HomeMy WebLinkAbout0011 REDWOOD LANE - Health TOWN OF.BA.RNSTABLE
LOCATIQN 9 '►-�,-nz-s)'cr, r' V E SEWAGE #
%M- -LAG YA k h I SASSESSOR'S MAP& LOT �,FOQVIF
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY J-VO Q
LEACHING FACILITY: (type) ILP=U i-,E I/ - (size) .�j o o Q
NO. OF BEDROOMS
BUILDER OcoO N��
PERMIT DATE: 3—/a _9.2 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist '
within 300'feet of leaching facility) Feet
Furnished by
a
p
�I�
Fee$ 5 0. 0 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0(ppfication for Miow6ar 6peum Construction Vermit
Application for a Permit to Construct( )Repair X )Upgrade( )Abandon( ) El Complete System ❑Individual Components -
Location Address or Lot No.2 4 M a r s t o n s Ave Owner's Name,Address and Tel.No.
Hyannisport ,Mass . West Richard Calmus
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—7 7 5—9 7 0 0
'J.P.Macomber & Son Inc . Ronald J. Cadillac
Box 66 Centerville ,Mass . 02632 P. O. Box 258 W.Y.Mass . 02673
Type of Building:
Dwelling X X No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 448 gallons per day. Calculated daily flow 4 x 110=4 4 0 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil Carver coarse sand
Nature of Repairs or Alterations(Answer when applicable) Installing 1—Water tight pump
chamber . Installing Leaching area . 2-500 gallon chambers with 4 ' of
stone al around aE_d__8_T between . 33 x12 10 X2 .With a five foot dig out
all aounr & underneath.
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 aX not to place the system in operation until a Certifi-
cate of Compliance has beejiss d by 0 thit 7 lof H lth.
Signe -_ Date 3/10/9 9
Application Approved b ` DESIGNING ENGIN Mt 1' cF
Application Disapprover for the following reasons INSTALLATION AND CERTIFY IN WRITING
"ff SYSTEM V03 IN-STALLED IN STRICT
ACCOR CE To rL"*.
Permit No. Date Issued
"" ," R L"'...:",,�+N� . U V / • fit £ ... tp t Fee
s 50. 00
THE CfOMMONWE'ALTH OF MASX
USETTS Entered in computer: �.•��
._
PUBLIC HEALTH DIVISION -TOWN OF BARrTABLE., MASSACHUSETTS Yes
Application for ]3igpogar.*pgtem Con5trudion Permit-
Application for a Permit to Construct( )Repair X)Upgrade( )Abandon(_:a ❑Complete System, ❑Individual Components `
Location Address or Lot No.2 4 Marstons Ave Owner's Name,Address and Tel.No.
Hyannisport ,Mass. West -� Richard Calmus
Assessor's Map/Parcel
Installer's Name,Address,and,Tel.No.5 0 8'-77 —3 3 g,_t: Designer's Name,Address and Tel.No. 5 O 8—7 7 5—9 7 0 0
J.P.Macomber & Son Inc. Ronald J. Cadillac
Box 66cCenterville,Mass. 02632�/y P.O.,Box 258 W.Y.M,ass. 02673 y
i Type of Building: `
Dwelling XX No.of Bedrooms 4 Lot Size s .ft. Garbage Grinder
. 9 g ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 448 gallons per day. Calculated daily flow 4 x 1 10=44 0 gallons.
Plan Date Number of sheets Revision Date ,
Title
Size of Septic Tank Type of S.A.S.
Description of Soil C a r v e r coarse sand
Nature of Repairs or Alterations(Answer when applicable) Installing 1—Water tight pump
chamber. Installing Leaching area . 2-2000gallon chambers with ' 4' of
stone—al around an between. 33-' xl2 ' 10"X2 ' .With a five foot dig out
all aounr & underneath.
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 96 not to place the system in operation until a Certifi-
cate of Compliance has been iss Ed by this o of H lth.
Signe Date 3/10/9 9 ^'
Application Approved b Date 3
Application Disapprove for the following reasons
}
Permit No. Date Issued ' .
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS °�
Certificate of Compliance
THIS IS TO CERTIFY,thdtQ On-site Sewage Disposal System Constr�icte f �yBepaireet1XXX)Upgraded
Abandoned( -)byJ.P.Macomber & Son Inc .
at 24 Marstons Ave Hyannis,Mass. has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
J P.Macomber & Son Inc. Ronald J Cadillac
Installer Designer �j n
The issuance of this permi h 1 not e o strued as a guarantee that the sys e 1 function as desiAned1 �
Date..... Inspector
If
-- -------------------------------
No. /99—/,Yx Fee$ 50. 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
lwizpomf *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair�X )Uppgrade( )Abandon( )
Systemlocatedat Z Marstons Ave liyannis ,Mass.
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 e it,
rt
Date: Approved by `_' r
001,
AsBuilt Page 1 of 1
/ 1 TOWN OF BARNSTABLE gr--c t''°
LOCATION, H¢ , -c,,__By,-" SEWAGE # �/ —/q3
VILLAGE ` , , Cf kh/SASSESSOR'S MAP& LOT 2 900—19F
INSTALLER'S NAME&PHONE NO. `If MA-Cy'&-t
SEPTIC TANK CAPACITY Ao a
LEACHING FACILITY: (type) ILL 1,,:C 11 (size)�j Q o x Q
NO.OF BEDROOMS
BUILDER Ol 5j Cf-AK vS
PERMITDATE: 3—/U 97 COMPLIANCE DATE: L' 74G._ 9
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply.Well Leaching Facility (If any wel1s 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
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http://issgl2/intranet/propdata/prebuilt.aspx?mappar=288198&seq=1 10/28/2013
IZ�NALD J. CADILLAC, PLS, RS
Professional Land Surveyor & Registered Sanitarian
P.O. Box 258, West Yarmouth, MA 02673
(508) 775-9700 (800) 520-5591
Date:
To: The Board of Health
I inspected the septic system installed at '24 MAr-_s-j-o-tjs &!G
H A-n n i S pcuz E
and found it to be: L-"' In substantial compliance with Title 5 (SC-e
C"
Not in compliance with Title 5
Comments: lnlrxlrulooS 6'c\ryi-E o_ 6) 0 UJ C&J
9j—t't:T> S (&3
AS-BUILT SKETCH
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212 �� OT
BENCH MARK--TOP PK NAIL IN x 20.3 "1 \ C "t
TEST HOLE 3 PAVEMENT=20.81 ASSIGNED 1. LOCUS IS A.M. 288, PARCELS 198 & 199.
°' L1 7 I 2. ELEVATIONS SHOWN ARE ASSIGNED.
N DEPTH (inches) ELEV.(feet) � ,j ��.._, � 20- I�
ca 0 15.1 20.8 6,-,-3D, 3. LCUS IS_0.70 4. ApL PIPES I TO BEOD4"zSOCH 40NE 8 0 AND RPITCHED AT tM DATED Y P992.
/ PER FOOT. (UNLESS NOTED)
o N/F �0 --� 2C.0 X 20-7 S�6 OD'� E -�X 5• MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER, Ream,°
Fill S 21.0 �� 0.8 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Redwood
V111LLAIMSON m
perched woker 21.3 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
L
^ / '�.63" - - - - 9.85 ry / 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW �a
a 65" x 1�! sceened 41 F�/ \ D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
A layer 10yr 2/1 7� ' Cp G S;,
sandy loom IMPERVIOUS VINYL BARRIER 2 vent q / 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. M°r NOT TO
72" �' OQV <' BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. tOn A SCALE
B layer 10yr 3/3 PLACE 90' LONG AND 4' DEEP 6.5 ::`> "� �� �0, ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
:•:
sandy foam 40 MIL VINYL BARRIER ALONG - 16 �3 2`:..i x_ 21,1 �' -0 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. LOCATION MAP
82 E OF 5' REMOVAL, N D 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
EDGE EXCEPT
C1 layer 10yr 3/3 `� : . /
sand loom w ..;..::;.:., CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
/ ON NORTH SIDE, AS SHOWN. x 1 '� 20.5
organics & silt 20. 2 � IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 3UND AND UNDER LEACHING
'� 21.1 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL.. MATERIAL FOR 5' AROUND
124" s.1 TOP BARRIER TO BE AT TOP x 14.8 x� ., '� 0 10CMR 15.255(3). TEST HOLE 1
C2 layer 2.5y 5/3 PE,4STONE ELEV.=19.25 MIN. TH 3 x 0� 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
coarse sand MIN. GRADE BARRIER=19.75 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
168" t.t GRADES BEYOND BARRIER ��...:::..".:... DEPTH (inches) ELEV.(feet)
� " 2�, _ _ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
MUST BE AT 3: 1 MIN SLOPE. . " RESERVE ��� 6 x o" 14.6
LEGENDAREA / x 6.3 TEST HOLE DATES: 5/28/98 & 6/4/98
i�' O : / PERFORMED BY: Ron Cadillac, Soil Evaluator
AD, ^.� '8 / J( 16.7 WITNESSED BY: Jerry Dunning, Health Inspector FillTH 1 TEST HOLE LOCATION, NUMBER ^� / �. PERC RATE: <2'-00"/inch (TH 3-C2 layer)
W WATER LINE MARKINGS x 14.9 / SOIL SURVEY(1993): Carver coarse sand
�--- / GEOLOGIC MAP 1986 : Harwich outwash lain deposits observed water
G GAS LINE MARKINGS (IF SHOWN] D�� ( ) P p 48" - er - - - 10:6
x 9.5 x 11.0 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) L 14 7 Ail/ 1�F / / USE MEYER WHR5, 1/2 H.P. PUMP
EXISTING CONTOUR �� )� i 5 i(, Invert 12.25f (CAPABLE OF 40 GPM @ 20' HEAD)
$ - PROPOSED CONTOUR Nk's, / Existing Invert 18.93
5.1 Cp / / �) S=1/8"/ft Proposed provide
UTILITY POLE (IF SHOWN) x "Or �'T / I (_ _ _ _ _ see detail 19.25 _ p
0 EXISTING SEPTIC COVER x 14.9 14 3 - // / I I Existing TOP PEA STONE screened
Fill
❑ EXISTING DRAINAGE CATCHBASIN /! / /h i 1000 Gal. I P
/ Septic Tank) Sanitary - --- - 24 120" 4.6
N/F LOT 6 7 A / x 14 / /� Invert 12,5 - _ --
WILLIAMSON 14.5 / /�-_- Existing Tee T TEST HOLE 2
14.6/Q Bottom 8.0
O 16.75
/ / Invert 19.10 Invert 18.75
15.0 )� 1L.3 0` ;� Use 6" Stone under Proposed Proposed I 5 LEVEL DEPTH (inches) ELEV.(feet)
15.2 x x 14.8 / ^ N� / / F 5'1 I i1281 9'i 0 - 21.1
x 14.3 0.9' USGS Adjustment
Using MASH29-May 98
NOTE: EXISTING APPROVED SEPTIC i / / �-• DESIGN DATA Zone B
SYSTEM CROSSES 5' _SNIDE D#ZAlNAGE ` 1 THx 11�'' 14,3 14.5 /� OBSERVED WATER=10.85
BEDROOMS: 4
EASEMENT SHOWN ON PLANS OF BENCH MARK--TOP WOODEN / /C7 Fill
RECORD. _ X. 14:7 STAKE = 14.43 .ASSIGNED / / GARBAGE GRINDER;, No LEACH AREA .,
~'• 14 7 REQUIRED CAPACITY: 440 GPD �
9 / USE 2 SHOREY DRY WELLS WITH 4' �JF
�Q �4. EXISTING SEPTIC TANK: 1000 'GAL.
x 4� S9Sgy x 1 L 4 14.5 / BOTTOM LEACHING AREA: 423 SF STONE ALL AROUND AND 8' BETWEEN 123 observed water 10.85
<' / / , DRY WELLS FOR A 33' X 12'-10" X 2'
x 14.5 �D f [33' X 12.83')]
/ LEACH AREA. 132" 10.1
N `�' / SIDE LEACHING AREA: 183 SF (Old Top/Sub)
I 14' 1`� 2 x 1s / �� [2(12.83'+ 33') X 2' DEEP)] A 5' ALL AROUND AND UNDER 43' X loamy sand
ROY LOT 5A / DESIGN CAPACITY: 448 GPD 23' REMOVAL DOWN 10' TO 12' TO
\ 156" 8.1
A 14_7 �� ~ � 1 ,4 [(423 SF + 183 SF) X .74 GPD/SF] COARSE SAND IS CALLED FOR.
x 15.0 x 14.7 / PUMP CHAMBER STORAGE CAPACITY: 450 GAL.Z)
1
14 7 �� 4 \ x 14 S f rj1 DOSES PER DAY: > 4 BUOYANCY CALCULATIONS-1000 GAL PUMP CHAMBER
^�� a1b` ~ 15' I / BUOYANCY CALCULATIONS EXISTING SEPTIC TANK WEIGHT OF EMPTY H--10 CHAMBER AND 19" OF COVER
14.7', O O / CHAMBER= 4.12 TON (PER SHOREY)
x 14.7 WEIGHT OF EMPTY TANK AND 16" OF COVER 19" COVER= 1.58' X 4.83' X 8.5' X 110 LB./CU. FT. X 1 TON/2000 LB
14.9 4 / CHAMBER= 4.12 TON (PER SHOREY) 19" COVER=3.57 TON
BENCH MARK--TOP WOODEN N/F 9l �� `� 16"-COVER= 1.33' X 4.83' X 8.5' X 110 LB./CU. FT. X 1 TON/2000 LBS. TOTAL= 4.12 TON + 3.57 TON = 7.6 TON
STAKE - 14.69 ASSIGNED 2�0'� / 16' COVER=3.00 TON WEIGHT OF WATER--HIGH GROUNDWATER DOWN
HENSON Ali 415.1 TOTAL= 4.12 TON + 3.00 TON = 7.1 TON (11.75 -7.7) X 4.83' X 8.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS.
J 15.2 WEIGHT OF WATER--HIGH GROUNDWATER DOWN WEIGHT WATER= 5.2 TON
x 14.9 ALARM & PUMP NOTES 15.4 (11.75 -8.0) X 4.83' X 8.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS. TANK AND 19" COVER ARE HEAVIER BY 2.4 TON.
WEIGHT WATER= 4.8 TON
0 1. ALARM TO BE WIRED BY ELECTRICIAN ON TANK AND 16" COVER ARE HEAVIER BY 2.3 TON.
x 15 0 \ SEPARATE CIRCIUT FROM PUMP.
= IMJ
2. ELECTRICAL WORK TO BE INSPECTED BY SITE PLANVISE
INSTALLATION ANDESIGNING �CERTIk=�( IN WRITING
1'4.6 1 4. WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE. THE SYSTEM WAS INSTALLED IN STRICT
FOR
xF x 4 ,c�,Q 4. PUMP TO BE CAPABLE OF PASSING THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AOCC3I�DANDET�PLAN,
1. 0 1 4.8` 1-1/4" SOLIDS AND INSTALLED IN STRICT
:;` Q
x 15 2 '�� a CONFORMANCE WITH MANUFACTURER'S AN ORIGINAL RED STAMP AND SIGNATURE. WILFRED V4 RICHARD CALMUS
�`:•;.•. ,hU SPECIFICATIONS. . - ^. +
� 14.9 14.0 `'`.:::.• 5. USE MEYER WHR5, 1/2 HP PUMP, OR
x 15 /< / EQUIVALENT.
1�1x �� �n �� = f� Aa ALD y LOTS 5A & 67A , 24 MARSTON AVE.
i � / 1 .1 H---10 1000 GAL. PUMP CHAMBER Q ",,�`t ,
Q
15.2 / 4 / MAKE FACTORY WATER TIGHT DRILL 3/$" WEEP/VENT HOLE Cy LAC .�' Cf4DIL; H YAN N I SPQR T, M A
ti S D y
- 9� �0 / o ,/ --- z» Cine JULY 17, 1998 SCALE: 1 "=20'
� - CHECK VALVE 0014.8 Q 1 Invert 12.20 ALARM 27"
15.0 / ON 23 P
9.45 RONALD J. CADILLAC, PLS, RS
O/V 15.0 OFF 18" - - -- - �o � ]
15.
15.4 Bottom 7.7 6" STONE UNDER PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
15.1 HEALTH AGENT APPROVAL DATE 508 775-9700
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