HomeMy WebLinkAbout0138 RACE LANE - Health 138 RACE LANE, ', �� 1 �-
MARSTONS MILLS
A = 150-02-0
TOWN OF BARNSTABLE
LOCATION / OF l?46 e L-h • SEWAGE It
VILLAGE /W � ,t O�1•/ ASSESSOR'S MAP&LOT /�v-�� v
INSTALLER'S NAME&PHONE NO. 12 4 h /^J43 ME 92 '
SEPTIC TANK CAPACITY 0
LEACHING FACILITY: (type) ^�'• �✓"y 7 olY (size)
NO.OF BEDROOMS
BUILDER OR OWNER 2 c�
PERMITDATE: I -LI L COMPLIANCE DATE: 13,
Separation Distance Between the: �-
Maximum Adjusted Groundwater Table and 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
L
+3
` I a 3
I
„ 4
o
0
FEE lbo_
THE COMMONWEALTH OF MASSACHUSETTS
h'
�kppfirafivn fori$ o$ttls#fem (ions#rur#ionIlermit
Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. %[e/ Owner%Name.Address and Tel.No.
� J��RS-70.oS. HdIs H,4 3�A l RT �0
,� m,v y,11s , , s
Installer's Name;Address,and Tel.No. Designer's Name;Address and Tel. No. TY(f—
P4 h� h`o IMC3. k H;4-f/* liJ C.
SbZ4,�, w,7L 5/ /�/6!4S 4 /i/iI�l ;?00 M/fIv 677
�+ �fGNO uT i9 0 o1S�i0
Type of Building:
Dwelling No. of Bedrooms _ Garbage Grinder(01
Other Type of Building No. per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 33 L� gallons per day. Calculated daily flow 3 3 d gallons.
Plan Date ��y g 6 Number of sheets oZ Revision Date
Title NOL 7`J,,,tAJ ol 75rdpoS,—bS S o o-1 STL-
Description of Soil 0 — y = O 4 16 ,,= = if�t,tl� /G.�M
Nature of Repairs or Alterations(Answer.when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescrilied on-site sewage disposal
system in accordance with the provisions of Title S of the Environmental Code and not to place the system in operation until a
Certificate of Compliancejhaseissu by this card f H alth.
Signed L/' Date — g�
Application Approved by Date
Application Disapproved for the following reasons
Permit No. °Y 3. Date !:sued
No. q6 -�2g
FEE
THE COMMONWEALTH OF MASSACHUSETTS
MASSACHUSETTS
j1pplirtttion for Disposal o11a stem (lonstrurtiort ermit
Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. frwrel Owner's Name.Address and Tel.No.
l 38 c��•+ut TOS&P11 3RaaFt/
1��fi4S��JS l�illS �-!.4 39'A qr ad'
4-.1ris
Installer's Name.Address,and Tel.No. Designer's Name;Address and Tel. No.
�6-Q4(/014w,7L 5 /Y/LlvSl�4� ��l /Z00 ST
ti �LNouT �4 oa�rit'
Type of Building:
Dwelling No. of Bedrooms Garbage Grinder(04
Other Type of Building No. per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 33 C/ gallons per day. Calculated daily flow gallons.
Plan Date Q 6 Number of sheets a Revision Date
Title 0 ,,tN o /6 dS S ,6-- S a 1191- Is S
Description of Soil Q — N = O 4 /(��� _ --,ILAA /
Nature of Repairs or Alterations(Answer.when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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
Certificate of Compliance has a issu by thi/s�°ard f H alth.
Signed L/' Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
THI WEALTH OF MASSACHUSETTS
J ,MASSACHUSETTS
(1lertiftrate.of eamplianre
THIS IS TO CERTI . th t the On-si a gwage Disposal System installed )or repair ced( )on
3� b. for at has been constructed in
accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
. Use of this system is conditioned on compliance with the provisions set forth below:
The Issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This
Certificate expires on
DATE Inspector
THE COMMONWEALTH OF MASSACHUSETTS
No. �-� , MASSACHUSETTS FEE
�isosttlgstem (Qonstrurtion 19eumit
Permission is hereby granted to
to construct( )or epair( )an Op-site Sewa System located at
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.
All construction must be completed within three yeah of the date below.
DATE Ap,,iovcd by
C aWA IV;',0— VQ%A U . A
4
@ ®Imes and mcgrath, inc.
-civil engineers and land surveyors
200 main street, room 201
falmouth, ma. 02540
(508) 548-3564 e 1 (800) 874-7373
FAX (508) 548-9672
November 20, 1996
a
Mr. Joseph Breen
3821 Route 28
Marstons Mills, MA 02468
Dear Joe: /.gs 1pel4�
Re Parcel B, Race Lane
Our Job No. 96, 217
---------------------- a
r
Please find enclosed two copies of the revised plot plan E
for the proposed sewage disposal sy*tem at the above 1
referenced property.
Subsequent to a number of inquiries from your excavator,
John Alto, and yourself regarding +:he soil conditions at the
above referenced property, we have revised the plan to
include a stripout of the silt material and sandy loam in and
around the proposed soil absorption system.
As you know, the soil testing and deep test hole
observations were performed on-site on July 25, 1996.
Subsequent to those tests, in the month of September ,
significant rainfall events occurred which caused water to
saturate the soil . Silt material, by its nature, is very
slow perking material and will retain water for a significant
time.
The contractor commenced excavating on the site in
September subsequent to the torrential rains and encountered
the saturated soil . S .nce September the soil has drained
somewhat.
The purpose of the stripout •excavation is to attempt to
make installation of the septic system easier for the
installer so that he is not working in saturated soil
conditions and compacting the material in and around the
proposed soil absorption system. The percolation rate for
this soil was measured and determined to be 20 minutes per
inch. Title V allows a percolation rate up to but not to
exceed 30 minutes per inch.
tl
Mr. Joseph Breen - 2 - November 20, 1996
The contractor who installs this system must take care
during the preparation of the excavated area for the soil
absorption system not to compact the bottom area or smear the
bottom or sidewalls of the excavation. Smearing and
compacting of the bottom or sidewall areas will significantly
alter the soils ability to percolate and may result in
failure of the septic system.
Please be aware that the Town of Barnstable Board of
Health is responsible for inspecting the septic system.
Unless we are specifically requested to inspect the septic
system during installation, we cannot be responsible for the
installation.
We want to stress that the installation of the clean,
granular material is not needed to make the septic system
work but is a means to assist the installer in working in
cleaner and drier conditions so that the soil sidewalls do
not become smeared or compacted.
If you have any questions, please do not hesitate to
contact me.
Yours truly,
HOLMES AND MCGRA NC.
I
Michael J. orse , P.E.
MJB/gd Vice President
i
SOIL EVALUATOR&PERCOLATION TEST FORMS
�F114E ri Page I of 4
Town of Barnstable
BARNSfAHLE,, Department of Health, Safety, and Environmental Services r
9 MASS.
A N1A. Public Health Division
367 Main Street, Hyannis MA 02601
Office: 508-790-6265
FAX: 508-775-3344
Soil Suitability Assessment for ,Sewagm D 's osal
ASSSESSORS MAP NO; 060
o
PARCEL Na 2 0
NO. Date:
Performed By: F� �fi� ��i"!l G � Date'
Witnessed By: F-V:�
Location Address Owner's Name
A� A-ie- k c."I&Ky
Lot#: Address,and
C-%,�vn�����n� v*A, o a 637
Assessor's Map/Parcel: Telephone#
NEW CONSTRUCTION REPAIR
Office Review
Published Soil Survey Available: No Yes
Year Published i gct3 Publication Scale ! Soil map unit Sin
Drainage Class Soil Limitations
Surficial Geological Report Available: No Yes
Year Published i 9 $G. Publication Scale i =10 0,o 0-0
Geologic Material(Map Unit) S Vn—
Landform M0QAAt1C Ou'rwA&N t3ov► oA91
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year boundary No V Yes
Within 100 year flood boundary No I/ Yes
Wetland Area:
National Wetland Inventory Map(map unit) W IA
Wetlands Conservancy Program Map(map unit) "(A
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal V Below Normal
Other References Reviewed: Tow.a RSscssoe�x } IZ.Gbloa►91[. C�+ti;o.s�ow�t'E� vnfiP
DEP APPROVED FORM-12/07/95
ORM
FORM 11 - SOIL EVALUATOR F of 4
Page
Location Address or Lot IJo.
On-site Review
r Date:.
I� Time: (Z'3o Weather �W�v
Deep Hole Numbe
Location (identify on site plan) Slope M, 3`5'' � Surface Stones
Land Use Wove 1
Vegetation W D0r' �..:. .
.. t -r'fis� :.p L �ffl� j3avt•1Dfl::
Landform O�
Position on landscape (sketch on the back)
Distances from:
";;'5� feet Drainage way�` " feet
Open Water Body ` , feet
Possible Wet Area T'�o� feet Property Line .
Drinking Water Well
3� feet Other
DEEP OBSERVATION HOLE LOGS
Soil color Soil Other
Depth from =Soilrizon Soil Texture
P(M'unsell) Mottling (Structure,Stones,G ul
aveljrs, Consistency. °�
Surface(Inches)
k
0-�
t3a C.
DepthtoBedrock: '>z
Parent Material(geologic) Weeping from Pit Face: fs 72 --
DeGroundwater: Standing Water in the Hole: i)
0
Estimated Seasonal High Ground Water: —
DEP APPROVED F0101-12/07/95
r
FORM 11 - SOIL F,VALUATOR FORM
Page 2 of 4
f;
Location Ad
dress
sorLo t No.
On-site Review -
Weather
2, Date:
�1Q Time: Z ��
Deep Hole Number
Location (identify on site plan) Slope (%) U`3 Surface Stones
Land Use ��s`r� . .
Vegetation
Landform � ..
Position on landscape (sketch on the back)
Distances from: >,�ao feet Drainage way 7 feet
Open Water Body property Line aa.} feet
Possible Wet Area �- :;Lot' feet
Drinking Water Well
feet Other
DEEP OBSERVATION HOLE LOG*
Soil color Soil Other
Depth from Soil Horizon SO�USDA)Texture Munsell) Mottling (Structure,Stones,Boulders, Consistency. 96
Surface(Inches)
Z4 t3Z* C,l Stt..T Z'sy
u.py 6r
SED
1
Stt✓T1 Oepthto9edrock: �
Parent Material(geologic) We from Pit Face:— —
Death to Groundwater: Standing Water in the Hole:
Estimated Seasonal High Ground Water:
O `
DEP APPROYEO F001'12/07195
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 4
Location Address or Lot No. P I F'L
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole... inches
❑ Depth to soil mottles inches
❑ Ground water adjustment ..........I........ feet
Index Well Number ................ Reading Date .................. Index well level ...... .
Adjustment factor ... .... . Adjusted ground water level ........... ................... . . ..
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? *4 —
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on "q`tsdate) I have passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
Signature Date
DF.P APPROVED FORM•12/07/95
FORM 12 - PERCOLATION TEST
Page 4 of 4
1
Location Address or Lot No. `PRRc, =.e v
COMMONWEALTH OF MASSACHUSETTS
J�wQ"Vr4kr& -r , Massachusetts
Percolation Test*
Date• .....''1 f�, Ei Time:, ti u
Observation Hole
Depth of Perc 4Q,
Start Pre-soak
tv ® lam
End Pre-soak
Time at 12
d
Time at 9" l 1
Time at 6" l Z 1
Time (9"-6")
SC(
Rate Min./Inch -2.0
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed ❑
...................................................................................................................... . .
ed B : t G, A G L. -o tt:•s� �, t
Perform y
Witnessed By: ED IMA e e�!/
Comments: :..,.......r........ ...._...,.......... .......:.._,.._....�._�.�_ .. ......._�... ,..,
DEP APPROVED FORM-12/07/95
V 1�
41
co
/V
210
38 0)s
�b
co
A
CO
PARCEL B
1 . 6 ± ACRES
75.43'
86*11'29" E
v
00
EXISTING
BUILDING
'PARCEL A
78
36' FILTRATORS WITH 4 0 F
9 IN'
GA&A STOQE ALL AROUND AND 1'
E Pop S
cly I I
ED Hou OF ')TONE BELOW.
84'
.06
1500 CALLON
Z
13 SEPTIC TANK
6
12'
:41
D (TYPICAL)
CONCRETE BOUN _f DISTRIBUTION BOX
66 (0 9
00
0.
(D
C�)
0.
NOTES:
4�
1 . HOUSE NUMBER: 138
_76-
*46, 2. ASSESSOR'S NUMBER: 150-20
40".
3. ZONING DISTRICT: RF
7 .
4. FLOOD HAZARD ZONES: C
CON
AC70R 5. TOPOGRAPHIC INFORMATION COMPILED FROM
TO V THE CONTRACTOR SHALL EXCAVAT 5' ALL AROUND
LOCA 7-/0/ D TOWN TOPOGRAPHIC MAP.
ERky THE PROPOSED SOIL ABSORP�IiON �YSTEIVI AND
E)(Is V 6. REFERENCE: PLAN OF LAND IN (MARSTONS MILLS)
k TING VV4 TER THC!
2' BELOW..,,THE WASHED STONE. REMOVE ALL BARNSTABLE, MA. BY CROWELL & TAYLOR CORP.
EXCAVAki�AATERIAL AND REPLACE WITH
SER V/�c SEPTEMBER 1972, SCALE: 1 " 40'
CLEAN 6)R"A'NULAR SAND MEETING THE
PECIFICATION OF TITLE 5 SECTION 15.255
(PUB
L
NOTICE
Unless and until such time as the original (red) stamp of the
F
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the information contained herein; and
EDGE OFp4
'A VC (6) this plan remains the property of Holmes McGrath, Inc.
ENT
EDGE OF PA
PA
N'r 11/19/96 ADD EXCAVATION NOTE. TC f� r"
DATE DESCRIPTION DrawnChecked
R E V I S 1 0 N S
PLOT PLAN
OF PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
JOSEPH BREEN
FOR -PARCEL B, RACE LANE
0,
MARSTONS MILLS MA
BARNSTABLE
GRAPHIC SCALE
20' 1996
SCALE: 1 DATE: AUG. 14, OF
20 10 0 20 60
holmes and mcgrath, inc. MICHAE131'
BT
6] �t la
F civil engineers and land surveyors
C-3 V�
IN FEET 200 main street No �W64
I inch 20 ft.
falmouth, ma. 02540 GIs
N L
DRAWN: sis CHECKED:
96217PP.DwG JOB NO: 96217 DWG. NO.: 64-4-4 SHEET 1 OF
-- --------
away at a min. of 27..
Finish grade above and adjacent to system shall slope
THE CONTRACTOR SHALL EXCAVATE 5' ALL AROUND
4" diam. cast iron or Schedule 40 PVC pipe (tight joints).
THE PROPOSED SOIL ABSORPTION SYSTEM AND
2' BELOW THE WASHED STONE. REMOVE ALL
-distance
20' 'min. (building to edge of leaching system)
EXCAVA4 MATERIAL AND RI�PLACE NTH
10' min. distance CLEAN GRANULAR SAND MEETING THE SOIL TEST
(3).
SPECIFICATION OF TITLE 5 SECTION 15.255 ,
a e a soi es
-First flocI
84.00 3-Removable covers within Test taken by: M. BORSELLI
Elev.
6" of finished grade
Results witnessed by. ED BARRY
Acces Holes in Tank to
be 20 in Diameter Percolation rate: 20 min./inch
Dist. bo P- 8741
x
r: Ground water NONE ENCOUNTERED
2 s- VARIES
X DEEP OBSERVATION HOLE LOG NO. 1
s=0.02 CLEAN BACKFILL .',...t < 2" layer of 1/8" to
leve
1/2" washed stone
OTHER
4 ve , 1, 1 :
III —_ -_ ) SOIL SOIL TEXTURE _;OIL COLOR SOIL
i 1 114-- . , ---" z _. - .I . .4 f t. of 3/4" to 1/2" washed STW5.BMARS,
DEPTH ELE V. HORIZON ISDA) (Munsell) MOTTLING
CNSSTDCY, %GRAVEL)
U-) stone all around infiltrator and
-SEPTIC TANK
00 00 00 i 1 ft. below.
Lr) Lr) 79.0
(.6 0,
Foundation 1500, GAL. 1p 5'
'% VN N r-
design Flev.
r- 73.67
L 0'11-4 77.7
b y others > 0
>
5 5 4— 76 7
0) 0 8 SAND Y 0 YR 516
0'. 3 4", L OA AII I NO
4 16"
4)
C H-10 > 0
67.0 SIL r 2.5 Y 614 NO
5 C� 16
6.7'
PROFILE
Not to' Scale
E PROVIDE 12" LAYER OF
6",LAYER OF CRUSHED COMPACTED STON 01 1
COMPACTED GRAVEL UNDER
THE DISTRIBUTION BOX C Bottom of Test Hole Elev.= 67.0
DEE-.P OBSERVATION HOLE LOG NO. 2
OTHER
SOIL SOIL TEXTURE SOIL COLOR SOIL ifs--Rucw,S.
DEPTH ELEV. HORIZO)N (USDA) (Munsell) MOTTLING STOWS,BUDEn
DONSISTENCY, %CRAWL)
0.
77.0
77.7 0"a-4" 0
5 0
7-
4'-24" SANDY LOAM 10 YR 516 NO
slL, r 2.5 Y 614 NO
4"m-IJ2" 66.0 C1
5 CLA Y OLE Y 2158 NO
150 64.- C2
GENERAL NOTES
1) No change to this system shot) 'be made unless
approvedAn writing by holmes and mcgrath, Inc.
2) Subject to Inspection during construction by�the
Board of Health and holmes and mcgrath, inc.
- 3) Heavy.construction equipment shall not travel
DESIGN CRITERIA
r.over disposal system) during or after construction.
4)- Disposal �system to be constructed in accordance
With Title 5 of the State Environmental Code.
nt to 330 gal. s/d
5) A copy of these plans must be kept on the site Number of bedrooms: 3 EquivIale cy
:during the time of construction. Garbage disposal unit. No
3,
6) A copy of these plans must be furnished to the Leaching area, capacity required: 330 gal.'s/dcy
V contractor constructing the.,'disposal system.
Side area proposed: 288 sq. ft.
7) Before backfilling, the contractor shall notify
Bottom area proposed: 696 sq. ft.
holmes and mcgrath, Inc., or the Board of Health
Agent. to inspect the system as constructed. Total area proposed: 984 sq. ft.
8) -If the .con tract6r'encounters any variation between Proposed leaching capacity 334 gal.'s/doy
the,existing conditions shown on the pion and the
conditions encountered on the site, or any soil Water su'pply: Town INLET HOLE
condition different than shown on the, soil log, or Precast concrete units: H-10 loading design
any adverse soil, the,contractor shall,immediately
contact.holmes and mcgroth� inc. Holmes and
rKcgroth. inc. will examine the soil condition
and report to the owner any suggested revisions.
16"
6'—3
34"
TYPICAL HIGH CAPACITY INFILTIR TOR (H-20 LOADING)
NOT TO SCALE
10, —6"
3-20" Diameter. Access Holes' 00
%
LO
ALL ACCESS MANHOLE COVERS FOR
INLET OUTLET SEPTIC TANK, DISTRIBUTION BOX,
'STRUCTURE SET MORE
AND LEACHING
THAN 6" BELOW FINISHED GRADE,
NOTICE
SHALL BE RAISED TO WITHIN 6" OF , Unless and until such time as the original (red) stamp of the
FINISHED GRADE. responsible Professional Engineer, or Professional Land Surveyor
In this plan,
appears o
77' -77
L
(A) no person or persons, including any municipal or other
FRAME &'COVER
STEEL REINFORCED PRECAST public officials, may rely upon the information contained herein; and
CONCRETE OVER 'T'S" WHERE REQUIRED.
(B) this plan remains the property of Holmes & McGrath, Inc,
PLAN - VIEW
PRECAST CONCRETE
6 ADD EXCA
TANK RISER WHERE VATION NOTE. TIC
11/19/9
REMOVATLE COVERS .3.
REQUIRED
13"
INSTALL "POLYLOK" FLOW EQUALIZERS DATE DESCRIPTION Drawn�hecked
ALL OUTLET PIPES FROM THE
N A OUTLET PIPES
LL
4 DISTRIBUTION BOX SHALL BE R E V I S 1 0 N IS
1_ _16
SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER
3 min. clearance required
8.
PLOT PLAN DETAILS
:T—-E—�4 -
INLE 2" min. inlet to outlet 6" min OUTLET
5 5" OUTLET
m n KNOCKOUTS
i''. Liquid level T, I I OF PROPOSED SEWAGE DISPOSAL SYSTEM
5' 77 L------J-) 5' —7"
Ci 41 CL INLET 19.5"
jL -C F=
f I PREPARED FOR
E OUTLE7
E TU F-T1 TE
9" JOSEPH BREEN
GAS BAFFLE :9
11.25"
:2
FOR PARCEL B, RACE LANE
_J IN
20" 1.75"
MA
BARNSTABLE
3"
MARSTONS MILLS
It
-8-
PLAN SECTION CROSS—SECTION
SCALE: AS SHOWN DATE: AUG. 14, 1996
END—SECTION \A" OF
ON
- CROSS 'SECTI
ox
% 6 HOLE DISTRIBUTION
holmes and mcgrath, inc.
MIUHA
-GALLON ' SEPTIC TANK BO 9F
1TYPICAL 1500 civil engineers and land surveyors
NOT TO SCALE
200 main street
NOT TO SCALE
falmouth, ma. 02540
ISTt
DRAWN: sis CHECKED: AL
—4-4 SHEET 2 OF 2
96217DT.DWG JOB NO: 96217 DWG. NO.: 64
7.
iT
J