOW C MIN ' b in STONE BASE lF NEW INSTALL AN APPROVED GEOTEXTILE
OR FIXTURES & APPLIANCES, AND PERIODIC FABRIC OVER STONE
PUMPING OF THE SEPTIC TANK. - Lr) FROM Ei 5 SEPARATION BETWEEN INLET & OUTLET
4
N TANK TO TEES NO LESS THAN LIQUID DEPTH
-SYSTEM IS NOT DESIGNED TO WITHSTAND
VEHICULAR LOADING. DO NOT PARK OR C * 1, n o ^ SAS _ y MY3 Y
DRIVE VEHICLES OVER SEPTIC SYSTEM. �� aw �0�04 ����� SECTION
���� 28 ) � 24 in IVEa 1-I/24in TO
In 1 1/2 )n GRAVELfi� DEPTH o
in RA VEL
b in STONE BASE -^r' ^
21 ;n 2� \ CROSS SECTION VIEW
46 in 58 in 46 in
150 in
ALL STONE TO BE DOUBLE WASHED AND
[� 0 G? G
FREE OF IRONS, DUST AND FINE IN LA
O
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO 4 in BE SCH. 40 PV�ml
VENT
AND TO PITCH AT 1/8 in/ft EL = 28.50 +- 6 in OF FINAL GRADEPIPE
28.20
Do p(D 6 USE
MAX RATED
EMSTNIG USE H-20 UNITS
23.20
EXISTING 1000 GALLON PRECAST o 00000 o�0a
a0000 00000 00000�000°0�0
WPM T�°,�� 23.00 00000a�000 DR6 inYWELL oQ00000°o
22:30 °o 0000a000 O aoao
EXISTING REFER TO DETAIL BOX ST o°oo
ONE SOL Q I �SL't �pT� N
22.47 BASE 22.20 "-
6 in STONE BASE IF NEW SYST E ] -REFER TO O
EXISTING 47 ft 5-12 ft DETAIL BOX 0
20.20 NO GROUNDWATER V BELOW
MOTTLING OBSERVED _ 15.20
SEWAGE DISPOSAL SYSTE 1417 CRAIGVILLE BEACH RD HYANNIS. MAIIJULY 27, 2021 ETE-4561 PG 2/2