HomeMy WebLinkAbout0330 LAKE ELIZABETH DRIVE - Health 330 LAKE ELIZABETH DRIVE
227 - 033 Centerville
TOWN OF BARNSTABLE I
LOCATION /3 / �cG 6/ZGiA ,A"Ve, SEWAGE #
VILLAGE Cr�h>lzr✓iI/c ASSESSOR'S MAP & LOT ZZ7 3
INSTALLER'S NAME&PHONE NO.T nLr4 SICAVa-ho4
SEPTIC TANK CAPACITY
LEACHING FACILITY: (typeJ-4 (size)
NO.OF BEDROOMS
BUILDER OR OWNEiER R/CA!✓,- An&esa, iFon-,5
PERMUDATE: O COMPLIANCE DATE: 7Lz 6 i3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility s Feet
Private Water Supply Well and Leaching Facility (If any wells exist j
on site or within 200 feet of leaching facility) ,/V A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist �I
within 300 feet of leaching facility) �l/ Feet
Furnished by �G✓/�! 777 "1
U'
(P 7
yi
4
3 p A E3
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A 4 3 2.5.6 ,q,l
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Nb.�� �{!// THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
'7'
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct (pair ( ) Upgrade ( ) Abandon ( ) - omplete System [:]Individual Components
dLe IaIZ
Locati /_^ z wn_ is Name
Ma /Parcel# JAddress
1 l 61-6"7T2
Tj # � �y Y�TeliRhone#
(�iC L Q` 1`�ller's l ��/� CJ 1 +` (i , De n a's Nam t�e
Address
Telephone# Telephone#
Type of Building: � t �S i G✓I e Lot Size 0 j4'&V Sq.feet
Dwelling—No.of Bedrooms �3 Garbage Grinder-(-+
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required) v70 gpd Calculated design flow 3-91D gpd Design flow provided gpd
Plan: Date Number of sheets Z_ Revision Date
Title
Description of Soil(s) 3 t o cnl I'- i1,7, e .
Soil Evaluator Form No. Pio %)G�Name of Soil Evaluator JITX V II" Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS ew 'r �-I s' .
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further es not to lace the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed f �4 14
O
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
X ^t NO. � / �t/J� THE-COMMONWEALTH OF MASSACHUSETTS FEE /9
' BOARD OF HEALTH N
729&2" OF
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ((.401(epair ( ) Upgrade ( ) Abandon ( ) - -omplete System ❑Individual Components
.CX-t yG. Lee- 9
Locatiq aa f_^ a"7 rl t (� 4wn� istName /-
C J Ul �J h�V t r1 G t-Dn 14.�) `_
Map/Parcel# aAddress 1
24- S Gt7 5 6 t�r5"��Z..
S�o-f4 AT o fre Yl Cam) ' C. `t� LN he# P
Na
(7t2f CP f ��Iler's !� J�`�V i\ �.1' �f �) ��ner's�e .�]L1V1 �f✓'W
(n/c C
)jdress�- �� �r� Address
Telephone# Telephone#
Type of Building: 1!5 V� Lot Size ( Q j4SQ, Sq.feet
Dwelling—No.of Bedrooms Garbage Grinder-(-�
4 Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required) gpd Calculated design flow -AAD gpd Design flow provided , gpd
Plan: Date I <i^I b - Number of sheets 2. , ( Revision Date
Title r- n-S stJ � l.• �!�mil ✓
Description of Soil(s) 0 ' 3 ' 70 g-c rn( S Su6z rat ;Q�I— 1 77 f L r-)ng c
Soil Evaluator Form No. P IO. ,V' Name of Soil Evaluator O• I '1 V Yh Date of Evaluation 101 71 nci-
DESCRIPTION OF REPAIRS OR ALTERATIONS JU�� :r; - I e' U
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
f
TITLE 5 and further a tees not to lace the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed ,,� to l' �� o T n
ti
FORMtI - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
-- ���NO / )� THE COMMONWEALTH OF MASSACHUSETTS FEE y
16Frn5Tr✓I2 BOARD OF HEALTH
- CERTIFICATE OF COMPLIANCE
Description of Work: ❑ Individual Component(s) ❑X Complete System
The undersigned hereby certify that the Sewage Disposal System;Constructed(X.),Repaired( ),Upgraded( ),Abandoned( )
by: c Orre
at?30 kP t 7,. & 714 Ili(-,t� CPo�P/��.
has been installed in accordance with the provisions of 310 CYR 15.00 (Title 5) and the approved design plans/as-built
plans relating to application No. 61 u a V-61SI dated 1 I// 9/#L-� Approved Design Flow 33 O (gpd)
/
Installer
Designer: Inspector G N A ) �'( � Date
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
No. (/% THE COMMONWEALTH OF MASSACHU ETTS, FEE / r
► / POARD OF HEALTH
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to Construct (1 ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage
disposal system at 3 30 1LA let, 44 as described
in the application for Disposal System Construction Permit No. dated
Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met.
Date Board of Health
FORM 2 - DSCP DEP APPROVED FORM 5/96
FORM 1255 (REV 5/96) H&W HOBBS&WARREN rM PUBLISHERS- BOSTON
1
Town of Barnstable
Regulatory Services
1 yP you
Thomas F. Geiler,Director
* BARN$TABLE,
MASS. a Public Health Division
�A i639• `0m
sF0 N10 ' Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office:.508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date:
La
Designer: bGtyiwC Alin PE PLS Installer: /'�� ' �a aA?
Address: . Address: $ p
On was issued a permit to install a
(date) (installer)
septic system at 3 30 kr- �/r z el hJ� based on a design drawn by
Zlvlel
(address)
4174-, n �Y PZ5 dated 1A o 4
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.
PAIN OF MgSS
DAVID q0�
(Installer's Signature) tII C.
UUN j
o N0.29976 �+
CIVIL O �"
/SI
'OVAL '
(Designer's Signature) (Affix Designe s Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
Town of Barnstable P# 'S� v
°F Department of Regulatory Services
• - Public Health Division
Date L' _ j 3�l o
� 619 ,d 200 Main Street,Hyannis MA 02601
fED tV1N��'
Fee Pd.
Date Scheduled / Time
Soil Suitability Assessment for Sewage Disposal
S � ,
Performed By: Witnessed By:
LOCATION & GENERAL INFOR]"TI N
Location Address r, Owner's Name ��
33 �y �� zf� Address 33 ,r->>�y-►�� � -_
A �{S� ��v� C,.�1�1Jt1�'t
Assessor's Map/Parce: 2-a 7�0 3 3 Engineer's Name
NEW CONST(1R�U-CTI N
REPAIR Telephone#
Land Use en bids/ Slopes('Yn) L' IS o16 Surface Stones
Distances from: Open Water Body_
Do ft Possible Wet Area7_2P a ft_ Drinking Water Well? -e- ft
ft Property line
Zo ft Other
Drainage Way ft
SKETCH:(Strdet name,dimensions of lot,exact locations of test holes&perc tests,.locate wetlands in proximity to holes)
75�
TP2
Zot3 d,
+ N
1 T*P f -
N
r--LI Z/--%&S T)4 17 P
Depth[o Bedrock 9A
�
Parent material(geolggic) o
W GS�t
Depth to Groundwate} Standing Water in Hole: 5 a TP t Weeping from Pit Face
Estimated Seasonal High Groundwater tt 1�;�t(J 127
DE�ERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: 5 in. Depth to Soil trtettlt s: ��. -
In. Omundwater AdJustment
Depth���t�o�v�yeepmg from side o�fI o�bs.hole: Ad fntttrr..,..� AdJ,Groundwater Level,
Index Well#M ILL Z1 Reading Date:-�t 4 Index Well level 1 --
PERCOLAT_ION TEST Hatt �LJ .. Im� �
Observation 2 _ Tima at 9" -
Hole# C 1
Depth of Perc
f;�d boT Time at 6"
'time(9"-6") - ---
Start Pre-soak lime
End Pre-soak 1 0! O 0
Rate MinJInch
Site Suitability"ment: Site Passed ✓� Site Failed:
Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back.------=----
***If percolation test is to be conducted within 100'of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q.\SEpTIC F,RCFQRM.DOC
,i
DEEP OBSERVATION HOLE LOG Hole# �_
Depth from . Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stcu�ture,Stones,Boulders.
Consistenc %Gravel
o l 7S YID Q)A ovo Lao_,,.
7S YP.s/t., Loose
DEEP OBSERVATION HOLE LOG Hole#_
Depth from Soil Horizon r , Soil Texture Soil Color Soil Other.
Surface(in.), ; `r .. (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o s enc Gravel
ci
COCA L-2cxsn
s—9 Lcgv . t�Yrz ,-CYe via al(-1
l3Z- U 1,M!
DEEP OBSERVATION HOLE LOG. Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) a Mottling (Stricture,Stones,Boulders.
Consistent %Gravel
r J
DEEP OBSERVATION HOLE LOG' ' Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsi te y,ffz QMvel)_
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes / Lo
Within 500 year boundary No_ Yes 1 ! f—✓�''t d''1 0 fl_
Within.1 00 year flood boundary No_ Yes a55 C�65
Depth of Naturak Occurring Pervious Material
Does at least four-feet of naturally occurring pervlo s material exist in all areas observed ithroughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification '
.I certify that on a V
". (date)I tiave passed the soil evaluator examination approved by the
Department of Environmental rotection and that the above analysis was performed by the consistent with
the required trainin perti nd per' nce described in 310 CMR 15.017.
Signature Date - 4¢
Q:\.S EPTILIPERCFORM.DOC
n y VI
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PINE ST Q 0 M
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OPT ci�F O w 0 oI
75.00' x 25.2 S_3L13to" W _ 23 . W
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x 2s2 F — � - - - - - —--77 = o
LOT 24 Z� — _ ,�g U D 00
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ST � ' - - 21.8 0 c" w o
/ — CENTERVILLE
[22,3]
�/� / DECK J �, HARBOR
7,710
No %// / /�i%//%/ '/�/,%/ \ LOT 25 USGS — HYANNIS QUAD
2000 0 1000 2000 4000
00
/ PROPOS�6 HOUSE
�'m� SCALE IN FEET
T.F.= 23.0 j \ \ ASSESSORS MAP 227 PARCEL 033
2>.1
,� �'! \ PLAN REF: PLAN BOOK 118 PAGE 3
[21.5 / 10.1' PLAN DATE: DUNE SEPT30
� ^ 54
DATE OF SURVEY: SE 30,2004 vi
/ LOT AREA: 10,430fsf o
LOT 23 / [22] v,
/ (21] 0
Mqs Patti° �'qss LEGEND a w
... Val DAVID 9c ►- c~i, o
193 DAVID P I y c� a z i=
1n \ ( Ln C. m THULIN m� —�50�— EXISTING CONTOUR } o Na Ld
N =
TBM PK NAIL \ �, THULI 0.29976 ��� PROPOSED CONTOUR m z U'
ELEV= 16.05 0 No.3 0 v 9� CIVIL �o �``� a oY N a o
\ �tie� \ A ? PROP. TREE/SHRUB LINE
ASSUMED DATUM cD TP �. 0_ 2 w V) o
FS �� � o c� o cn z
z 1 VIVALE X 50.0 EXISTING SPOT ELEVATION I-
o
[50.0] PROPOSED SPOT ELEVATIONTP
o
TEST PIT LOCATIONPT
v
Edge 0f,00ueme171 x/, 0 E Q TEST PIT/PERC TEST
L=32'49' z
o N 19 3g 30 R_533.48' — W— WATER SERVICE Q ZO
CO IL W
o
<w
380.82' L=29 .97 ` 2. 4 N f-Li m Lu u_
630 .07' 3 S12 V) Q w 0►-
N 31°29'17" R- 9 18., o N5; =w
/ I 107
30 e 0 W ~ w
EROSION CONTROL Z
0_ 0 w Q
TH p vE APRON OF 3/4" CRUSHED STONE 3" INLL-Of
200
O PLACED
OR a
" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED
E ELI-Z AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING ZO
p PAVEMENT. THE APRON SHALL BE IN PLACE AT THE TIME Q
Z OF HE FOUNDATION INSPECTION AND SHALL BE J
20 0 ,D 20 40 80 LAK
MAINTAINED UNTIL HE PERMANENT DRIVEWAY SURFACE IS Z
CONSTRUCTED. ALL SOILS, VEGETATION AND J
CONSTRUCION DEBRIS FROM HIS PROJECT SHALL BE 0 Q
IN FEET CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. K)
m PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND rP� r7
1 inch = 20 ft. C) LANDSCAPED AREAS SHALL BE PROTECTED BY PROPERGRADING, O
r�
REQUIRED UNTIL MULCHING S ABILI ATTION OF THE HEE SITE STRUCTION SAS MAY BE 04—078
ACHIEVED' SHEET 1 OF 2
75- A J r
:.� ROpFRr 26 N N
(EFFECTIVE LENGTH) ;q O
75" Y /NF 8s W �
V) I
M ~ CO
w
w �
OJ�� 7�o LIMIT OF UNSUITABLE SOIL REMOVAL Z Lo
_I a 0 no 0,
_
INSPECTION PORT T 703 D/ \ N X
STANDARD INFILTRATOR CHAMBER v
MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER <
�a. .,_.., oQ�� o //
GENERAL NOTES . 0
TOPSOIL TOPSOIL ��%�. - 6- MIN., NON-TRAFFIC AREAS Q� / // \� ! ""�""� U a0
12- MIN., H-10 LOAD AREAS 20 / 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL O N
NATIVE UNDISTURBED NATIVE 0. / CONFORM TO THE PROVISIONS OF THE COMMONWEALTH Z
C) BACKFILL EARTH BACKFILL 12' / / J N W
OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. J Q
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED I-_ 00
SEPTIC SYSTEM PIPING SHALL BE 4" ' SCH40 Q U)
�- ?6 6 •5" Q // / PVC SET TO THE LINE AND INVERT ELEVATIONS Q N w 0
'1
INFILTRATOR STANDARD DETAIL / SHOWN. THE MINIMUM PITCH OF PIPES CARRYING
SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH Lr)
INCH PER\FOOT IF NOT OTHERWISE NOTED. v
NOT TO SCALE An / -
'I" � 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM
DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL
SEPTIC SYSTEM DESIGN DATA FRTY OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT
/ FORM THE TOWN OF BARNSTABIE BOARD OF HEALTH.
</NF 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN
\ ON THIS PLAN ARE APPROXIMATE. AT LEAST 72
PROPOSED 3 BEDROOM SYSTEM = 330 GPD / SAS RESERVE HOURS PRIOR TO ANY EXCAVATION FOR THIS
PROJECT WORK, THE CONTRACTOR SHALL MAKE THE
PERC RATE = 2 MIN/INCH (CLASS I TYPE SOIL = 0.74 GPD/SF) \
/ REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-
\ 4844). AND THE CENTERFIVILLE-OSTERVILLE WATER
330 GPD + 0.74 GPD/SF = 445.95 SF REQUIRED \ DISTRICT FOR VERIFICATION OF LOCATIONS.
INFILTRATOR TRENCHES 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON
445.95 SF > 6.53 SF/LF (CHAMBER REDUCTION RATING) = 68.29 LF REQUIRED THIS PLAN IS SUBJECT TO THE INSPECTION OF THE
68.29 LF - 6.25 LF (CHAMBER LENGTH) = 10.92 CHAMBERS OR 11 CHAMBERS TOTAL h TOWN OF BARNSTABLE HEALTH AGENT. NO PART OF
THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE
NOTE: FOR NEW CONSTRUCTION, NO SYSTEM SHALL BE CONSTRUCTED WITH A SOIL ABSORPTION SD" INACCESSIBLE UNTIL INSPECTED AND APPROVED BY
SYSTEM AREA OF LESS THAN 400 SF OF,ACTUAL CHAMBER BOTTOM AND SIDE WALL AREA. THE HEALTH AGENT. THE CONTRACTOR SHALL z
11 CHAMBERS x 25 SF/CHAMBER(4 SF/LF x 6.25(CHAMBER LENGTH)) = 275 SF OF SYSTEM SCHEDULE INSPECTIONS AS REQUIRED. Fn
O
AREA < 400 SF ZNOFkJASs9c 6. REMOVE ALL UNSUITABLE SOIL, Oe, A, AND B 5
SEPTIC SYSTEM DIMENSION DETAIL a�P� DAVID AND WITHIN 5 BELOW
ET OF THE SAS
PRO INVERT
LELEVA �
NS
400 SF _ 25 SF/CHAMBER = 16 CHAMBERS REQUIRED = 100 LF OR 2 ROWS OF 50 LF (8 02 C y SYSTEM. REPLACE WITH CLEAN SAND FILL MEETING
CHAMBERS PER ROW) TH THE REQUIREMENTS OF 310CMR 15.255. a
0
{1Jp 97 WATER SUPPLY FOR THIS LOT IS PUBLIC WATER w
30 IVlL Cj CONNECTED AT THE STREET LINE IN THE APPROXIMATE V) 0 O '4- (V
� LOCATION SHOWN. THE PROPOSED SEPTIC SYSTEM U CL U Z O
0 ILL)O
SOIL ABSORPTION SYSTEM IS NOT TO BE LOCATED U) CV la1
HIN 150' OF AN EXISTING PUBLIC OR PRIVATE >' Q 2
EN \ WATER SUPPLY. WHERE SERVICE PIPE IS LESS THAN 00 Z U)
10 ' FROM AN EXISTING OR PROPOSED SAS IT SHALL lL 0 U J
BE SLEEVED IN 2" 16OPSI HDPE OR SCH40 PVC PIPE. Q `1 En < O
RES. RISER TO WITHIN6" OF FIN. GRADE EXISTIN GRADE Ir 2 w U O 0.
D U D U) Z
25 tl
TOP FOUND TION 23.00 PROPOSED RADE SOIL TEST 0 O
DATE: 10/27/04 - P10.835 0
- - - - - - - - - - - - - - - - - - - EXCAVATOR: BOUSFIELD LOCATION: TP2
20.68 S-o o 19.74 B.O.H. AGENT: D. STANTON 0
20 ELEV. DEPTH OeA - DUFF, LOAMY SAND � U
ENGINEER: D. THULIN 19.7 0.0
19.0 0.7 Z 20.31 LOCATION: TP-1 -Frvr� g - SANDY LOAM
20.06 1 .90 1 .74 19.5
4"PVC ELEV. DEPTH OeA - LOAMY SAND, ORG. J ~ Q Z
- s o.oio 4"Pw 2 IN ILTRATOR THEN 16.8 2.9 OL W
s_0.010 2,83'W X 0. 4'EFF DEPTH .5 16.0 0.0 Q
16.0 0.7 C - COARSE SAND w w �Q
u7iB - LOAMY SAND LOOSE J L,_
OUTLET TEE T. EFF. DEPTH 18.7 14.4 5.3 PERC 2 MIN. IN V) J O
INIET TEE 15 FRIABLE, ROOTS _�
10" BELOW EPOTIC TANK LIQUID GALLON 14" EVE 13.7 3.0 EST. HIGH GW 13.6 6.1 EST. HIGH GW Lj N CC Ld
LIQUIDLEVEL V'/OUTLET TEE 13 w V) J Ld
I 95" VARICAT10N a w w O
BAFFLE C - MEDIUM SAND Z J
18. 15.8' 14.8' 0. S= LOOSE 99" LOOSE COARSE SAND O U Of Q
132" LOOSE MED. SAND a w 00
10
8.8 7.9 OBS. GW 8.7 8.0 11.� OBS. GW z
SECTION THRU SEPTIC SYSTEM BOTTOM J
6.7 10.0 USGS HIGH GROUNDWATER EST. Z
BOTTOM INDICATOR WELL: M1 W29 J
1 in. = 10 ft. HORT. O ftf
Q
1 in. = 5 ft. VERT. USGS HIGH GROUNDWATER EST. ZONE: B
INDICATOR WELL: M1 W29 DATE: 9/04 M
ZONE: B ADJ. FACTOR: 4.9
DATE: 9/04 r7
ADJ. FACTOR: 4.9 04-078
SHEET 2 OF 2
1S PIS!E S ET- U /�
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O y�� w 0 f\
75.00' X 25.2 S 3L1 gb0" W 23 ``, u w ao
/ ' I LOT 24� _ — 22 ��l U a 0
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3 w
21 w `l• p u->
T 0 U � p ��
_-j tn. 00
00
?O CH ROA � 00 0
/ IGN Q Q
ST c�I w CO
[22.3] / DECK \ ' HARBORwLLE
10
\0j // %� j�/�///i;//�fi�//ji/,�� \ LOT 25 USGS HYANNIS QUAD
/ \ 2000 0 1000 2000 4000
/ o
00
/ PROPOS� HOUSE �^ SCALE IN FEET
X .3' 'T.F.= 23.0 \ \ ASSESSORS MAP 227 PARCEL 033
[2��5////f, �/ �/ 10.1' \� 21 PLAN REF: PLAN BOOK 118 PAGE 3
PLAN DATE: DUNE SEPT30
54
DATE OF SURVEY: SE 30,2004
LOT AREA: 10,430tsf zo
LOT 23 / [22] 5
— w
/ [21] _ o5-4
, o
»> X \ [20] a Py�N°FM a �"OFM�Ss9 LEGEND a Ld
DAVID o U V) 0
[1s] z DAVID G o�' C. per- EXISTING CONTOUR a a' 0 N o w
Ln C. THULIN —�5 fi� 5-: a N x
TBM PK NAIL ; �,, o THULI v o.29976 y �,� w m N
No. 0 '� PROPOSED CONTOUR ~ z
o v 9 CIVIL O �`5 o
ELEV= 16.05 0 �1s� Qy 'E' `� Q � PROP. TREE/SHRUB LINE x w c> 0
ASSUMED DATUM c0 Tp \ FFs � �a a Y N a > b
z 1 x SO.O EXISTING SPOT ELEVATION N Zo
[50.01 PROPOSED SPOT ELEVATION
cfl
0
Tp
>ss (j� TEST PIT LOCATION 0
o �
PT TEST PIT PERC TEST p
.� Edge of pavement x p..o 3 Q. z =
_ 30 =32.448, — W— WATER SERVICE a �"_' d z LLLL
p N 19 3$ R=533• a_ L d <�
mR 1 I 10s1`3 E LLJ mN w NQ
97' 2• wwz�380.82' L= 9 . U5Q 0
=630.07, 3 0 >N 31'29'17" (no
.J J '
EROSION CONTROL o w w Q�Q
1, AN APRON OF 3/4" CRUSHED STONE 3" IN DEPTH OR a- LJJ Ow Of
ETH p �VE 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED Y z
-z�� AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING
p PAVEMENT. THE APRON SHALL BE IN PLACE AT THE TIME Q �
1 A z OF THE FOUNDATION INSPECTION AND SHALL BE 0
20 0 10 20 40 g0
l_ MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS z .
CONSTRUCTED. ALL SOILS, VEGETATION AND
a: 0 et
Q
p CONSTRUCION DEBRIS FROM THIS PROJECT SHALL BE
IN FEET CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. M
m PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND M M
1 Inch = 20 ft. U LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER
GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE QQ
REQUIRED UNTIL STABILIZATION OF THE SITE IS O4-07U
ACHIEVED.
SHEET 1 OF 2
75"
,oROAFRTr 28 �8 a o N
(EFFECTIVE LENGTH) CI,I,F 8S, W
75" 'o
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00
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Sam �OJ�<v 7� LIMIT OF UNSUITABLE SOIL REMOVAL . 1Z 00
_ o
INSPECTION PORT STANDARD INFILTRATOR CHAMBER 7 v
MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER �� O 3 \ = X
// =
. .. �. �. \ - '=. �o / / GENERAL NOTES
\ TOPSOIL / ..:.' " y <
TOPSOIL 6' MIN., NON-TRAFFIC AREAS Q / �^O U O
12' MIN., H-10 LOAD AREAS � / 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL O
2 N
NATIVE UNDISTURBED NATIVE o / CONFORM TO THE PROVISIONS OF THE COMMONWEALTH Z
�...'. O BACKFILL EARTH BACKFILL 1 OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. 0 J V) 00
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED I_ 000
SEPTIC SYSTEM PIPING SHALL BE 4" ' SCH40 co
PVC SET TO THE LINE AND INVERT ELEVATIONS Q
INFILTRATOR STANDARD DETAIL SHOWN. THE MINIMUM PITCH OF PIPES CARRYING 0 N w o
SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH v
INCH PER FOOT IF NOT OTHERWISE NOTED.
NOT TO SCALE AR /
3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM
DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL
SEPTIC SYSTEM DESIGN DATA pFRTr / OBTAIN A DO WORKS CONSTRUCTION PERMIT
FORM THE TOWN WN OF OF BARNSTABLE BOARD OF HEALTH.
<INF / 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN
ON THIS PLAN ARE APPROXIMATE. AT LEAST 72
PROPOSED 3 BEDROOM SYSTEM = 330 GPD / SAS RESERVE HOURS PRIOR TO ANY EXCAVATION FOR THIS
PROJECT WORK, THE CONTRACTOR SHALL MAKE THE
PERC RATE = 2 MIN/INCH (CLASS I TYPE SOIL = 0.74 GPD/SF)
/ REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-
4844), AND THE CENTERFIVILLE-OSTERVILLE WATER
330 GPD _ 0.74 GPD/SF = 445.95 SF REQUIRED DISTRICT FOR VERIFICATION OF LOCATIONS.
INFILTRATOR TRENCHES 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON
445.95 SF a 6.53 SF/LF (CHAMBER REDUCTION RATING) = 68.29 LF REQUIRED THIS PLAN IS SUBJECT TO THE INSPECTION OF THE
68.29 LF - 6.25 LF (CHAMBER LENGTH) = 10.92 CHAMBERS OR 11 CHAMBERS TOTAL h TOWN OF BARNSTABLE HEALTH AGENT. NO PART OF
" THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE
NOTE: FOR NEW CONSTRUCTION, NO SYSTEM SHALL BE CONSTRUCTED WITH A SOIL ABSORPTION `S0. INACCESSIBLE UNTIL INSPECTED AND APPROVED BY
SYSTEM AREA OF LESS THAN 400 SF OF,ACTUAL CHAMBER BOTTOM AND SIDE WALL AREA. THE HEALTH AGENT. THE CONTRACTOR SHALL z
11 CHAMBERS x 25 SF/CHAMBER(4 SF/LF x 6.25(CHAMBER LENGTH)) = 275 SF OF'SYSTEM SCHEDULE INSPECTIONS AS REQUIRED. un
O
AREA < 400 SF p�H 4F Miss 6 BELOW THE @INRT ELEVATIONS w
400 SF - 25 SF/CHAMBER = 16 CHAMBERS REQUIRED = 100 LF OR 2 ROWS OF 50 LF (8 SEPTIC SYSTEM DIMENSION DETAIL ���� DAVID 9 HORIZONS FROM ELOW THE SAS E
C AND WITHIN 5 FEET OF THE PROPOSED LEACHING CHAMBERS PER PER ROW) Z C, , y SYSTEM. REPLACE WITH CLEAN SAND FILL MEETING
TH mt THE REQUIREMENTS OF 310CMR 15.255.
Np 97 WATER SUPPLY FOR THIS LOT IS PUBLIC WATER CL O
Go CONNECTED AT THE STREET LINE IN THE APPROXIMATE ►- V) f- Op (V
30 IVl �� 0 LOCATION SHOWN. THE PROPOSED SEPTIC SYSTEM d 0 Z 0 w
SOIL ABSORPTION SYSTEM IS NOT TO BE LOCATED N cV w
IN 150. OF AN EXISTING PUBLIC OR PRIVATE 6� >- < X i
WATER SUPPLY. WHERE SERVICE PIPE IS LESS THAN w 0] Z .jrV)'?
10 • FROM AN EXISTING OR PROPOSED SAS IT SHALL LLi O _U J
BE SLEEVED IN 2" 16OPSI HOPE OR SCH40 PVC PIPE. < `1 N < > O
RES. ISER TO WITHIN 6" OF FIN. G AIDE EXIS71N GRADE I = w U O
O 0101 V)l Z
25
TOP FOUNDATION 23.00 PROPOSED 3RADE SOIL TEST DATA j o
DATE: 10/27/04 - P10.835 0
- - - - - - - - - -
- - - - - - - - - EXCAVATOR: BOUSFIELD LOCATION: TP2 - g^�k
20.68 s4-o VC 19.74
B.O.H. AGENT: D. STANTON 0
20 ENGINEER: D. THULIN ELEV. DEPTH OeA - DUFF, LOAMY SAND U
19.0 0.0
1s.o 0.7 Z =20.31 LOCATION: TP-1 -�rvr� B - SANDY LOAMOf
20.06 1 .90 19.74 19.5
4"PVC 4'PVC 2 IN ILTRATOR THE CHES ELEV. DEPTH OeA - LOAMY SAND, ORG. -U
- s=o.oio s-0.010 a � a Q O
2.83'W X O. 4'EFF DEPTH ) 50'L 76.7 0.0 16.8 2.9 n W
16.0 0.7 C - COARSE SAND �il a) W �
B - LOAMY SAND LOOSE -1 LL_
15 OUTLET TEE RlT. EFF. DEPTH 18.7 FRIABLE, ROOTS N J OF-
IN ET TEE 500 GALLON 14" BELOW 14.2 2.5 14.4 5.3 PERC 2 MIN./IN O N j =N
10' BELOW EPTIC TANK LIQUID LEVEL13.7 3.0 EST. HIGH GW 13.6 6.1 EST. HIGH GW L,JLLj W
LIQUIDLLJ
LEVEL V'/OUTLET TEE Ib 95' VARiGATION d W w JQ
BAFFLE C - MEDIUM SAND Z
18. 15.8' 14.8' 0. S. LOOSE 99" LOOSE COARSE SAND O U Of<
10 132" LOOSE MED. SAND d W 00
8.8 7.9 OBS. GW 8.7 11.0 OBS. GW Y Z
SECTION THRU SEPTIC SYSTEM 6.0 , .7 Q
BOTTOM J
6.7 10.0 USGS HIGH GROUNDWATER EST. Z
1 in. = 10 ft. HORT. BOTTOM ZONE: WELL:WELL: B1W29 O Q
1 in. = 5 ft. VERT. USGS HIGH GROUNDWATER EST.
INDICATOR WELL: M1 W29 DATE: 9/04
ZONE: B ADJ. FACTOR: 4.9 ,_J 1`�
DATE: 9/04 r7
ADJ. FACTOR: 4.9 04-078
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14'-0" 38-011 AS
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161-011
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N I I FOOTING, TYP.
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- - -_- - - -_- - -_- - - - J o
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_ I O O 0 I I DATE, CNECICED Sri
I /04
10/4/04
2'-3" 9'-6" 2'-3„I I Z 3 I
0 LU Q I I DATES REVISIONS
_1 I� w Z
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L — — — — — — - FlLE NAF�&
- - - - - - - - - - - - - - - HOFRi7AN
SHEET NO.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
14'-0" 38'-011 A7
I/A7 SCA",1/4' FOUNDATION PLAN