HomeMy WebLinkAbout0035 TUCKERNUCK ROAD - Health 35 T'uckcrnuck Road
Centerville
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UPC 17634
No.2153�COR
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_CD RKTION BUILD06 SECTION - 6
SCALE. •V2=-0
6OF7
TOWN OF BARNSTABLE 8
LOCATION 3S c."e IN U Ck tZO A-%D SEWAGE# ;IoO -Loo
VILLAGE ASSESSOR'S MAP & LOT I O 6
INSTALLER'S NAME&PHONE NO.120brr3 ay) 6'012-77 S v27 7(�
SEPTIC TANK CAPACITY 1500
LEACHING FACILITY: (type) (sine) i 3 4314 K-2--
NO.OF BEDROOMS
BUILDER OR OWNER 00D ►II4',
PERMITDATE: q 10,q 110 0 3 COMPLIANCE DATE:
Separation Distance Between the: f
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
( ae ci 'A
1
� t
O _ 1
No. o v Fee 50 .00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYtcatton for Mt.5pozal *pgtem Construction Permit
Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
35 Tuckernuck Rd Centerville Tom Goodman
Assessor'sMap/Parcel Atlantic Coast Courier
190-146
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
W.E. Robinson Septic C.R. Short
P.O. Box 1089 Centerville P.O. Box 1044 S Dennis
Type of Building: 4 n
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) install a new Title 5 septic system
for 4 bedrooms to plans of C.R. Short 1 -990
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 Env' onmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this B o ealth.
Signed s Date
Application Approved by .—_11 Date
Application Disapproved for the following reasons
Permit No. Zoo?- 1-176 Date Issued a?
No. Fee 5,0.00
s
" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Application for XDigoga1 Opelem Construction 3permit ..
,A Application for a Permit to Construct( )Repair(x )Upgrade( )Abandon( ) ❑Complete System ❑hidividual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
35 Tuckernuck Rd Centerville Tom Goodman
Assessor'sMap/Parcel Atlantic Coast Courier
190-146 Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
W.E. Robinson Septic C.R. Short
P.O. Box 1089 Centerville P.O. Box 1044 S Dennis
Type of Building:
Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( nA
Other Type of Building No.of Persons Showerst°( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
iLj
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) install a new Title .5 septic system
for 4 bedrooms to plans of C.R. Short 1-990
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 Env'ronmental Code and not to place'the system in operation until a Certifi-
cate of Compliance has been issued by this B o e_alth.Signed a Date g'�'`q
- (3 3
Application Approved by ,. iC-S Date `.2 y 7
Application Disapproved for the following reasons
Permit No. 2 U U? - t�71) Date Issued °J 47 VIV 7
Tuckernuck THE COMMONWEALTH OF MASSACHUSETTS
Atlantic Coast Goodman BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired(x )Upgraded( )
Abandoned( )by W.E. Robinson Septic Service
at 35 Tuckernuck Rd Centerville has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.-2Ud-3-Y70 —dated 9
Installer Designer
The issuance of this e t shall not be construed as a guarantee that the systemonr a / ned.
Date 0 y2 3 Inspector
No. Tuckernuck Rd Fee 50.00
V0 Goodman THE COMMONWEALTH OF MASSACHUSETTS
Atlantic Co st
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Misspogar *pgtem Construction Permit
Permission is hereby granted to Construct( )Repair( x)Upgrade( )Abandon( )
System located at 35 TuekernuckRRd
Centerville
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this ermit.
Date: �/�N Approved by �N.
��
TOWN OF BARNSTABLE
LOCATION 3cs "ry c 'ry u ck 1z.OA CJ SEWAGE# 206 3°-4_)d
VII,LAGE ��+iJt ASSESSOR'S MAP &LOT �-I®®'
INSTALLER'S NAME&PHONE NO.ROVE)SOi 02-77 5--2 7 7(�,
SEPTIC TANK CAPACITY 5 ,
LEACHING FACILITY: (type) (size).13 is 3 4 63--
NO.OF BEDROOMS
BUILDER OR OWNER GroOD r11&W
PERMTTDATE: COMPLIANCE DATE: LID
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 Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility) .
Furnished by
W Z i
i
J
i
i
O
1401
BENCHMARK
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL TEST
j _ 100.00 ?0 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST 1j3LQ3
ELEV. - __ CLEAN SAND SOIL TEST DONE BY CRAIG R_ SHORT Q.E_
(ASSUMED) CONCRETE
WITNESSED BY _I�E_BQ%N%)N
COVERS LOAM AND SEED
4" SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 ELEv.=__99.0_
MIN. PITCH 1/8" PER FT. PERCOLATION RATE -< _Z_ MIN. INCH AT _ 38-�_ INCHES
2" LAYER OF /
1/8" TO 1/2" LEGEND: DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
MAX.27" 4" CAST IRON PIPE " 98.75 MAX. WASHED STONE EXISTING SPOT ELEVATION OOxO
(OR EQUAL) MINIMUM 98.5 MIN. EXISTING CONTOUR ----00----
x FINAL SPOT ELEVATION j
PITCH 1/4" PER FT. <t Z FINAL CONTOUR - 0-6" A LOAMY SAND 10YR3 2 NO ROOTS
I ZABEL FILTER SOIL TEST LOCATION
FLOW LINE M T UTILITY POLE -�
95.75 0.
TOWN WATER
PLUMBING TO BE RAISED ELEV. = 97•75_ 1IN ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ \ - 4 B LOAMY SAND 10YR4 6 NO ELEV. 97.0
CATCH BASIN ® ---+-
AND RE-PIPED BY A ' MIN. o o ° � 11
LICENSED PLUMBER ASI ELEV. _ _9fi 75_ LEVOE'L o o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ GAS LINE - C j
NEEDED ELEV = 97.00 GAS 6" SUMPL4 ° ° o CLEAN OUT
ELEV = _ 96.0_- ELEV. _ _ 95.8_ MEDIUM SAND
BAFFLE ° ° ❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ ❑ Cl ❑ o 2' o CESSPOOL C.P. O 24" C AND GRAVEL 10YR7/4 NO
DISTRIBUTION ELEV. _ •° ° ° ❑ 130131313 ❑ 0 ❑ ❑ ❑ ° ° °
LIQUID OUTLET o o° o ° o o El_EV. _ _93.0_
DEPTH TEE (TO BE PLACED ON FIRM BASE) BOX �`�QQ
4 FEET 14 INCHES TO BE WATER TESTED -144'
5 FEET 19 INCHES IF MORE THAN ONE OUTLET J-500 GALLON DRYW£LLS WITH STONE
6 FEET 24 INCHES 1500 GALLON
j 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) IN AN 13' X JJ.5' X 2'TRENCH FORMATION Z WELL N/A NO WATER ENCOUNTERED AT _12__ ELEV. _ __BZI_
8 FEET 34 INCHES SEPTIC TANK 2 6' ZONE NZA
3/4" TO 1 1/2" CLEAN SOIL ABSORPTION `n INDEX
j DOUBLE WASHED STONE ADJUST _ DESIGN CALCULATIONS
FREE OF FINES & SILT SYSTEM SAS
----- � NUMBER OF BEDROOMS 4
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV IL. GARBAGE DISPOSAL UNIT NO, NOT_AOWED
OBSERVED WATER TABLE ( / / ) ELEv, = TOTAL ESTIMATED FLOW
NO' '0 SCAI _f1
_F BOTTOM OF TEST HOLE ELE`,. = _ 2E ( 110 GAL/BR./DAY X 4 BR.) -+-+Q- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY MQ_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500_ GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE �'�_ MIN./IN.
EFFLUENT LOADING RATE GAL./DAY/S.F.
LEACHING AREA. 6211 SQ. FT.
(13'x33.5')+(93'x2')
LEACHING CAPACITY (AREA X RATE) __4Afi_ GAL./DAY
621.5 X 0.74 i
RESERVE LEACHING CAPACITY _RLS_ GAL./DAY
NOTES:
' 97.9 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE j
DISPOSAL OF SEWAGE.
Pp 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
" 7 R 9 WITHIN 6" OF FINISHED GRADE.9 98.3` ` 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
11 r USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
98.8 \� B/T DRIVE 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
' 6A ♦ \c DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
��6 \ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
99 4 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
♦ \ IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
Ncr' 99.1 99.3 99.8 �t9.8 PRIOR TO COMMENCING WORK ON SITE.
` 97.F co \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
gg SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION f
C, IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
98.5 9 IMMEDIATELY.
99. 99.4 \ 3� 8. PARCEL IS IN FLOOD ZONE C
2 9. LOT IS SHOWN ON ASSESSORS MAP 190 _ AS PARCEL
EX/S77NG 08 9 _ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
DWELLING 99.1 -- FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM,
•4 AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3)
5 A' �� �\ -.. (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
20 99 9.2 PATlOk 99.2 J *��rUF � > 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
A
\ DECK \k 99.2 r \ f W i
� Gi�VI! N ,... � .
o �,gg� � Nn �;43 ��/ APPROVED: BOARD OF HEALTH j
98.6
ols
"
7RPEE 98' STOP OF TANK �I Z o3 J#2501 DATE AGENT
r?N. P77C ELEVA 77ON 97.96
TANK OLD STAGE .ROAD987'7- 99. PROPOSED SEPTIC DESIGN
k
j Y 98. 9 g3 \98.2 /`98•4 LWM. E. ROBINSON SR./TOM GOODMAN
A S.` 98 8.4 98. i AREA z
GARDEN 98.3 15,270 S f Y
98 SHED k 98.1 - 35 TUCKERNUCK_._._ROAD
98.2 � � 98.27
CENTERVILLE MA
8 96 } 98.2 ? v BARNSTABLE�.0 GARDEN - - - - --
m CRAIG E SHORT, P.E.
�97.9 r 235 GREAT WESTERN ROAD
508- P. 0. BOX 1044
� STONEY CLIFF RD ( 398-8311 SOUTH DENNIS, MASS, 02660
N
113�
(°A1'SEPT. 12, 2003 SCALE = 20'
TUCKERNUCK RD
Locm REV. JOB NO. 1 _990
98.2
LOCATION MAP I REV SHEET 1 OF 1�
01-0990 Robinson SP-01.dwg 02003 CRAIG R. SHORT, P.E.