HomeMy WebLinkAbout0067 RASPBERRY LANE - Health 67 RASBERRY LANE, MARSTONS MILLS
A=102-084 _
cc /Q/�)/��OWN OF BARNSTABLE C'-
LOCATION '�936bt�-Agu �-Amo SEWAGE # -560 1 17
VILLAGE j'Y AIIS "C 05- 01•1I 5 ASSESSOR'S MAP & LOT l �' T(
INSTALLER'S NAME&PHONE NO. 4A I4-® e-L .T-27, 2'5
SEPTIC TANK CAPACITY f 5-66 '
LEACHING FACILITY: (type) 330 CIO 1-k C S (size) f a X
NO.OF BEDROOMS -3
BUILDER OR OWNER I A!aw b i,M6s
PERMIT DATE: W TC COMPLIANCE DATE: ��
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (I.f 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
E
No. " Fee `
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �..
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppfication for Migpoml 6peum Corigtructiou Vermit
Application for a Permit to Construct(✓u)Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. 467 Owner's Name,Address and Tel.No. (u �v1t17 y
Assessor'sMap/Pazcel �U Z a �3 � /1I-Al emvi�. /�f)
Installer's Name,Address,and Tel.No. —! G Z 7 Z Designer's Name,Address and Tel.No.
lbNw G IW PTO y"6r_ Suety eW%I k1}5
Po. 6Dx 33 9 6 -rN'bvs-Pz q waf-t7 `fz 9 -ooS-S—
Type of Building:
Dwelling No.of Bedrooms .3 Lot Size l0 S:f sq.ft. Garbage Grinder(14
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 0 gallons per day. Calculated daily flow 330 gallons.
Plan Date q 1 Number of sheets Z Revision Date
Title lskl 509?�'e— Pk(A
Size of Septic Tank Type of S.A.S.
Description of Soil sE?b �G191�/
Nature of Repairs or Alterations(Answer when applicable)
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 Certifi-
cate of Compliance has been issued by this B f Health.
Signed Date
Application Approved b i"
PP PP Y Date
Application Disapproved for the following reasons
Permit No.__ — � Date Issued �"'
TOWN OF BARNSTABLE
LOCATION Kr�S oRt r 641` o SEWAGE# 60 y� /
VII LAGER/ Aili )�6 5• �'Yi ��5 ASSESSOR'S MAP&LOTS 6—CL2
.'INSTALLER'S NAME&PHONE NO. 4A 4.
� dd
CAP
ACITY
<:SEPTI C TANK C TTY
LEACHING FACILITY: (type) 7 - 3 30 CAJ -CS (size)
N0.OF BEDROOMS 3 j
.-.':::.BUILDER OR OWNER 1-1Gw ►J y 10 a
PERMIT DATE: ► ' COMPLIANCE DATE: •�T �$
`Separation Distance Between the:
E Feet
i Maximum Adjusted Groundwater Table and Bottom of Leaching Facility
`... 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
i
i
-
1
Ar
i
No. Fee oOlikf, .
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for Digo5al *pgtem Construction permit
u
Application for a Permit to Construct( ✓)Repair(; )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. #G 7 /2q,p tjep p yt)n/E7 Owner's Name,Address and Tel.No. /1k/i97//1/OS d Olt 72 n
Ali, P I?F19L Tyius�
Assessor's Map/Parcel 16, Z 6. 3 W jA1k17/1 r6gV % Yni)
Installer's Name,Address,and Tel.No. l/ Designer's Name,Address and Tel No.
- 1b��n1 G s�c ,ZJ gZG- �Z7z yy�q��e �r�ev� r'�v� sul�n�-�
go. 60x ??9 {2al 7 do Type of of Building:
Dwelling No.of Bedrooms Lot Size Ana 5 7S sq. ft. Garbage Grinder(Nq
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow >U gallons per day. Calculated daily flow 73 U gallons.
Plan Date h/Z-1 q Number of sheets Z- Revision Date
Title �t' ('I 4-6N1� 1-(— 0 A
Size of Septic Tank Type of S.A.S.
Description of Soil St"L= /91 fi)\/
Nature of Repairs or Alterations(Answer when applicable)
F
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 Certifi-
cate of Compliance has been issued by this rB
f Heal�/`t/h�
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit
No.
Date Issued
.-
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance ✓
THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed( )Repaire ( )Upgraded( )
Abandoned( )by , /
at G 7 n h s 1 e(v (ti ' has been constructed in accordance
with the provisions of Title 5 and hie for Disposal System Construction Permit No "' #7 dated
Installer �U ft l C 1`j"R f T U Designer 14}'1 C ; Y 1 l Gill
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
—— ——————————————————————————————
No. Fee �W
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Mizpo.gar *pgtem Con$truction Permit
Permission is hereby granted to Construct(✓)Re air( )Upgrade( )Abandon( )
it System located at d��S `j&/
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�permit.
Date: 3 ct / Approved by V • G�---
MARSTONS MILLS
0
RACE
LANE
(J. PLA YGRO UND BENCHMARK: y ��
TOP OF CATCH BASIN MISTIC LOCUS
l:! ELEV==100. O'(ASSUMEDD) LAKE
C° HUBAEL �o
A.M. 102/72
A.M. 102/85 - 96 , POND -
97__-- — — — �J' CA
— 98 _ --_ _ sYo Tv:
99 i _ _ POND MIDDLE
i S87 00'00'�'_ — — _100. 00' \ POND
10 — \
l - - - - -- -101 102SINS
- - 103 - - A.M. 102/84 �
— - 104 _AREA=10,575 S.F.— \
N - - \
105ti aF LOCUS MAP
��
1.06
MERIT,HEW -
/r-----� -------- - SPIKE ` s 96' �jM1 PLAN REF138/25
107 -------- __ i SrO�e. RES. ZONE. 'RF"
PROPOSED
DRIVE SURV
-_---�- I I I� PERC TEST. P, 9065
A.M. 102/73 IF, 44 0_ - --- _
X j TP 2 I � --` _
W I , w w
o / I III
PROPOSED o SITE �° SEPTIC
L---- I PLAN OF LAND AT
�-- 20. 4' H SE /
o T , to I o ASSESSORS' MAP 102 LOT 84
cn o I I o �I .IMARSTONS MILLS, MA.
o \
O \ I J PREPARED FOR.-
24. o' 32 0' LAGADINOS CONSTRUCTION
I
o \
11.6'
Qs
j -0-- 1gs or YA NKEE SUR VE Y CONSUL TA N TS
8700'00"E I 100. 00' - '' ' �` ' `
s' P. O. BOX 265
A.M. 102/74 ..?�
G. ; .o UNI T 1, 40 INDUSTRY ROAD
MURPHY ;;� r
(,w No.749 MARS TONS MILLS, MA. 02648
A.M. 102/83 `�' °��,��. ,�n y� PH.(508)428-0055 - FA X(508)420-5553
SCALE 1 "=20' IDA TE: 11129197
REV. RE v-
HO USE j FJOB NO. 514 6 4 HEE T 1 OF 2
_110.5
TOP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. V.C.
MIN. PITCH 1/8 PER FT. CONCRETE COVER ?'LAYER OF
EL = 110
WASHED STONE
i i i i s' MAx i � EL. =111. 0'
EL. =110. 0'
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4 ' PER FT. CLEAN SAND 9"
FLO W LINE MIN.
INVERT 1 10" EL=107.25'
��/,v MIN. 14
— 108 5' urn `�0'' o 0
EL.— GAS INVERT LEVEL o
BAFFLE — 108
I6" SIIM ° ° o °
INVERT INVERT INVERT o ° a ® °
— 108 25' EL.= 107 75' EL.= 10_7.5' °°°
EL.— _ - — o ° o ° EL=104. 75
(TO BE PLACED ON FIRM BASE) DISTI?IB UTION 4 0 - SPLASH PAD 4
MECHANICALLY COMPACTED OR 6" OF STONE BOX 3 CULTEC H-20 REGARGER 330
1500 --GALLONS TO BE WATER TESTED 12' X 29' TRENCH FORMATION
PLACE ON 6" STONE 3/4 SOIL ABSORPTION
SEPTIC TANK IF MORE THAN ONE OUTLET nt
" TO 1-1/2"
PROFILE OF WASHED STONE S YSTEM (SA S)
1
SEWAGE STAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = 98:5'
NOT TO SCALE NO OBSERVED WATER TABLE (11126197) ELEV. =_98.5'_
OBSERVATION HOLE I EL 110.5
. PERCOLATION RATE �5 _ MIN./ INCH AT —36'_ INCHES OBSERVATION HOLE 2 EL 108=5
DEPTH HORIZ TEXTURE COLOR MO TT OTHER DEPTH HORIZ TEXTURE COLOR MO TT. OTHER
0-8" A SANDY LOAM 10YR4-3
8"-30" B SILTY LOAMY 10YR6-8 O-8" A SANDY LOAM 10YR4-3
SAND 8"-30" B SILTY LOAMY I0YR6-8
SAND
GENERAL NO TES 30"—72" Cl MEDIUM SAND 10 YR7—6 PERC 30"—72" Cl MEDIUM SAND 10 YR7—6
72"-120 ' C2 WHITE I 10 YR7-2 WHITE
MEDIUM .SAND 72"-120 C2 MEDIUM SAND IOYR7-2
I) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO WN OF _BARNSTABLE_ RULES AND NO WATER ENCOUNTERED NO WATER ENCOUNTERED
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 11126197 SOIL TEST DONE BY BRUCE G. MURPHY, R.S.
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: GERRY DUNNING
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
5 FT. OF DRIVES OR PARKING AREAS. H—20 LOADING SHALL BE DESIGN CAL C ULA TIO.I SUS'
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
14) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . 3
BE MORTERED IN PLACE. TOP LOAD 3 CULTEC H—,0 RECHARER 330 GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4' STONE SIDES AAD ENDS TOTAL ESTIMATED FLOW
`� DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 12' X 29' � ( 110_—GAL./BR./DAY x 3--- BR.) 330 GAL/DA Y
OBTAIN SUCH DETERMINA TTCN FROM APPROPRIA TF A UTHOR.IT Y REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE < 5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . 74 GALIDAY/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. , LEACHING CAPACITY (AREA X RATE) -378 GAL/DAY
8) PARCEL IS IN FLOOD ZONE __"C RESERVE LEACHING CAPACITY . . . 378 GAL/DA Y
9) LOT IS SHOWN ON ASSESSORS MAP _102_ AS PARCEL _84 (29X12X. 74)f(29f29f12f12 X. 74 X 2)
JOB NUMBER__ 51464
MARSTONS MILLS
0
v RACE
LANE
PLA YGRO UND BENCHMARK y �
TOP OF CA TCH BASIN MISTIC tii LOCUS
E'LE V=100. 0'(ASSUMED) LAKE
HURAEL
A.M. 102/72 96 / J11CA
POND
A.M. 102/85
9 7 �- —
98
tiY0 MIDDLE
— .S87 00'00"— — — 99 — I AM9LI ���cn�_ _ —
10 101 — —_�0. 00, \ TCH POND POND
- - - - - - -102 � \ ;\ SINS
- - 103 -- = 0284
5SA.M 1 /
AREA 10,57 F
104 �
105 - - - - - - - \ \ LOCUS MAP
�-- 106 Of
/F----- - - - \ \�i SPIKE '
�1 � i �' 10 r---------- -----—, __ � ,'y � �� � -"``�y PLAN REF. 138/25
r- 7 _ - ; ' FAUL P RES. ZONE. RF
PROPOSED O� i MERtTFiM e
DRIVE Nor.32M
A.M. 102/73 =0 L-----
44 ' \-- —
-- _
L TP z — ` - ------ �� i - �� S�p�PpQ, PERC TEST.- P119065
W ; qua suRV
PROPOSED SITE & SEPTIC
o �I � ,�
0 20. 4' H SE PLAN OF LAND AT
O / T 1 10' \ I / O I
ASSESSORS MAP 102 LOT 84
° \ o �; MARSTONS MILLS, MA.
° PREPARED FOR.
\ 24:o' 32 0 LA GADINOS CONSTRUCTION
o
11.6'
87 00'00"� I _ '
YA NKEE SUR VE Y CONSUL TA N TS
100. 00' i �' � P. O. BOX 265
i A.M. 102/74i .jt UNIT I, 40 INDUSTR ROAD
/ I , gt� Off' INDUSTRY ROAD
>
MARSTONS MILLS MA. 02648
A.M. 102183 �� -
/ a eauca ,Y� PH.(508)428 0055 - FAX(508)420-5553
G.
MURPHY
No 749 SCA L E. 1 "=20' DA TE. 11/29/9 7
REV. REV.-
HO USE
JOB NO. 51464 SHEET 1 OF 2
110_5
TOP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C.
MIN. PITCH 1/8 PER FT. CONCRETE CO VER 2"LAYER OF
EL = 110
1/8"-1/2"
MAX. EL.=111.0' WASHED STONE
EL. =110. 0
4"' CAST IRON PIPE(OR EUAL
PITCH 1/4 ' PERTT.M F
CLEAN SAND 9"
FLO W LINE MIN.
INVERT 110" EL=107.25'
MIN. 14"
— 108 5' _ 2 0'
INVERT °°
GAS �6" Sr,M LEVEL o 0 0 0o°o °
INVERT BAFFLE EL =108' INVERT INVERT oo °oo ®o°°°
EL. = 108.25' EL.= 107. 75' EL.= 10_7 5' °
° o EL=104. 75
xx (TO BE PLACED ON FIRM BASE) DISTI SIB UTION 4' �—SPLASH PAD .4
MECHANICALLY COMPACTED OR 6" OF STONE BOX 3 CULTEC H-20 REGARGER 330
__1500 --GALLONS TO BE WATER TESTED 12' X 29' TRENCH FORMATION
SEPTIC TANK IF MORE THAN ONE OUTLET
PLACE ON 6" STONE 3/4" TO 1-1/2"" ,SOIL ABSORPTION
PROFILE OF
WASHED STONE S ySTEM (SAS) �
SEWAGE DISPOSAL SYSTEM
BOTTOM OF TEST HOLE OR USES PROBABLE WATER TABLE ELEV. =98.5_'_
: NOT TO SCALE NO OBSERVED WATER TABLE 11 26 97 ELEV. =_98_5'_
OBSER VA TION HOLE I EL _110.5
PERCOLATION RATE MIN/ INCH AT, _36'L INCHES OBSER VA TION HOLE. 2 EL 108_5
DEPTH HORIZ TEXTURE COLOR MO TT OTHER DEPTH HORIZ TEXTURE COLOR MO TT OTHER
0-8" A SANDY LOAM IOYR4-3
8"-30" B SILTY LOAMY IOYR6-8 0-8" A SANDY LOAM I0YR4-3
8"-30" B SILTY LOAMY IOYR6-8
SAND
SAND
GENERAL NO TES 30"—72" Cl MEDIUM SAND 10 YR7—6 PERC 30"—72" C1 MEDIUM SAND 10 YR7—6
72"-120 ' C2 WHITE I0YR7-2 72"-120 C2 WHITE
MEDIUM SAND MEDIUM SAND I0YR7-2
I) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO ON OF _BARNSTABLE__ RULES AND NO WATER ENCOUNTERED NO WATER ENCOUNTERED
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 11126197 SOIL TEST DONE BY BRUCE G. MURPHY, R.S.
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: GERRY DUNNING
5 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN C.A.L C ULA TIONS.
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . 3
BE MORTERED IN PLACE. TOP LOAD 3 CULTEC H-20 RECHARER 330 GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4' STONE SIDES AND ENDS TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 12' X 29' ( 110__GAL./BR./DAY x 3--- BR.) 330 GAL/DA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
IS TO CALL 'DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . . . . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GAL/DA Y/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 378 GAL/DA Y
8) PARCEL IS IN FLOOD ZONE __"C RESERVE LEACHING CAPACITY . . . 378 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _102_ AS PARCEL _84 __—. (29X12X. 74)+(29+29+12f12 X. 74 X 2)
FT 2 OF 2
JOB NUMBER _ 51464