HomeMy WebLinkAbout0022 IRVING STREET - Health 22 Irving Street
Centerville
A=226 - 118
i
Town of Barnstable P# 12 5 3
Department of Regulatory Services
aAaM9fABL6,: Public Health Division Date
MASS.
03g, 200 Main Street,Hyannis MA 02601
o Date Scheduled Time f Fee Pd. `tt y�
1clo x o
Soil Suitability Disposal
Sewage or Assessment
p _ .f b'
Performed By: cinaz� `� --1 E�l )G St Witnessed By: Da,44 w S 1 ce 6n
LOCATION&GENERAL INFORMATION
Locatio1nC2 ress
f 2 T(Vi(1J SEr ee."[ Owner's Name Gha M-s CaIQ\M-f_s e
Address 7 Bcewslrr P-d
VL_Assessor's Map/Parcel: ;n{' �/� �� Engineer's Name :JG -c,JiijC'
NEW CONSTRUCTION lll(((NNNREPAIR /✓ /Telephone# Y6-273'Q37 /
Land Use StryNlz wMi 1v Ak.GW V1A Slopes(%) 2'J Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line '7 10 ft - Other ft
SKETCH:(Street time,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Parent material(geologic) GUEk+G�h Depth to Bedrock 7 I 1 M$5
( �Depth to Groundwater. Standing Water in Hole: -7 1(jp�5 Weeping from Pit Face_ 7 I(Q �S
Estimated Seasonal High Groundwater 7 I `bJ S
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: DVOCE'0�o$Ctt.akt(.vt '7 Depth Observed standing in obs,hole: 1 b�' in. Depth to soil mottles: in.
Depth to weeping from side of obs. in. Groundwater Adjustment ft.
Index Well# Reading Date: - Index Well level - Adj.factor - Adj.Groundwater Level
PERCOLATION TEST Date 919-11 Time. { QN
Observation - p-
Hole# Time at 9"
u ti pJ1 Depth of Perc 72-70 � Time at 6" 3,2 7
Start Pre-soak Time 1:50 p H Time(9"-6') 1 Y 04 t.43
End Pre-soak 3'VS n
Rate Min./Inch .:! ♦g
Site Suitability Assessment: 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\PERCFORM.DOC '
DEEP OBSERVATION HOLE LOG Hole'#
Depth from Soil Horizon _ Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (M.-sell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
3t�-7Z C-1 N-CS -
72-i yy C-2 F1-5 -
_1_qq-1b8 G-3 ES 3 57/2 — -
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,
onsistenc %Gravel
S-3o g S /DYrs�d
S6-7Z C-1 H-Cs a5r`/b
72-IYV C-7- 1=LS 2 5`7/2-
-
1 2 5 1/2-
DEEP OBSERVATION HOLE LOG ..:: Hole#
Depth from Soil Horizon Soil Texture
Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o er % v I
DEEP'OBSERVATION HOLE LOG: Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv
avel
Flood Insurance Rate Mat):
Above 500 year flood boundary No_ Yes ✓
Within 500 year boundary No ✓ Yes
Within 100 year flood boundary No ✓ Yes
Death 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? Ye S
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on !b"z7-9 (date)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 a d experience described in 310 CMR 15.017.
Signature Date V-.7-0 -I/
Q:\S E PTI C\PERCFORM.DOC
No. - Fee
THE COMMONWEALTH OF MASSACHUS TTS Entered in computer:
Yes
651
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYication for Misposal 6pstem Construrtiou Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 2 2 T 2 V 1 rl ST C¢¢T n 's Name,Address,and Tel.No.&U at al PfAnuC
Assessor's Map/Parcel
Installer's Name Address,and Tel.No. ?(.3 Designer's Name,Address,and Tel.No.
C 9CA10%c�y _1%ireC hi,.S Ce-v►fi-v u (le S. C,, 1= I .t� ZV5_4 CO'M"09t/4yc/
Type of Building:
Dwelling No.of Bedrooms Lot Size 1 C 3(-9 sq.ft. Garbage Grinder( )
Other Type of Building Q-0 j No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3,3 0 gpd Design flow provided 5-S ; 2 gpd
Plan Date y-Z U-(/ Number of sheets Revision Date
Title
Size of Septic Tank �SU 0 H t U Type of S.A.S._f U fC' J lO C� /�2 u
Description of Soil /),,a ('ea rS4 Sim D/ 30 "
S4.P- log
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 Certificate of
Compliance has been issued b his Board of Health.
L/IF g d Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. ..r.. —.�.^w� .....s .i Fee
THE COMMONWEALTH OF MASS ACHl7` TTS Entered in computer:
Yes '
PUBLIC HEALTH DIVISION --TOWN OF BARNSTABLE, MASSACHUSETTS
I
01ppliL tlon for Disposal 6pstem ConstrUttlon,Vermlt '
Application for a Permit to Construct(, ) Repair( ,): Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. T v;�� .S;r wne 's Name, . ddress,and Tel.No. «/1 /1-0
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. 't). 0. ;3 � 3 Designer's N e,Address,and Tel.No.
A I �) /�-�k I
1)1pe of Building: __ f
Dwelling No.of Bedrooms Lot Size 1 U 5 sq.ft. Garbage Grinder( )
Other Type of Building '(Z o I No.of Persons Showers( ) Cafeteria( )
i
Other Fixtures
Design Flow(min.required) () gpd Design flow provided S S Z gpd
Plan Date �/ U-// Number of sheets t Revision Date
Title
Size of Septic Tank /SyU U l-� (/ Type of S.A.S.
Description of Soil /1, a c/
SO_c IO P
e> 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 Certificate of
Compliance has been issued b this Board'of Health.
r
•ig d rQAC r"i Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. a e ssued
,. - - --. _ - --------.-----_--------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
$XRNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( )
Abandoned( )by ,C\C-2 p A ,i� r' C �C�!�) % � 41 S L..l
at "Z Z ylUi�/1 7/,� ir y— has been constgjlcted in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No dated
Installer /1 Designer
#bedrooms �' Approved design flow 2 Zt9 gpd
d
The issuance of t is pe it shall not be construed as a guarantee that the system w' whon as des •ned.
Date ( Inspector -
-
------------- ---------------- -------------------------------------------------- ---------------------------------- ------- ^
No4 Feet&2�njA
&/ THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
` Disposal 6pstem Construction permit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at c2� 7�/,,„ . �, &
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Co?; cf b t e c mpleted within three years of the date of this pe
Date Approved by I
Town of Barnstable
Regulatory Services
4 Thomas F. Geiler,Director
public Health Division
3679• ..
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# Z 0 1 10 Assessor's MapMarcel 2 z(9/f ► 6
Installer Designer Certification Form
Designer: S` E41 w)ee-c ern C) , TO C. Installer: CVew,,de �nkErpctses.
Address: 2054 c ca„hecr� �`SSW — Address: t53 Cio
E,*%k %u4c6nom. VIA o•2538 IMIASviq-� V1414 OZco�(S
608-Va-6377
On �(I'j es was issued a permit to install a
(date) (install •)
septic system at 22 'rmo5 scree-t based on a design drawn by
(address)
C 5n5zneeci�n5, S'Ne_ dated_.Aeci l ZO, 2-011
(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. Stripout (if required) was inspected and the soils
were found satisfactory.
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. Stripout(if required) ected and the soils
were found satisfactory.
�.tK of
JOHN L,
CHURCHILL ti
(In ler's Sib*T)at ) JR.
ML
�1E0
esigner s Signature (Affix De gn He
P ASE RETURN TO ARNSTABLE PUBLIC HEAL DIVISION CERTIFICATE
OF COMPLIANCE WILL, NOT BE ISSUED UNTIL BOTH THIS FORM AND -AS-
BUILT CARD ARE RECEIVED BY E BARNSTABLE PUBLIC HEALTH DIVISION.
TITANIC YOU.
q:bffjce fonnAdaignercertification form.doe
TOWN OF BARNSTABLE
LOCATION A;Lry,.n a SEWAGE# 2® (t
VILLAGE C a,n,�a L1 [1� ASSESSOR'S MAP&PARCEL `Z 2l� � i 1
/
INSTALLER'S NAME&PHONE NO. C c!p�lC,te '172 ��17
SEPTIC TANK CAPACITY 10 O (tt o
LEACHING FACILITY.(type) �-41t 3&1& (size) ls/,f y Z 0
NO.OF BEDROOMS
OWNER t✓ i9laeS C/4 M 6rc$e
PERMIT DATE: Z®, Z-oi 1 COMPLIANCE DATE: °'�"Z3' 2011
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility (Jo I412o e- i b 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
- Feet
FURNISHED BY d Ap4w,G4 0t kv'Q/i3e5 U—C
y
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A1, 31 3Z 2� 3
A3 (4S,
A 4 Y 3
AS OS', Z QS q(1. 0
TOWN OF BARNSTABLE
LOCATION &A :LOU(,►' f° SEWAGE#
VILItA,GE ASSESSOR'S MAP&PARCEL
YId � NAME&PHONE NO. o-�A-PA k M k—k0
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) 7 ' C�� ,,�tMgAsize) `2 X A K.20
NO.OF BEDROOMS
OWNER
PERMIT DATE: 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
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TOP OF FOUNDATION = 30.V± INISH GRADE OVER D-BOX= 27.5'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROPOSED PVC VENT FINISHED GRADE OVER BIODIFFUSERS= 27,0' - 29,3' GENERAL NOTES
f- PROVIDE EXTENSION RISER SLOPE @ 2% MIN.
WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 28,0�+ RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = 29.0'± 3"OF F.G. (ONE PER ROW)
- 5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
20'MIN.ACCESS 9"MIN 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER(3 TYP.)-
YP.) 36"MAX. 1 DESIGN ENGINEER.
PROP.4"SCH. 40 9"MIN. SEE NOTE 21
PVC SEWER PIPE PROP.4"SCH. 40 36"MAX. 5.5' MAX. TOP OF SAS/B.O. = 23.80' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
" PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED.
MIN.SLOPE@1% 6" 3" 2�' DROP MIN. 3 9 PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3 DROP MAX. MIN.sL7V
OPE @ 1% L = 16± JOINTS (TYP.) Hn+n ELEVATION =23.80' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
10"
24.4'±�` „ 4" PVC IN FROM _ 1.33' 16„ 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
14 24.00' SEPTIC TANK O 4" PVC OUT TO 0 90, (TYP.)1 *4 10.75"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
EXIST. PIPE LEACHING FACILITYaim
i 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
24.25'
48" OUTLET TEE 23.70� MIN. 6„ 23.53' 23.37' 22.47' (laid flat) 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
GAS BAFFLE 5.0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6"CRUSHED STONE (TYP.) 4' MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
OVER MECHANICALLY 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
10.0'TO HOUSE COMPACTED BASE REQ'D
20.0' AND DESIGN ENGINEER.
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 25.00' ESTABLISHED
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 14.50' BIODIFFUSERS (END VIEW) ON A NAIL SET IN TREE AS SHOWN ON PLAN.
COMPACTED BASE C BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (.PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10' 6" WIDTH 5' 8" DEPTH 5' 8" (Dimensions per Wiggin CROSS SECTION VIEW BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
Precast Corp., Pocasset,MA) TO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY THIS ELEVATION& SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ARC 36HC (#3616 B D) B I O D I F F U S E RS (H-20) 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE
j 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
\°,t�`,,` f '�f +� f' . *f . '�� ` -•�' ` TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
'F ) APPROPRIATE AUTHORITY.
'` • •• ` • '� • - PERC NO. 13253
1 David W. Stanton R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
- f: •• �; : . ! �* • C t Al y INSPECTOR: Stanton,
I F` f o' n. • •� ZONE 2/ EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
1,_-
, THEY SHALL WITHSTAND H-20 LOADING.
MAP 226 C.S.E. APPROVAL DATE: Oct. 1999
' PARCEL 117 � ,' ? j• : •• �jj�ii : ; ,�`� DATE: April 19, 2011 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
-�N W TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
tt •• � '� " w MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
I I >, ., ;`. ter+ `� • ELEV TOP= 28.50'
I .; `' . < a» - �• REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
I WATER < 14.50'
v v 4 5 LOCUS
C� - ELEV WAT FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15 255(3).
X-X-X- -X-x(X X-X-'X X Y X-X--X-X--X X'-X_- _ 1 CU`7 f� f f1 • r
>- - _ - w° ;- •, . ..`$ J ,s!j 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
Q 65.00
\ \ y I + . x�j �• - PERC RATE = 5 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
� S89012'50"E 24,E \ f � \ \ Q �y �`e._. �, �-...`�'�''" f �} .� - •fig • • DEPTH OF PERC= 72"-90"
o' ` \ a l�e •� f f . 16. PROPOSED PROJECT IS LOCATED WITHIN:
Uj s`�S2, '�''� 't ' f« '� ';! „ : i TEXTURAL CLASS: 1 ASSESSOR'S MAP 226 PARCEL 118
BIT. DRIVE \ Y �#. � ,, 11 ��} ;�� f .
`C `26� �� \ d 11 11 kt 11 ; OWNER OF RECORD: CHARLES CALABRESE
\ ' EXISTING CESSPOOL TO BE ! �'• • '. r
LL �' '� \ \ 21x8' PUMPED AND REMOVED IN m • �.ay`;11� ' �� • 0„ ADDRESS: 7 BREWSTER ROAD
ACCORDANCE TO TITLE 5 Z 1) a-II. I. 1f. II 28.50 WEST SPRINGFIELD, MA 01089
w \ \ \ < r 4 �.,_}1...V -1 � Fill
MAP 226 22 IL �, • "UI( t( +� II 8" 27.83'
w \ Benchmark ��
PARCEL 1181 . 11 .• B Y
I- Nail Set in Tree MAP 226 /� �.�"�� ,ell � « � Loam Sand
W f 10,368 S.F.± \-I Elev. =25.00' �` 4LL � I r + " 30° 10Yr 5/8 26.00' FEMA FLOOD ZONE C
\ PARCEL 116 _._ _' cl'j \ 1 •
O GARAGE \ "r Approx. M.S.L. - "► f . COMMUNITY PANEL# 250001 0008 D
>-
�- 22x2' ;,' `-. �a ` C-1 Medium-Coarse Sand 17. DEED REFERENCE: DEED BOOK 8470, PAGE 98
-j
W PROPOSED 1,500 GALLON SEPTIC TANK 2.5Y 6/6
03 STONE DRIVE \ - - •h 18. PLAN REFERENCE: PLAN BOOK 76, PAGE 1
Z f ..,
72" 22.50' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
HC-1 ?6\ PROPOSED DISTRIBUTION BOX � t� 4� � t M Pe90 21.00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
_ __--- FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSU
ME ANY LIABILITY
B H " ° C-2 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
• _ ) Fine Loamy Sand
3 ^ PRO OSED TOTAL 20 ARC 36HC ' , 2.5Y 7/2
2 ro 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405 THE FOLLOWING LOCAL UPGRADE
w `-28 '' y (#3 166D)BIODIFFUSERS(H-20) i � '
i o / APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7):
l r- o i SLEEVE EXIST. SEWER ?> �. IN A FIELD CONFIGURATION
1. A 2.5 WAIVER 3.0-,,.5` FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM.
It � LINE WITHIN 10'OF 6 \ "� )
o 00 10.0' \ 24 `f LOCUS PLAN 144" 16.50'
--� �\ Fine Sand
23x�'' C-3
#22 �,. "�\�- SCALE: 1" = 1000' 2.5Y 7/2
' EXISTING 168" 14.50'
2-BEDROOM �O
DWELLING W (1 (2 (3 (4 �\"��� No Mottling, Standing or Weeping Observed
I / TOF= 30.1'± DESIGN DATA TEST PIT DATA LEGEND
PERC NO. 13253
I3 P I � INSPECTOR: David W. Stanton, R.S. 50x0' EXISTING SPOT GRADE
/ 3 (MIN PER TITLE 5) EVALUATOR: Michael Pimentel, E.I.T.
- - - 50 - - EXISTING CONTOUR
b � � NUMBER OF BEDROOMS (DESIGN)
C.S.E. APPROVAL DATE: Oct. 1999
y�Sa /�� N P m DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR
I 0---w m l TOTAL DESIGN FLOW 330 GAUDAY DATE: April 19, 2011 ❑/H/W EXISTING OVERHEAD UTILITIES
w'----w HC-2 N 29.0 c , TEST PIT#: 2
I w m DESIGN FLOW X 200 % = 660 GAL/DAY
� '1-�-w-._w 33.4' � � � � MAP 246 ELEV TOP= 28.50' GAS EXISTING GAS LINE
GU RE ---- w_ W w p/H/w W _W �,_ \ 5)� -< co o> >c USE PROPOSED 1,500 GALLON SEPTIC TANK
�- � cp PARCEL 11 < 14.50'
1 / GAS r GAS- GAS�Q�HGAS GAS GAS GAS �- Gp5 o ELEV WATER=
�w x -- W �' EXISTING WATER LINE
p/N \ 14.4 PERC RATE _
I
301-11 o ( N �'� DEPTH OF PERC = TEST PIT LOCATION
INSTALL 20 - ARC 36HC (##3616BD) BIODIFFUSERS (H-20)
S89°16'12"E - TEXTURAL CLASS: 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK
L_ ::4(---X-x-X•--X-x--X=-)=x=X X=X-X-X-X-X-X-X-X-X--,,_-- -A A -;N-_.h_ --A--x_-A- SYSTEM CAPACITY
U.P.#444/1 FENCE (TYP) 147.11' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
(TOTAL L.F. OF BIOS)(4.8 SF/LF) (0.74 GPD/SQ.FT.)=GPD 0" 28.50'
IPROPOSED INSPECTION PORT WITH (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY 8„ Fill 27 83' ❑ PROPOSED DISTRIBUTION BOX ACCESS BOX TO GRADE (TYP OF 5)
I B Loamy Sand
10Yr 5/8 PROPOSED ARC 36HC (#3616BD) BIODIFFUSER(H-20)
MAP 226 PROPOSED 4" PVC VENT PIPE; � `� �� �`�"z TOTALS: 30„ 26.00' 0
EXACT LOCATION PER OWNER NI TOTAL NUMBER OF BIODIFFUSERS. 20
I PARCEL 119 �r TOTAL NUMBER OF COUPLINGS: 0
TOTAL LEACHING AREA: 480.0 C-1 Medium-Coarse 6 6 Sand
I �� 31 )J TOTAL LEACHING CAPACITY: 355.2 REV. DATE BY +_APF_1D. DESCRIPTION
72" 22.50' PROPOSED SEPTIC SYSTEM UPGRADE
NOTE: PREPARED FOR:
EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE Fine Loamy Sand CAPEWIDE ENTERPRISES
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C-2
"MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 2.5Y 7/2
DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED LOCATED AT
JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052.
}'�/f� ° �=• 22 IRVING STREET
NOTES: SWING-TIES 144" 16.50' �V
HCA HC-2 C-3 Fine Sand , MA
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF DESCRIPTION 2.5Y 7/2
SCALE: 1 INCH = 10 FT. DATE: APRIL 20, 2011
EACH SEPTIC SYSTEM COMPONENT. SEPTIC INLET COVER(1) 19.8' 31.2' 168" 14.50'
0 5 10 20 40 FEET
No Mottling, Standing or Weeping Observed of MAS
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE SEPTIC OUTLET COVER(2) 25.6' 36.3' ,�� S9c;
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT JOHN L. PREPARED N
BIODIFFUSER CORNER(3) 35.4' 37.7' RESERVED FOR BOARD OF HEALTH USE �3 CHURCHILLJR. JC ENGINEERING, INC.
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF BIODIFFUSER CORNER(4) 47.7' 50.9' N CIVIL 2854 CRANBERRY HIGHWAY
HEALTH TEST PIT DATA.
__ _ -- BIODIFFUSER CORNER(5) 59.4' 47.9' qF St EAST WAREHAM, MA 02538
3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. SITE PLAN 508.273.0377
BIODIFFUSER CORNER(6) 50.1' 33.5' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1977
``� SCALE: 1" = 10'
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