HomeMy WebLinkAbout0028 SESAME STREET - Health T7
i
28 Sesame Street
Marstons Mills
A= 173-007-002
i
House, 3 TOWN OFBARNSTABL 3���7��""'�
LOCATION Ld f - Se r.M-e_ 1) S� EWAGE#'�O
VILLAGE ru P"'' SE SS 'S MAP PARCEL
INSTALLER E&PHONE NO. c-/e4C n - S"Cr3 - �I - C(
SEPTIC TANK CAPACITY /SO O 6 6-2.
f LEACHING FACILITY:(type)_1Pr-V -�y- 7(size) 5-0 0
NO. OF BEDROOMS 3
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
� I
a
�vT 2S
}
No. (� ® Fee '. j
r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpplicatiou for Misposal 6p tem Construction permit
Application for a Permit to Construct(�Q Repair( ) Upgrade( ) dean ❑Complete System El Individual Components
Location Address or Lot No. 3 _ n s Nam Ad6ress,and el.N / �� . "q
Assessor's Map/Parcel a � �L'il l �Q 4 -��
Installe ' Name,Address,and Tel o. S W _���_� Designe \11 ACUL 94kW:54--
r's Name,Address,and el.No.�
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) Z30 gpd Design flow provided ,gqq gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 1 (iO yi Type of S.A.S.
Description of Soil
• I
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 d not to pl ce stem in operation until a Certificate of
Compliance has been issued by this Board of th.
Signed Date
Application Approved by Date Z/7x/Z'01 y
Application Disapprove y Date
for the following reasons
` Permit No. O -i.9 Date Issued Z./7 c I zo
_
Fee
THE COMMONWEALtKOFWASSACHUSETTS Entered in computer:
. _ PUBLIC HEALTH DIVISION - OWN OF`BARNSTABLE, MASSACHUSETTS Yes
ftplitation for Disposal 6p tem One,rUttlOn Permit
Application for a Permit to Construct QQ Repair( ) 'Upgrade( ) den( ) ❑Complete System ❑Individual Components
c. Location Address or Lot No. ' ? - _(�Z.•, n s N Ad ress,and el.N ,/ /
Assessor's Map/Parcel N e-S� ��( 41�} Y �AW I j t.C � (0 3"
Installer's Name,Address,and Tel] o. S(�fj-�j��_`�} Designer's Name,Address,and el.No. ,$"q,� 60A
G �`t` Vv0�'f ►F�fA 7 V L�Pv1r1�5 YhI�- 0� � I 'f ��� L VAS W-_ -4< kmA.
.Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 350 gpd Design flow provided 3y9 gpd
,. 1
Plan Date Number of sheets Revision Date
Title I
-- f V_ . a/c.
Size of Septic Tank G 5� 7zl r Type,of S.A.S.
Description of Soil eLWn) �~
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 alhid not to pl ce the stem in operation until a Certificate of
Compliance has been issued by this Board of . alth.
/ I
Signed Date
Application Approved by `� _ ,; Date ZrZo/Zol y
Application Disapprove y 'Date
\, for the following reasons
Permit No. q - O y 3 Date Issued Z�2o IZol y
k
-------- ---------, -- ------------------ -------------------------
-----------------------------------
TWCOMMONWEALTH OF MASSACHUSETTS
C,'/B'ARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO C^EIRTIFY,that the On-site Sewage Disposal system Constructed(K Repaired( ) Upgraded( )
Abandoned( )by /vs 0-T14pZA1 A✓ N
at at Z� 5e 514,"IE vgQsTo,,s 141,4,S has been constructed in accordance
--, .
with the provisions of Title 5 and the for Disposal System Construction Permit N024 q—0413 dated Z'Zv12o I
.ate
In-' (�staller"R-TEejj,) pA".n/C, DDesigner,:[:oA. Q', Petu.44 -P 9,73yC, 14AC.
#bedrooms 3 Approved design flow 330 gpd
The issu ce f t is pe it sh, t be cos eI-d �uarantee that the system;NZ,
signed.
6p Ins ector
LT P11P 6/
----------------------- --------- -----------------------------------------------------------------------------
No.Zal Li _ b�l � Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Permit
Permission is hereby granted to Construct(X ) Repair( ) Upgrade( ) Abandon( )
r System located at 26 5C-5j9-94E 51 01 :5—aaw S A ,t-LS
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.
Al
Provided:Construction must be completed within three years of the date of this permi
Date 1z0/Zp i 14 Approved by
{
Town of Barnstable
'THE Ttio� Regulatory Services
* Richard V. Scali, Interim Director
• BARNSTABLE,
9�A MASS.6 � Public Health Division
�Fn '�" Thomas McKean, Director
200 Main Street,Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: V�(�� Sewage Permit# Assessor's Map\Parcel 173
Designer: ��M, 0 �2' < �4s�<<G s� Installer: ���✓�L�Vj PCB t i^
Address: 15`7 3 Mc-n She e--F Address: (710 Cartj �,l)Coc� n
3c-� A::
On ,� 6was issued a permit to install a
(da e) r, (installer)
septic system at ZL SescG w based on a design drawn by
(address)
J I INA, U y f ASS,C,.c. eSjq_dated 2--
(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. Strip out (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. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constru t liance with the terms
of the I\A approv letters (if applicable) ?� vw of&ass��y
o KEITH E. G
` FERNANDES
v CIVIL
tall s gnature No.48725
.o
9F�/STEP�O��t�'Q
Fgs��A&L
(Designer's Signature) (Affix Designer'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:\Septic\Designer Certification Form Rev 8-14-13.doc
' Town of Barnstable r
y of THE I06. _ - -
P. o Department of Regulatory Services
Public Health Division Date 4/15/2013
MASS. a _
.639, 200 Main Street,Hyannis MA 02601
. prFO Mpy A .. _
Date Scheduled V Time w Fee Pd. $100,00
Soil Suitability Assessment for Sewage Disposal
Performed By: Witnessed By:
LOCATION& GENERAL INFORMATION �
Location Address p.. r.N . .. . . ..
_
28 Sesame Street n� ��'-'� asbi .at for Humanity
Address411 Main S t, Suite 6 a,
Assessor's.Map/Parcel:17�3/007/002 Engineeryai outhport
NEW CONSTRUCTION ' / REPAIR Telephone# _ _ J T v
` O X ,-1
Land Use fir/O,(�(a,n t Slopes(%) 3 S ok Surface Stones l��A 7-� 0 a
/ y
Distances from: Open Water Body 100 ft Possible Wet Areal I CV/ ft Drinking Water Well / I ft -
�. s 'Drainage Way 1(c/ ft Property Line 1,0 It Other $ 'H 0 �
� aAa
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Zq
. . .qq Zb SeSC A^e
CO
X Yqq ` - I
W� SJQJ&Ji544\ -.
r—
�cJ M
!Gu`
Parent material(geologic)_Gia�►al Iii 164SV\ Depth to Bedrock W I A�t
Depth to Groundwater: Standing Water in Hole: 1 JV a�N Weeping from Pit Face 1.11A
Estimated Seasonal High Groundwater Q h,�"I:IXJ �' .q3,4
I3ETERMIIVATIO.N r OR SEASONAL IIIOH w.ATER TABt ..
Method Used:
Depth Observed standing in obs.hole: 13d �' �al in. Depth to soil mottles: �I in.
Depth to weeping from side of obs.hole: U-I PC - in. Groundwater Adjustment
Index Well#h Reading Date: I1113 Index Well level 4%6' Adj.factora,V Adj.Groundwater Level%,tq � q,3 L111
PERCOLATION TEST Date y . l 111.Time.la
Observation
ZP
Hole# � �1 Time at9"
' Depth of Perc �1 Time at 6� q
Start Pre-soak Time Q 0 —Q— - Time ff-6)
End Pre-soak
1-► l� Jam_ tSrhin rc, a = ^—
' � � Zp -
RateMin/Inch ' o�lt�rA 1 J 9. ! t
Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/1N)
Original:Public Health Division Observation Hole Data To Be Completed on Back----------- Uj
***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\PERCFORlvl.DOC
'DEEP OBSERVATION HOLE LOG Hole#
Depth from -Soil Horizon -Soil Texture Soil Color Soil Other -
Surface(in.) - _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -
Consistency,%Gravel)
4-a4 Sczrvl , lna m i O'ir 5/U U A •
Q4-So Gt VAV Sand 10`Ir g/� pJA
Gz 164r 10r l U\P,
T9-116 C3 �+jc.-Snr ID Ir big WJA
G lay"
DEEP.OBSERVATION HOLE LOG.:. :.':. Hole#
Depth from Soil Horizon Soil Texture Sod Color Soil Other -
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -
Consistency,%Gmvel)
0-L1 10'Ir IA4 WI A
-� Sl Lryrn 10 4 r 5/4 w1A
IU-TR C► �AIC d g1Q v1A
GrounAw al?.r S-Vaxa lam. 13Drr
:,DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Graven -
0-9 A "mu Song t04v-314 UTA
,.-40 6 St l Vnarr toys 5h- UA
H D G1 mlc saw r'6IlP
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
0-5 ` A Liu &1 lo`Ir 3/14
s/
C, It • car�l ��c�
Flood-Insurance Rate Ma:--=-- ----=------------------- ------ ------ ---------
A ve 500 year od boundary No_. Yes_
Withr SOOyear oundary No Yes_ SeJ ^,
Within 1 ye flood boundary No_ Yes
De th ofNatural ccurrin Pervious Material
Does at least four e of naturally occurring pervious material exist in all areas observed throughout the
area proposed for ii absorption system?
If not,what is the pth f naturally occurring pervious material?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of En ironmental otection and that the above analysis was performed by me consistent with
the requited train.lg,expertise.an experience described in 310 CMR 15.017.
Si--nature Date
Q:\SEPTIC\PERCFORM.DDC
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Graven
0—(a Lim, Sn,r� Oy 3/4 U1 A
(o-4Z L I r 51-w d A
UZ-IZZ C, MIS i0A !!lp 0A
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soii Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
Above 500 year flood boundary No_
Yes
Within 500 year boundary No J((l Yes
Within 100 year flood boundary No Yes_
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? 1 e 2p} —liP� l
If not,what is the depth of naturally occurring pervious material?
Certification '��� ��
I ceitify that on k_k _(date)I have passed the soil evaluator examination approved by the
Department of Env'onmental Protection and that the above analysis was performed by me consistent with
the requiied training,expertise.and experience described in 310 CMR 15.017.
3 Signature���f/(�,�'�--�a�---- Date l
Q:)SF-PTIC)PERCFOMMDOC
Map Page 1 of 1
Town of Barnstable Geographic Information System New Search Home Help
Parcel Viewer custom Map F Abutters Map Size ❑ Zoom Out n n n n n n n n l In
>rr Rr QaR �y ® 7PG Map: 173 Parcel: 007-001 Full
Property rty
Location: 29 SESAME STREET Info
Owner: NOLAN,ROBERT L
173005 k�
NO
Location Information
173010 Map&Parcel 173007001
073 Location 29 SESAME STREET
L Acreage 1.00 acres
/73007002
N28 � O�� Current Owner
Mailing Address NOLAN,ROBERT L
+i1 PO BOX 1119
• 173007001 173008 BARNSTABLE,MA 02630 -
ilsg 058 EE
1 Appraised Value(FY 2013) Ii
1 Extra Features $0 !
173003002 173028 Out Buildings $0. ![
N 1200 N50 Land $124,600
173004 - Buildings - $0
62 173007003 Total Appraised $124,600
N40 Q ..
rn1 0
17303e � Assessed Value(FV 2013)
NtD Extra Features $0
a
a1 4 Feet Out Buildings $0
173017 Land $124,600
N40 Buildings $0
_.__.. ... Total Assessed $124,600
Set Scale 1" 134 I Aerial Photos �i I MAP DISCLAIMER
Copyright 2005.2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS
BarnstableMA v1.2.4748[Production]
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24'-0" 20'-0" s
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FRONT.ELEVATION
1/4" = V
PROPOSED 3 BEDROOM RANCH FOR:
HABITAT FOR HUMANITY OF CAPE COD
IN: SCALE: DRAWN 8Y:
i BARNSTABLE _ i/8°= i'ORNOTED DAVID FALTEN
_—AL— _ _ DATE PRINTED: SHEET#
28 SESAME STREET 21612013
6
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r
lid
Lj
B' 6" 5'-0„ 30'-6"
REAR ELEVATION
d' III,
EJ
m
Y
6'-0" 24'-0" 6'-4" 6'-4" 30'-0"
p
RIGHT ELEVATION LEFT ELEVATION
PROPOSED 3 BEDROOM RANCH FOR:
HABITAT FOR HUMANITY OF CAPE COD
1N: SCALE: DRAWN BY.
BARNSTAkE ` 118"= I'ORNOTED DAVIDFALTEN
ON: ~ DATE PRINTED: SHEET#
28 SESAME STREET 21612013.
44'-0"
5'-5 1/2" 5'-1 3/4" 5'-6" 3'-3" 5'-8 1/4" 1 '-9" 6-2 1/2"
- -- OW SCHEDULE WIN
NUMBER TY ER D COMMENTS
WQ WQ - wQ 1 W01 9 244DH2449 U.30 8.29
10'-0" Y FX3U.28 S.31
a �M 11'-8° I W03 1 A21 9 U.28 S.31
04
q I 8'-5 1/2" I W04 2 AN41 U.28 S.31
24'-8 1/2" I W05 1 C135 U.28 8.32
W06 1 C 235 .28 8.32
KITCHEN DINING oNUMBER 3-0 1/2" - 3'-1' I DOOR SCHEDULE E T
D01 1 1 12868 16210 U 0.16
BEDROOM D I D02 1 3068 S282 U028
DD3 I 1 13068 IS296 I U 0.17
m -
, � Y
6'-5" 41-3,,. 3f o I I
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N I 21068 21068 I
N
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( BEDROOM BEDROOM _Dos _, I
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9
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i 0'-9"LO o I o
Porch aCD
o ° I
N °
• a
- - - - - - - - - -
5'-3 114 3'-5" 2'-7" 7'-4 3/4" 20'-0"
PROPOSED 3 BEDROOM RANCH FOR;
24'-0" HABITAT FOR HUMANITY OF CAPE COD
FIRST FLOOR PLAN
/At: SCALE: DRAWN BY.-
1/4" — 1" BARNSTABLE 1 118"=l'ORNOTED DAVIDFALTEN
ON:
DATE PRINTED: SHEET#
28 SESAME STREET 21612013
DROP TOP OF FND 8"
44'-0"
30'-6" 5'-0 8'-6"
2817 — � L I L - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - P I 1
r - - - - - --- - - - - - - - - - -- - - - - - - - - - - - - J - - - - - -
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- 4 BASE WINDOWS I I
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( _
MIN.48"BELOW GRADE Q j
IBp I SET ON UNDISTURBED SOIL
v I I o f TOP HEIGHT SET IN FIELD
� I 6' 6„ 6, 6„ 6,_6"
J
L — — — — — — — —
- - - - -- - - - - - - - -
2817
24'4' I� 20'-0"
PROPOSED 3 BEDROOM RANCH FOR:
BASEMENT PLAN HABITAT FOR HUMANITY OF CAPE COD
1/4" _ �� � DRAWN BY:
IN: SCALE:
BARNSTABLE j 118 7'OR NOTED DAVID FAL TEN I
ON:
.-_.-__,___..___.._-_ — DATE PRINTED: SHEET# s
28 SESAME STREET 21612013
_ I
- r
ASPHALT SHINGLES MITEK TRUSSES 24"OC
FELT PAPER SEE SPEC.SHEET FOR DETAILS
5/8"PLY SHEATHING USE STABILIZER BY MITEK 6 in 12 pitch
8D-4"EDGE 14"FIELD FOLLOW MANUFACTURE PLAN
co
iX8 RAKE TRIM
iX32ND MEMBER t.
iX8 FASCIA
1 X6 SOFFIT
EAR BOARD
COVE MOULDING d
1 X8 FREEZE HUM
m
j iX6 CORNER _
iX5 CORNER
2l2X6 TOP PLATES 1 X3 STRAPPING 16"OC
ALUMINUM GUTTER L 2l2X12 HEADERS 1/2"DRYWALL
TRUSSES 2"FOAM BETWEEN HEADERS IR-60 INSULATION
2X6 X 92 5/8"STUDS 16"OC
SUPPORTED ON 1/2"PLY SHEATHING
EXT.WALL L SIDING WITH FELT UNDER
R-19 INSULATION t-
2X6 BOTTOM PLATE Co
1/2"DRYWALL
3/4"T&G PLY SUBFLOOR
9.5"AJS 140 APG JOISTS �t
FOLLOW MANUFACTURES
SPECIFICATIONS
2X6 PT SILL
grade 5/8"ANCHOR BOLTS E 3.5"X 9.5"VERSA-LAM GIRT
SILL SEAL 00 3.5 LALLY COLUMN
30"X 30"X12"CONC.COL.FTG. �o
6'-0"
10"SONO TUBS SET ON UNDISTURBED 5'-0 4M
SOIL, MIN.48"BELOW GRADE. 8"X 7'-9"CONC.FND.
212XB PT GIRT 6"X 16"RIBBON FTG.
2X8 PORCH JOISTS TAR DAMPPROOFING
0'-10" 3 5"CONC.
NC FLOOR
00
O
t�2'-6" .—
CROSS SECTION A
1/4" = 1
PROPOSED 3 BEDROOM RANCH FOR;
HABITAT FOR HUMANITY OF CAPE COD
IN: ___ _ SCALE: DRAWN BY:
BARNSTABLE 1/8"= I'ORNOTED DAVIDFALTEN
ON: DATE PRINTED: SHEET#
28 SESAME STREET 2/6/2013
CENTERVILLE,
MA
LOCU5
ANNETTA MURPHY LOCU5
DEED BOOr, 2515, PAGE 125
M5LU: 14E-29-3
e,
'IT" TURNAROUND DETAIL:
Concrete Headwall 0 e Par�
Area of Intermittent Stream
SCALE 1 "=20'
r -4289
Pe DEP File#SE3 F -ane
,are,
P
1� L L lk 11 L
0. V,/
et
(Old Cr nberry 506j)
Jul DR1VtWA\y/
kw � 01
5 �\pKiNG AREPI NOT TO SCALE
F1
7
P
PLAN BOOK 34G PAGE 75
ASSESSORS' ~ 173 PARCELS 7- 1 t 7-2
45.0'�
JAMES t 5EI71NA ROYCE 0FiVtWw1 LEGEND
72 OAK STREET F Ap,�,j N G PFf
DEED BOOK 12G7(5, PAGE 152 ------ EXISTING CONTOUR
'141,
PROPOSED SEPTIC MAP t PARCEL: 1730 10 �32 PROPOSED CONTOUR
own
N L X 12.34 EXISTING SPOT GRADE
SEE SEWAGE D15POSAL SYSTEM w.
PLAN FOP,DETAILS NLO loop
14% 24x5 PROPOSED SPOT GRADE
ob 00 ' 000
am P W— WATER SERVICE LINE
..........
OVERHEAD UTILITY SERVICE
1*0
#2�i� 73 U
C, UNDERGROUND UTILITY SERVICE
7., LOT #4 (NON-5UILDA5LE), C;— GAS SERVICE LINE
TP
Area 5 2,055 5 f
F TEST HOLE BORING LOCATION
7#2-5Q� 5A5 IP#2-1 54 5T SEPTIC TANK
_j PUM
IP#3-5 P�CHAMBEP
LIMIT Of WORK
SAS 501L ABSORPTION SYSTEM
L #3-4
(SEE DETAIL) wo Re5erve RESERVED fOR ff UTURE
SILT FENCE LOT #2 - 9,�Is i
..........
Area I G,224 5f "M V- 00 loop UTILITY POLE
own
um
E3 - CATCH BASIN
*cr
IP#3-3 FIRE HYDRANT
CHRIST CHAPEL INC. 50
#3-1
2 OAK STREET IP#3-1 WELL
7#3-i PC
DEED 500K 10497, PAGE 09 5ENCHMARK; DP
7n, \AINAGE MANHOLE
MAP PARCEL: 173004 L #3
C Top of Concrete Bouna CONCRETE BOUND, FOUND
EL=55,1 t (A5eumed clatum)
ST7
Area I G, 159 5F±
TOP Of BANK
5,j LEGEND _X
j f�p
PROPOSE[) SEPTIC L _j
EE SEWAGE D15POSAL SYSTEM
5 _,Z _X LIMIT OF WORK
PLAN FOR DETAILS So P PROPERTY LINE
FENCE
& PORctj
EDGE Of PAVED ROAD/PA��I(JNG AREA EDGE OF CLEARING
PROPOSED 5' EASEMENT
EDGE OF ',I,, I JKNAKOUNP
+\
35.7 k,
0
rn
50 mvewpyl
2-3 rn
PROPOSED I C'X 12'5HED
rn
opjVEWNY"
PLAN CAROLANN HUCKMEYER
PROPOSED FAF,(,�NG AnA
50 OAK STREET
I O'X 12'5HED .�Q I
CALE 1 '70,
1+ DEED BOOK I 370�5,'FAGE 1 ,57
MICHAEL MATIR
MAP t PARCEL: 173029 i
40 OAK STREET
BE I NSTALLED I KI SAME ,RENC
(2) 1 �5"WATER SERVICES TO MAP � PARCF-'L: 173003
DEED BOOK 2��,5 1 PAGE 04
PROPOSED GAS SERVICE
rM PROPOSED UNDERGROUND ELECTRIC
455W
LOT COVERAGE (5 . f
PROPOSED UTILITIES TO BE INSTALLED
IN ACCORDANCE WITH THE REQUIREMENTS 51LT ffENCE/ER0510N CONT"L DETAIL:
LOT#I LOT#2 LOT#3 LOT#4 MPANY AND THE TOWN
T.,Ve Of THE UTILITY CO
rn Of BARNSTABLE
TYPICAL 5ECTION
0
BUILDINGS 0 1,440 1,440
PAVEMENT G,qG 1 307 40G 0 PROPOSED DRAINAGE
rn GEOTEXTILE FABRIC
(SEE DETAIL NOTES PAGE#2)
OPEN AREA 8,057 14,387 14,313 52,0,58 �:i, SEE NOTE 5
TOTAL LOT 51ZE 15,018 1 G,224 I G,'l 59 52,088 rn SUPPORT POSTS
5' MI 5ETWEEN SEE NOTE 3 FOR LENGTH
VERITAS ACADEMY, INC. I C s WATER
ELECTF
10 OAK STREET FLOW DIRECTION
DEED E300K 2GO83, PAGE 23
MAP * PARCEL: I 730OG A-`,2�-_ A4
IP#AX11
174
T
46X0
rn EXISTING GRADE jOHN C,
M, z
O'REILLY
(4
J�
NO�4frf 33
NA CIV'�L
!40,.4U725 10
1 , 4-,
rn
0-
CON5TRUCTION 5ET :
1 .) LIMIT Of WORK�elIALL BE A SILT FENCE ENTRENCHED INTO THE GROUND A MIN. Of 4-0.
THE INSTALLATION 511ALL BE DONE 50 THAT VEGETATION DISTURBANCE 15 MINIMIZED.
450
2.)CONTRACTOR 5flALL BE RESPONSIBLE TO PREVENT EROSION/RUNOFF DURING
CONSTRUCTION.. PAGE I OF 4
3.)WOODEN SUPPORT POSTS SHALL BE A MINIMUM DIMENSION OF 1-1/8"x 1-1/8"AIR OR KILN DPIED
Of HICKORY OR OAK AND 4 FEET LONG, STEEL POSTS SHALL BE STUDDED "TEE"OR 'U"TYPE WITH
A MINIMUM WEIGHT Of 1 .3 POUNDS PER UNEAL FOOT AND 5 FEET LONG, POST SPACING SHALL
BE A MAXIMUM Ofa FEET FOR WOVEN FABRIC AND 3 FEET FOR NON-WOVEN FABRIC,
M 4.)THE SILT FENCE SHALL BE ATTACHED DIRECTLY TO THE UPSILOPff SIDE OF WOODEN P05TS WITH 0.5
INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS, ATTACHMENT TO STEEL P05TS
Tl-'!'- LAYOUT AND DIMENSIONS OF THE
WILL BE BY WIRE fA5TENER5 OR 50 POUND PLASTIC TIE STRAPS ON THE UP51LOPE SIDE.
rn
-WOVEN OLYE5TEF, OLY YL1fNE, FK01"OSED DWELLING HAS BEEN TAKEN
5.)THE SILT FENCE SHALL CONS15T Of EITHER WOVEN OR NON P F PROP
STABILIZED NYLON,�POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE, NOIN-WOVEN FABRIC MAY BE NEEDLE f,",OM THE PLAN DATED 8/10/20 12,
LOCATION Of EX15TING PREPARED BY DAVID F. ALTEN Mabitat for �Iumanity of Cape Cod
PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF.
f I RE HYDRANT
G.) PRIOR TO THE OCCUPATION Of EITHER DWELLING THE SILT FENCE LIMIT Of WORK SHALL BE REMOVED 4 1 1 Main Street, 5uite G, Yarmouthport, MA 02G75
APPLICANT TO WORK WITH THE TOWN OF BARNSTABLE
TREE WARDEN AND SURVEYOR TO REMOVE AND REPLACED WITH A SPLIT RAIL FENCE,
15RU511/7REES IN ROAD LAYOUT THAT OBSTRUCT
ZONING E30ARD PLAN
51GHT D15TANCE AT ROADWAY ENTRANCE
APPROX, LOCATION 30 GO 90 2(5/20 51=5AME 5TREET, CENTERVILLE, MA
Of EX15TING WATER MAIN SCALE 1 "=30'
J M. OTEILLY & AsSOCIATES, INC
0
el Nit Professional Engineering & Land Surveying Services
O�
0
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
BY: CHECK: JOB NUMBER:
--,.,me 5trcetG715\dw6j\G715Con5tructi n t. w L211 2/20 141 A5 Noted KEf JMO JMO-G7 15
G:\AAJob5\Habtat\5e. 0 Se 61 Cj
>
o ur nL?c 114
1p
_73
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I .
i � I � � �� I � I I. . I�I . 1 �I I � I I I�I I I I I I I . I. I . � I I � I . �I I � I I I I I I � I I I I �I I I I. I � . I .I I I I � I I I � I I I I I 11 I I 11 � I . I I -_ -,
. � . I I I,. ,� � I . � � . I � I I I I I I I I I I I � I I I I � I i
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: � � I I I . I I � � I I . I . I � . I � I I � I I I I . I I . . � � I � I � I
i � I I I I . . I I . I I � . I � I I I � � . I � 11 � � � :
! I I .1 I I . I I I I I I I I � I �I I I I� � I I I I I I I I � � I I I I I I I I . I I I I I I . � I . . �
: . . 1. I . .. . I I I I I I I I . I I I I I I I . I I I I . I I I I . I . I
: I . . I I . I I I I I I . I I � I I I I I I . I �
iI I I I� I I . I I I I 11, I I I .1 � �. I � I . � � I I I ,� 11 1. I I . I I I . I I I I I I I � .1 I . . . � I I . � I I I I I I I . I - I I I � I � I .I � I I I I
; I -_ --- I I . I � I� I I . . I
� . I I I I I I I � I . I I I I I I I I I I . � I I . I . � �
I �I I I I I I I I I � - � . . � I I I I . I I I�
! � . I I I I� � . I � . . I I I I I � I I I �I I I . I I � I � I I I I I I I � I I I . � I I � � I I I I I I I � . I I - :
I . I � I I I I . . I � I I I � . � I . � I I I . . I I I I I �
I I � I � I I � . � I I � I I I I � I I I I I . I I� .1 I I � �� I I � � I I . I I I . I. I I I I
� . I I
i � I I . I I I I � I I I I I I I I 11 . I I � I I I '' � 11 . I . .. I . . 11 1 . �
; I I . � I � � , �
� DRAINAGE CONSITRUCTION NOTESI : , 5EFTIC 501L T�SiT LOG5 : . I � I I . I - I I I I I I I I � - .1 I I 11 11
: I . I 11 I I I I I I "I I I I � .
i . I I � 11 I � I � . . I
! I I I I . I I � � I . I I I I I I - I I I I I
: .1 I � � � . I � I� TEST HOLE 2-1 : EL=53.2± I � I I . � � 1, . I � I I � I I I I . I . I I I I I I
I I . I I I I
i � . I . ' I � I I � I I I I I I I I I . . � �
: I 1.) CONTRACTOR SHALL BE RESPONSIBLE POP,VERIFYING, LOCATING AN[) PROTECTING DEPTH FROM 501L , SOIL I I SOIL 501L OTHER � I I I I I - . I � I I � . I I . I . I
. I . I I � I
I I I I
I I I I
i I I �
! . ALL A60VE GROUND UTILITIES PRIOR TO AND DURING CONSTRUCTION. CONTRACTOR I SURFACE HORIZON TEXTURIf I COLOR MOTTLING I I I I � � .1 I I . I I I 1, 11 I I I I � I I .
I I I I I I I . I � I �
i SMALL CONTACT DIG-5AfE, ON TARGET LOCATING AND BARNSTABLE WATER DEPARTMENT, (INCHES) 1 (U51)A) 1 1 (MUN5ELQ 11 I I I I . I I � I
i . I I I I � I � I
I I �
. I 11 I
I I I . � I I I
�
I
I � I I I I I I I I I
: I AS.APPLICABLE, FOR MARKING OF ALL PUBLIC AND.PPIVATE UTILITIES. . I I 0-I G" A LOAMY SAND I QYR.3/4 NONE . I I I TYPICAL ROADWAY PAVEMENT 5ECTION I I � I I I I I I � I I - I I I I .
iI I . I � I - I . . I � � :
: � � I 11 11 . � I I I � � I I I :
i . . 1 2.)ALL COMPONENTS, SUBJECT TO WHEEL LOADS, SHALL BE RATED H-20� I I I I I G-48" I B LOAMY SAND - I I 0YR 5/5,NONE 20-30%!@ravel I I . 1, . I I � 11 . I I . . I I I I I �
i . I I I 1� . I I I I 11 I � I I � . I I � . I I
. � I
: � I . . - I 11 I � I � I I .r 48-J21 I Cl 1MEDI M/CCAR5E5AND I I OYP,,5/G I NONE I I I . NOT TO 5CALE I I � � I I I
iI I I I I !
I . 3.)ALL WORKMANSHIP PROVIDED SHALL BE IN CONFORMANCE WITH THE TOWN Of I I . I I I I I I . I . . . � . I I I I
! . I I I I I � I I I � � I � I � . I I
: I I TEST HOLE 2-2: EL=54.0± . I I � I I � � I I I . 11 I I � I . I I I I .
i BARNSTABLE'S D.P.W. SPECIFICATIONS. I � . I . I . I I I I I I I I I � I . I I I I I I I � I I I I I I
i � I � I . � I I I - I I � . I I I .1 I I I � I
I I I . � I I I DEPTH FROM 501L SOIL SOIL SOIL OTHER � I � I � � I . . I I I I I � : I I - I I �. � � I .1 I I � I I I I � I I � !
; 4.)ANY MODIFICATIONS AND/OR DEVIATIONS FROM THE PLANS SHALL BEIREVIEWED � � I I I . I I I � I I I . � . . I I I I I I I I
i � I � I I 5URfACff HORIZON TEXTURE COLOR MOTTLING I I � I I I I I I I I � I
: � � I AND APPROVED BY THE ENGINEER I I I 111� I I I 11 I I (INCHES) � . (U5DA) � I (MUNSELL) I I I I I . . I � I I 1� I . � . � I . �
! I I I � I 1 . I I -1 - , I � I I ,� I � . � . I I I.. I I I I 11 . � 11
i1 I . I � � 11 I ' 0-91, 1 1 1 1 1 1 1 � I � I . I 11 I I � I I I I I I . . I I .1 I . . . I
� .1 I 1 5.) COVER ALL LEACHING PIT5 (If UNDER PAVEMENT)WITH 24" DIAM. CAST IRON FRAME A - LOAMY SAND I CYR 3/4 NONE, I I � I � � I I I 1 -0 t I . I I - � I I � . I LEAC[IING GALLERY DETAIL. I �
i . I � I � � I I I I I �� I I I IS I - � I I I . I I I � I �
: � � AND COVER RAISED TO GRADE (1-1512 EJIW LK I I CA OR EQUAL). I � I 1 9-39" 15 LOAMY SAND I . I OYR 5/6 NONE 20-30%oravel - I � � I . I I I � I I � I � 11 . I I � I I I . I I I I I �I� I . I
i . �' I . I I I I I � I 1 39-150" I CI I MEDIUM/COAR51f SAND I 1 .0 . I I I I . � 11 I I I 11 I . 01 I I . I I I �
i . � I I G.)THE LEACHING BA51N5 SMALL BE SET FULLY INTO CLEAN SAND. DESIGN ENGINEER I . I � _L I OYR,8/G I NONE I Perc (@ C.G", . I � I I - I I I . I 11 .0 � 11 I �� I � I I " � I 5CALE: I " = 2 , I I I I � � . � :
i I . I '' I I I � : ----*N-- - - I : - I I � I .
i I 1111W No I I I � I � . �
I �
I I I . SHALL,INSPECT THE 5011-5 APOUNDAND BELOW THE,LEACHING FACILITY AS WELL� � � TEST HOLE 2-3: EL=49.9± . I - 11 � I � � . . I I I I I I I . I 1 71 - I . 7 � 0-0 I I . I � � I I . . . � � . 11 I I . . . I I � . I . I
- . I I ROAD SHOULDER SHALL 15E GRADED I I I I . I I I � I I I . � I :
� I AS GROUNDWATER,ELEVATION PRIOR TO FACILITY INSTALLATION, DE51GN ENGINEER SMALL DEPTH FROM 501L SOIL . I I SOIL SOIL OTHER, I I I I I � � � I I . � I � . I
I I � I �
I I I I I : TO MAINTAIN 5TORMWATER ON51TE . I ,�� I I I - ROAD SHOULDER SHALL BE GRADED . 1 . I . - . . I
I I . SUBMIT INFORMATION TO THE TOWN ENGINEER DETAILING THE SOIL AND WATER TABLE . SURFACE HORIZON TEXTURE � I I COLOR MOTTLING � . I I . - . I 11 I I � � - .TO MAINTAIN STORMWATER ON51TE , , o I I I I '/ ,50' � � I . . . . I
� I I INFOP ,fACE DRAINAGE. I I (INCHES) 1 . � I �(U5DA) . . . (MUN5ELQ , I . � I . I I I � � I I I - �
. I ,MATION AT THE LOCATION Of THE 5UBSUP I I � . I I . . I - I . I I I I I I � I I I I I � I - . I I � I I . I I I �1. I �I � � I :
. I I . I I I . I � . I I I � I I . � . �
I . I I 11 � � I � . "A SANDYLOAM . IOYP I I I --I � � � I � I � . I . . I � . I I I � !
I I � ,41G N . I . I 1 21 !
I I � I 0-I G" ONE I ' 1 11411 . 0 L,4' L, 6' 1,4' , 9' L,41 ri 21 . I
'
. I I I . .I G-34" Be SILT LOAM I OYR G/I NONE . I I I I . I . .. \ "I'll . I 11 . 1 1/4" PER I`OOTIPITCH I � PER FOOT PITCH � I . " 1"'_1 1, I . � . � I I 1. 11 I I I . � 1, , L.4' 1, G' 1,4' 1, G' 1,4' 4 1, G1 � . I I I j
,
� � CATCM BA51N AND LEACHING ,NOTE5@- I � I I 5ERM I *11 - . - , , � / I I I I . � . � I o"o, -_ I 11 e_ . I I I I � I I
� 34-GO" I CI I MEDIUM/CQAR5E SAND I I OYR 7/8 1 NONE I Traces of Silt � �I . � . � \\ __- -- i //,' , , � 3" HIGH BERM (AS SHOWN) ,, � I I . I
i I . I I I I �
I � I I I I� I / I . I � I � I I I I I I I . I I I I � I I I I �
� -
I I I I -- I 5 I LTY CLAY LOAM I I I OYR G/2 I NONE I I I -
� I I I I I � . . � r GQ-I 5G" I Q -1 I I I I I v.. .I i .. i,- '. ....: %'"..-- I...1:--1 ".. ,". -,;.,- " ... , X _1.� . .. \\'<,e' I I � . I . . I I I �� '�,4 _111*' ,� ;� �_ I � � I �
I � � �'.. .1 " - .''... . . '�' . , .. ," ". . , , � "';'' " .... ".; � ., ...-'' ....... . . I � I I I I I I , ' 'A' ,'',' ��� r �"',z". I
I I - ' , . .:-"'-`.-' , .. . . . � ,,.-"'�"'.�:-.'A"-"; ; ,'t:'.'' . . I I .�� I " 16 �
I .. . . . '. , . .. . . . 1.� i
.
. I BASINS, LEACHING GALLERIES, AND TREN . I . ..:. . ... 91 .. .... .. - , ,� . ".'". � I I I �� - j "'I", 1. I . � 11 I I
� I I , '.- .., . * """, , " ' . . I 1. . �
� I I I I I I . . I I . ... ..... ... .1 .. .:'; ...�.: '". ......;:...":�''.'---_'-'-..'..'-' '-..." , " - ", .. I .,- ... . ..I.,-.-*.,-'I.". "'�* . . I � I 1 - ��"'' I � I
TEST HOLE 2-4: EL=53,7± I I . I I - .' , ' I : .e.....- I I � � I � I I A
ROADWAY SMALL 15E BACKFILLED, AND COMPACTED I.N G-INCH LIFTS. COMPACTION , I I . . I I .,-.-,- . ..'.. : I 1".. '..'. I-, .. -.., ,.'-`* - "-:'� ",*. ",-:'......'L V. .. ......' I- , � , I , ,I � I I 11�111 . 1 r�'%' "�n , I I . � :
� 1, I
� I . , " """"."",."', ""'.,..,. .. . . .'.'"'.�0� .. ' ' � . � I . ", I
� I I 1 .)ALL PROP05ED CATCH CHINGACRO55 .-,.. .."'..-,.. .."...-" ... - I:,".1). ".'"*""' , ,"
I I � . .:.. '...... ".... �-"-.-. .�"_111-� ' ,- - - , , . 11 l , :"'�
I I .:.. . , . . I I I A-
' I I ' . , . . I : I I �
I I I DEPTH FROM SOIL SOIL SOIL SOIL I : ;'..: . . .. -'�- , .'-.--"-'---.-----". . -':, .: .." . . I , r" 11 ��," I
. I . SHALL MEET 95%STANDARD PROCTOR REQUIREMENTS, ALL BACKFILL MATERIAL ,I . . � I I I . . � I I '. .. .; .. ...........' ......'..... ".....' , : .. I I . I I I I � , . _��" , �",O�' 1, �
I SURFACE HORIZON TEXTURE I COLOR MOTTLING . � I . I . I I I I � . � I I I . �. I � ,,,, _'�", I I
"
I I - � � ,,, , . �
I I SMALL 13E DENSE GRADED GRAVEL WITH A MAX 51ZE Of 3/4"OR ENGINEERED 11 . (INCHES) I I � I (USDA) I � (MUNSELL) . I � I I I I I I � I 1 1 .5" f 1N(5H COVER (ROLLED) � � I I No- 1 .0 I I � � I � I I I 11 I � I - � 11 I I . 1 I 1. . . I I I I I I . I � - � . I � 1 I ,� I . . :
I I I I . . I I
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I I APPRO.VED�EQUAL, . I . I , I I�I ..� I . � � I I 11 I . 11 I �.I,�I I 11 ,� �I 0-1 4" A _ LOAMY SAN D I . � I OYR 3/4 NONE I I�I I I . I I I I 11 1 .0 I I -'"*- 2.5" 5INDER COU I R5E (POLL I ED) I I I I �I I � �. I 11 ''�'. . I I .1 . I I . I � I . I � I I � I I I I I: I . . I � I � . � � �I I � . j �
I 1 2.)THE LEACHING 15ASIN5 SHALL BE SET FULLY INTO CLEAN 5AND.'DE51GN ENGINEER , 14-42": B LOAMY SAND I I CYR 5/5 NONE 1 . .I � I I I I I � I � I �, I I NOTES: I I . I I I I . 11 . � � . I I � I . I I . I I . I � I
I - - , � . I I I � I I I I � I I
I � [ . I I � .1 I � I � . � . � ;
I 1 .42 11 � . I � . . I � I � � ,5" PROCE55ED STONE (SL15-BA51f) I � � I I I I I . ' . I � � � :
I I I I �
I . � � !
SHALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY PRIOR TO .1 . -12 . CI I MEDIUM/COAR5E SAND I I CYR 81G I NONE , I I � I 1 .) PROPOSED,STONE 5U5-5A5E SHALL EXTEND PWIDER THAN TH,E� � DRAI NAGE 501 L TEST LOGS I :
I I � . I . I . . I . I 11 � 11 I I . j . I I I . I I � � � - � . . � I
FACILITY INSTALLATION. �' I I .1 � I . . .1 � I , I . I '' I I � � I I . : � I - � I � (2) 4" LIFTS, I PAVEMENT IN ORDER TO 5UPrORT THE PAVEMENT EDGES. I I I I I I � - I I � . I I . I . :
I I I I I � . . I I � TEST HOLE,2-5: EL=53,0± I I . . . I � . I �� I �
� I. I I I I I I I I . I � � I � �I � I . I . � I I �
. I I I . I - I . �
� . 1 3-.)THE CAST IRON GRATE FOR THE CATCH BASINS SHALL BE LOCATED 50'THAT � I - - I I I I � I � I I � -TEST HOLE 2-1 : EL �48.3± 1 1 1 1 �
. I I I . I � I I I , 1 . I � � 1. � I ;
� I I I I DEPTH FROM 501L . SOIL I I � I I I � I I � - - . � � :
, N 5'TOPMWATEP, � I I �
. THE CENTER OF THE GRATE 15 AT THE GUTTER UNE Of THE ROADWAY SURFACE (UNLESS , I I SOIL 501L OTHER I � � 11 I 1 . I (MIN) 4" CLEAN SAND 5A5E - I � I . 2.) ROAD SHOULDERS NEED-TO BE GRADED IN ORDER TO RETAi , I I � - I DEPTH FROM SOIL . I I I
. I I SURFACE , HORIZON TEXTURE � I COLOR MOTTLING I I I I I �. ,� I � � I I I . I I RUN-OfF ON-51TE, � 11 . .. . I .� � � . 501L I I I SOIL � SOIL , OTHER I I � �
I I I . I I I �' I � I I � I � I I 11 � I� � SURFACE HORIZON TEXTURE I � � I . I � I
I I I OTHERWISE NOTED).I I . � ; I � . I 1, I I . I I (INCHES) , I (USDA) 1 . I (MUN5ELQ � . ,� . 11 I I � I I I I � � 1 I I I . - 11 I I I I I . 11 - � I COLOR MOTTLING I . I I �
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. . � .1 I I I I � 11 I 11 I . I I ,. I I I � �, I I I � - I � 11 . � � I. I - . I I I I � � . I I � . I 1 2.) DESIGN ENGINEER TO INSPECT THE ADEQUACY OF THE ROAD BA,51f PRIOR TO � I 11 I � 1� I . (INCHES) , (USDA) I I (MUN5ELQ . � I I I � I � I I
1 4.) ALL CAST IRON FRAMES AND SEALS FOR DRAINAGE COMPONENTS SHALL BE FINISHED . 0-1 3" � �A LOAMY SAND � I CYR 3/4 NONE I I I . .1 I I 1 . . I I . I I . I ,� '' 11 � � � I �
I 1 -711 A LOAMY SAND I I ;
I I I . I I �. � I 11 I . I I'� . I I I . � I I . I 0YR . I I I � I I I I I I � . THE PLACEMENT Of PROCESSED 5TONE, I . I � I I � I I . I . . . Q �i I � I I 0YR,314 NONE . . I I I . . � I I
I I - I 1 13-43" � I 5 LOAMY SAND 5/5 NONE . : I I . 1 � I � I I � I I I I . . I I I I I I I I I � I I . I . !
I
I �' I WITH MORTAR CEMENT� , " I .. 11 I I 11 o .: I I- - I I 11 11 I . . I I . I � I I 1,. I 1 . I I I I . I .� I I .11 I I . I 1 '17-3011 � B LOAMY SAND I I 7.5YR G15-NONE Perc, (& 2811 1 � I . . I � I � .11 I
. I . I I . I I I I �
I I � I. I I I . I I I I I I . - . � �
I � . I I I . 43-125" I Cl I MEDIUM/COARSE SAND "I CYR 8/G I NONE , I Perc (@ 73" ___j , I � I . I . I I � � � I I I I I I I -10 I I I I �
I . 5;) CATCH BA51NS GRATE5 SMALL BE PLACED OVER FiLTER FABRIC UNTIL ROAD 15 PAVED , . . I I I I I . I I� I I � I I I I I .� - � ; . I � . I � 1 30 G" Cl MEDIUM SAND . I CYR 7/G . NONE I I I �I I I I I I
. � ' I . I � I I I . I . . . I I i
I I I � I . I � I � I I I., � � I I
� WITH BINDER,COARSE, CONTRACTOR 15 RESPONSIBLE TO MAINTAIN THE FILTER FABRIC. TEST HOLE 3-1 :, EL-50.5± I . I I I I � 11 I I I I I I I I I . I I I I � I I I I . I � I I I . � I [-_.,,,I OG-I 50 I C2 I 911 T I OAM � ----I I QYR 7/4 1 NONE � I I I 1 17, . L � i
I I � I . � I I I I I I - - - -__ � I I I I I I I� . . I I I � I I I I � . . I I . I I - I . � � I
� � , 50 SEDIMENT DOES NOT GET INTO CATCH BASIN. I � I DEPTH FROM 501L SOIL I 501L , SOIL . OTHER . I I � I , � . � I �, I I I I � . I I . � � . .1 I I I � I � ,�. � I I I � I
� I � I � " I � . I I I I . I 11 I I �. I I I I . I I I .' . I I � I I . 11 . I I I I . I . TEST HOLE B: EL-45.8± I I I 1. I I 1 . I .1 I I . 11 I !
: I I � I I I . I I .11, I I�. i . I SURFACE HORIZON TEXTURE ' I I I COLOR MOTTLING I I I , I I 1 . I 11 I I . � � I I ' 'I I I I � I �. I.I I I � 501L 501L �I . � I I � .
� 11 I . I
. � I I I . � I I � I I I I I I � I I (INCHES) , (USDA) ' 'I � (MUN5ELQ . I I 11 � I I : , � . I - . . I I � I � 11 I ,� .1 . I I I I DEPTH FROM I I 11 ;
I � I � . I � I I I , I . I I � I I I I I .1 I � I I I . � � I I 11 - 501L 501L , OTHER � I . I I I I �
� I � . � � I . I I � I . I I� I ' MOTTLING I .
� I I � I I I - I I I � I % I 0-4' A LOAMY.SAND I OYR 314 NONE - � I I I I . � � . .I I I I .I . I I � � � I I � � I . I e , SURFACE , HORIZON TEXTURE I I I COLOR I 11 . �. � .
� I I I � I � I I I I � I I . - . 1 . . I- I � I I 11 . . . I I ,� . �I .I I I I I I . . p . I � � I � � I (INCHES) � I . (U5DA) � I � .1 . .1 I . I 11 � � :
I ! I� � � I I I I 11 I I " � I I I I I � 1 4-24" 1 5 SANDYLOAM � I I OYR 5/4 NONE � I � I I I I I � I I I I I . . I I 11�� I . I� I ''I I I . I 1, I � - I . - . . (MIUN5ELQ , , I � - � .. I I � i
I � � I I I I . . � I I , I �
! � � . I I I �.� I . I I I . I'll 1. I I. I 11 I I � 24-5011 Cl MEDIUM/COAFSE SAND I CYR 5/G - NONE .1 : I I � . .. � I . I . I �'� � I. I I I I �11 . I� 11 I I I . I � I I.1 .- I I I � I ,� 0-101, A LOAMY SAND I I QYR 3/4 NONE , I I - � . I I � i
, . I I I I I I �
. I I I I I I I . I I I I I - � � I I I -1 - --_________ I I I . � � I I . � I I I I I � I �I - I � . 10-28" � 13 1 LOAMY SAND � . I OYR 5/8 NONE I I . . � I �
: . I . � 11 I I I � 1 50-95" 1 C2 I SILT LOAM . I I OYR G/I I NONE , I . ' � - . I I � � I I I I � I I 11, I� � I. I I I .I . 28-12911 . Cl , MEDIUMJCOAR5E SAND I OYR 8/G NONE Perc (& 45" 1 � I
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: I I .� I I I I I I I I I 11 . ,� I � 05-13G" I C3 I MEDIUM/COAR5E SAND I I OYR G/8 I NONE I GW STANDING P 12711 _d I I . I I I I . � I I'� . I I I � - I I . I I � 1. I � I I I
I � I I . I I .1 . . 11 I I I I . I I I � I I I I I � 11 I I I � 11 11 11 I I . I I . , � � I � 1 I I I � I I I �
. I - I � . ". I I I I : 1 � - I I I . I I I I I I I � 11 I I I I I � . . I DATE OF TESTING: 2/1 1114 - � I I I I �
� . I I 11 I I I � �� I � TEST HOLE 3-2: EL=5 1_0± I : - I . .� I I � I I I 1. I , I � � i
� . � � � � I I . I � I . ,� I ,� .I I I I I r � I I I I � I I � . � I I I 11 I I I I 11 I I.. 11 I I 1. I I I PERCOLATION RATE: 3 MIN/INCH IN "B*C I"LAYERS .1 - I 11 I I I I I I
I 11 � I I I I I I I I I DEPTH FROM 501L 501L . SOIL SOIL OTHEk . � � I I � I I I . � . I� I I I 11 I I . I I I I. I. I I I . I I � . I WITNE55ED BY: KEITH E. FERNANDES, PE,J.M. O'REILLY t ASSOCIATES, INC. � I .1 I I I � I I �
I I I I I I � I I � . � I I �� I � I I � I I I . I � I � I 11 I 1 . � I . i
i I I I � I I I I I ' 'I I SURFACE HORIZON TEXTURE . I- . COLOR MOTTLING I 11 I 11 I I I . . .. . 1, I I . I I I � I I . 11 I � 11 . I I I 11 I � � � I I % . . I � � � I 1
; . � I I I . I I I I � � � I .1 � I (INCHES) I (USDA) (MUN5ELQ . ,� I I 11� I I I. . I � I I I I � I I I I I I I I I I . I . 11 11 - �� � I . . I I I I . I i � I I I .. PERCHED WATER ENCOUNTERED @ EL=39.5 ± IN TP#A I I � . . � . 1 I � . i
; . I � I I .. I - - - I i, I . 1 . . I� I I I I I I � 11 - � I . I ' 'I � � I USE A Q-R.ATIO LEACHING AREA Or 0.5 fOR THE PROPOSED SUBSURFACE STORMWATER DRAINAGE, I j
I � I I . � I I � I - I . I I
: I I I I I I I 1. I I � I I � I I I � : � 0-411 1 1 A LOAMY SAND _ I OYR 3/4 NONE I I I I I I � I I� � � I '� I 11 I I I � I I I I I � I � I I I 11 I- I I I I I I �I I I . . I I I . � � � I .I I � I I " I I I I . . I I I �� . . � � I 11 I �
I I I I I I I I I I I I I � I I 11 . I �
� I . I I I I . 11 I I � I I .1 4-1 G" , , 5 SANDY LOAM I I I I OYR 5/4 NONE , I � . �_ I I I � I 1. 11 I I . �I . I I 11 I I . � I I I I . I I I I � I I I I I I �
I I I I I I 11 I I I I I I I . I I I I � I . I I I I .1 - �
I I � I I I I G-E)8 I Cl MEDIUM/COAR.51!SAND I I OYR 81G I NONE I � I I� � . I I I I I I I I I I I I �
iI � . I I � � 1 . . I I �
11 � I I I
I I . .
I
I � I I I I � � I I I I . I i
. � � I I . --7- 1 1 OYR G/I I NONE I GW STANDING (@ 130" :. I I I . I �
: I I I . I 98-130" 1 C2 I 15ILT LOAM . � I I I . . I ''I I � � I � I I I � i
I I � � I
.
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: I , � I TEST HOLE 3-3: EL--52,1 ± I . . . � I I I I . I . I I I I �
: . I I I I I . I I � � � � I I �
I I I . �
I I � I I I I I ,� . I � DEPTH FROM 501L SOIL, I SOIL OTHER I I I . I . � I I I � I � I . � i
, I
� 11 I �I - I SURFACE , HORIZON TEXTURE I I I COLOR MOTTLING .� 11 I I � � I � I I I I 11 . 11 � � . ii
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. I I I I I 1� (INCHES) (USDA) , I (MUNSELL) " I I � . I I I � �
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I I
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I . . � I I I � I I �� I I I . � Q-4" 1 1 1 A LOAMY SAND I I OYR 3/4 NONE I I I . I I I I . � I . � I I I� � I � I I I I I � �
� � � I . I I I . I � I I I � I 11 �. . � I r I I I I I 11� � I I
I � � I I � I I I . I I . � . 4-40" B SANDYLOAM I OYR,5/8 NONE, , I I I � . . I I 11 . I I I I I I I I � � � � I I I . - � I I I I I !
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. I � I I � . �
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I I � I . � I 1 40-140" 1 Cl I MEDIUN/VCOAPSE SAND I I OYR,5/G I NONE I Perc (@ 60' . I . 1 I I I � I I � I . � � . . . � . I i
I I I I I
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I I � .� �I I I I TEST HOLE 3-4: EL=54.1 ± I I � � I . I� . I I I � I I 11 I I. I I � I I i
. I . I I
I - I . i I I �
I � I I I I . I I I I I � I � I I
I I I I . � � DEPTH FROM SOIL, 501L I I I SOIL SOIL OTHER . I I I I I I I I I � I I I 11 I I I
I . I I I I ,
11 I . I I I I
: I � . I I I � I . � SURFACE HORIZON TEXTURE . COLOR MOTTLING � I I I I � I I � I 11 I I I �
: 11 . . I I � I . I �
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I I 11 I - . I (INCHES) , (USDA) : I . . (MUN5ELQ , � I I I I I I I � � I
: : I � 11 I � I � � I I I I . . I . I I I I I � I I �
! : I I . I I I I I I � I 0-5" 1 A LOAMY 5ANID �I I CYR 3/4 NONE �I I . I . I I 11 � I I I I 11 I . � . � !
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: . I �' . I I I . I . 4 1�1 2 1 11 I C,I I MEDIUM/COARSE SAND I I CYK,5/(� I NONE , I I I I I I I � I I I � � I � I I I I . . ;
I : I . 1 I � � . I � � .I I I I . . I I .. I I I � . . I � . . I . I I
�: I I I I I I � -54.1 ±. I � I � I . . � I I I � .1 .I . 11 . I I I I . . I I I . 1 I I I . I "I . I I I I � � � . I � ,�
I : � . . I I � JEST HOLE3-5� EL . I - � � I � I . I . I I I . . I " 1. I I . I . I 11 I I - . . I I I I :
. I � I I I I I I I I I � I � : � I I I . I I I . I 1,� I � . � I I I . I . I I I � . I .1, I% I I I I ;
� . I � -_ - . I . � I . 1 I I � I � I . I . I .1 I � I � � I
! I I - I DEPTH FROM 501L 5CIL I I SOIL SOIL OTHER . � 11 I � I I I � I I . I I I I I I I . I I . .1 � - I I � I I I � � 1. : I � � I - � � "
! I I I I I I P I I I I I I I . � . I I 11 I I I . . � . I I I I � I I . . . I � �(
I � � . I .
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� . . I � I � I I SURFACE HORIZON TEXTURE COLOR MOTTLING I � � � � I . � � I I 11 .1 . � I I I I I � I I 11 I .1 � I � I � I I � 1. I . I I �
� . � I . � (INCHIE5) I (USDA) � , I . (MUN5ELL) I I I I : � I I I I I I . . . . . I . I I I I I I � � � � I I � 1 I � � . I I
i . I . I I I . 11 . I I � . I . I � I . � � . I . 4
1 � . �I I . I �11 � , . � I I � 11 I I I I I I� I 11 1. 11 � I . 1. I I I . .. - . � .11 1. I . 11 11 � I I I � I I I � I . � . I . � I I I I I I � I . � 11 . I � ii
I . � I . � I - I . 0_G11 I I I 11 I I I � I I I . I . I I . I I I I �
� I I � � I . . I . � .1 I I . A LOAMY 5i',,.�.,'D I OYR 3/4 NONE . I I � . � . I � I I �, . I . � I I I .
i . .11 I I . � I � 1. 1 I I I I I I 11 I I . 1 . 11 I I .I � I � � I I I I 11 I I .� I � I I I I I �, I . � I i
! � . . . I . I - I I I I I I I I I I I I I � � . I � I ;
I I � � . I I
: : I I I I � � I I I . I I � � I I I I I I � I. I G-.42!' B SAN572LM , . I I OYR 5/5 NONE - . I I I I I � I I I I - I I I I - I .� I . 11 _ I I .1 11: I I I �� . . I �� I 1 . I I I I I I I
! . I � I I 11 � I
iI � .1 . . I . � I I I I I . - I I , I I I I I I I � I I 1 . I I 11 � 11 � . I I I I . . I I
: I . I � � I . I I I � �
: . I . I I I I , I 1 42-112211 - C) ,.- MEDIUMICOARSE SAND I CYR 51G . NONE I Perr- 0P) 72" . I,- I I I I I I I . 1 I I I � 1 . I � I I . I I I � .� CATCH E3A5I N �
i I I . � . � I . I � I I I . I � 1. I I I 11 . 11 � I - I I SICHEDULE �
iI I � I I - I I I I 11 . 11 � I . I I I I I I I . � I I I � 11 I .1 . - . � � I I I - 11 I � � ;
i I I � � - � . .11 I ,� � ,� I I I I . I . DATE Off TESTING: 4/30/13 . I I I . I 11 I � . I I � . I I I I � 11 It � I � � I � I . I I . � . . I I I I I � � I I I I � . � � I i
� I I . I . � � � . I I . I I I 1. I I . . - . !
: I � � I 11 I I PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN "C I" LAYERS IN TP#'S 2-1; 2-2, 2-4 2-5, 3-2, 3�-3, 3-4, * 3-5. 1 1 . � I . I . � I I � �� "��'� . � � I I � I � I I I I I I I
i I I � � ,I i
! . I I I � I � I I I I I I '' I I I I . � I I
: . � I � I � I WITNE55ED BY: KEITH E, FERNANDES, PE, J,M. O'KEILLY*ASSOCIATES, INC. I � . I I I I I I 11 � . � . I . I � . � I I CATCH 5A51N KIM EL W INLET INV. W , I � i
I I .�
I � .. .1 � � I I I I I I I . 11 � . I I 11 I I . 1, I . I I � I I I � I I .1 I I I I I 'll I , , I � � � I I 11 . I � .1
I I I - . . I
� I ; I I I , I . I I DONNA MIORANDI,AGENT, 5APN15TABLE HEALTH DEPARTMENT . I I I � . � I I I �, . I I � I � � I CATE3(5) I t2 . 48.0± , . ' 45.5± 1 1 � . i
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� I GENERAL NOTE5 : _� � � I I 501L TESIT LOG5 : I � 5Y5TEM DE51GN CALCULATION5 : . . I � . I I I � Q I
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I I I . . I 11 � 11 I I I I I - I I I I I I � I I � I I I I � � I & � . I M
i . I . � I . TEST HOLE 2-1 : EL=53.2t I . I SEWAGE DE516N FLOW: I I - � I I I I I � � a LOCLJ,5
A.) NEITHER DRIVEWAYS NOR PARKING AREAS�ARE ALLOWED OVER SEPTIC SYSTEM I I __ I � . . I I . I I . I I . I I I
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� I � I I DEPTH FROM SOIL SOIL SOIL OTHER � 3 BEDROOM D7LUNG @ I I 0 GPD = 330 GPD � I I I I I I � =a
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I I UNLESS H-20 COMPONENTS ARE USED. I . I I I I I I I SURFACE HORIZON TEXTURE . COLOR MOTTLING I � I � � I � I I I . � I� I I 11 I I r_
I I I I I I 11 LEACHING CAPACITY REQUIRED: I I � I . � I � I
i - . I I � . � � (INCHE5) I (U5DA) I� I . I I � (MUN5ELQ I � 11 I I . I . I .1 � I I I I I I I I I .0 I I . I
� B.)THE DESIGNER WILL NOT BE PE51PONSIBLE FOR THE SYSTEM AS DESIGNED UN- 11 . 3 BEDROOMS (MAX.) @ I I 0 GFD = 330 GFD REQUIRED I I . � I I I I
� . � I � LOCUS 2
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� � LESS CONSTRUCTED AS SHOWN. ANY CHANGES SMALL BE APPROVED IN WRITING, 0-I Gil 1 . A LOAMY SAND I OYR 3/4 NONE � I I I I I � � I I � . . I � � I I I � . I I 0 1 1 . �
� , � I - � I 11. I �I I I G-48" I I 5 LOAMY SAND I CYR 5/8 NONE 20-30%(gravel - I SEPTIC TANK CAPACITY REQUIRED: I I I . I� .I I I I I - : I I I I I I . I I I I I I � � I I I I . � � .I I I I I 1,I'. I I I
! I C.) CONTRACTOR SHALL BE RESPONSIBLE FOP,VERIFYING THE LOCATION OF ALL .-. I DAILY FLOW = 330 GPD @ 200% = GGO GAL. REQUIRED I I � I I I I I . I I I I I . I �,,_, ,
i I I I 1 48-12 1" I Cl I IVIEDIUM/COAS�31f SAND I I 0YR 8/G I NONE , I � � I I I � � I I I I I I I � I I I � I
i . UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. I I I I I I I . � . I I "I I I I . . I I I I . I I I F, I ;
i I I � . 11 I I � . SEPTIC TANK CAPACITY PROVIDED: I � I � � I I I� I I I . I I I � I I I I I . I , I
II . � 11 . 1 I� I I I I I I . I I I I � � I I I � I . I I I � I I -_
I � . I TEST HOLE 2-2: EL=54.Ot TANK I . I . 0 - ar�
I I I I . . I . 1500 GALLON SEPTIC (MIN. ALLOWED) � I I I . . � � I I I � I I � I I I /,,:1
� . � 11 I I . DF3PTM FROM SOIL SOIL � 501L 501L OTHER, � I I PUMP CH M5ER CAFAC I I I � � � I � I .� � - I I I I 11 I I I -I I I � � .1 I 11 - I � I . I I I . � 11 0aa
� . CONSITRUCTION NOTE-S �., . - I SURFACE , HORIZON TEXTURE � COLOR MOTTLING I I I A ITY PROVIDED: I I I � I' ll , I I.. I I I I I I I I � . I I I . I I � I 11 11 I � I . . . ��r\e I I I �
I � . I I I I 000 GALLON PUMP CHAMBER TAM7 . I I I I F �
� I � 1. I I I I . I . I � (INCHES) (U5DA) I (MUN5ELL) I I I I I I I 11 I �.. I �, ��, I I I I I I I I I ,ac,e � .. I I
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� . I . 1 .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, I I � . 0-011 I - A , LOAMY5AND I I CYR 3/4 NONE . . I LEACHING CAPACITY PROVIDED: I I I � I I I ,� I I I 11 I . I I . I - I � I � I I
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TITLE 5, AND THE REQUIREMENT5 OF THE LOCAL BOARD Of HEALTH, , � 1. I 'a-3911 5 LOAMY SAND I I - I 01YR 5/8 NONE 20-30%,Iravel � I I I I ONE (1) 25'X 12.(53'X 2.0' LEACHING CHAMBER CAN LEACH: 11 I � � . I I I � I .. I . � I 11 I I I . � .I I . I ,. . I . �
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. . I 11 � I � ' I - . I I Vt=[(25 X 12,83) + (25 X 2,0)2,+ (12.83 X 2.0)21 X 0.74 GPD/5F=340.33 GPD I � 11 �I I "I I I I . I I I� I I I � I I I I 11 � I . � . 1. . ,� . I � I I � I 11 I I I
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� I , 2.)SEPTIC TANK(S), GREASE TRAP(5), DOSING CHAMBER(S)AND DISTRIBUTION I 39-150" I C I I MEDIUM/COAR5E SAND I I CYR(5/G I NONE I Perc CcD GG" I I I - I I I . � I I I I � I
I . I � I I � �
� . I I . 349 GPD>330 GPD REQUIRED I 11 . I � I� . I I I I I . 11 . I � 1 . . ' 'I I � � I � I
i BOX(ES) SHALL BE SET ON A:LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY . � � I � I I I . . I 11 I I I . .1. I I - I � � I I I I I I I I I I
i � I TEST HOLE 2-3: EL=49.9-+ I I . I I � I I NOTE; A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. � � � I I I �� � I � . I 11 I . . � � I . .
iI I I I I 11 I ------ ____ I � I � I 11 � . . .1 � 1 . . . I I . � � . I
.COMPACTED, OR ON AG,INCH CRUSHED STONE BASE;�, I 11 � I � I � I DEPTH FROM 501L 501L I I I SOIL 501L OTHER I 11 INSTAL: , , . .1 . ,� 11 '', I ., - I � � I I . 1. . 1, I I 1. 1 . I L I � I . I . I I I � I . 11 . I .� .�. 11
. 1 I � I I I I � I � I� I I . ' - I - I . I . � � 11 � . �� , : . I �. . � � . I I I I - I I I I � I I I I I I I I I . . . �
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� 1 3.) SEPTIC TANK(5) SMALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE' I I SURFACE HORIZON TEXTURE COLOR MOTTLING t 11 UNE (1) - 1500 GALLON SEPTIC TANK I I � I I I 11 I I I I I I 1 I I I I ,� I . I t � I � . I I I - I I � � I I . I . . - . . I
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� I I AT LEAST THREE 20" DIAMETER MANHOLES, THE MINIMUM DEPTH FROM THE BOT- � . I (INCHE5y . I .. (U5DA) . I I (MUN5ELQ . � � . I I I I � I ONE (1) - I 000 GALLON PUMP CHAMBER 11 I . I I I I I 1. I 11 I I I . I . I . I I I I I I I I 1, � . . I � � I I . I 11 1.� .1 � I � . �
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I � I I I 0-I IS" A SANDY LOAM I I I OYR 41G NONE . I ONE (1) - 3 OUTLET DISTRIBUTION BOX(H-20 Rated) . I I I I ,� I . - . .I I � �. - � I I I I I . I . I I NOT TO SCALE
� TOM OF THE SEPTIC TANK TO THE f LOW LI NE SHALL BE 48". : , � : I I I � � I .1 . I I . I I .I ,� . � I I I I I � � � I I I I � I - I � �
i . I . I I I I . . I I I G-34" 5 SILT LOAM I . I OYR G/I NONE I I I � I I � � TWO(2) - 500 GALLON LEACH CHAMBERS WITH 4'Of STONE ALL AROUND I . I I I , � I � � . I I �, I I . I . I I - � . I I I � I I I . I -_ � I
. I I � L � I I I I I . � I I I
� I i 4.)SCHEDULE 40 FVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OP G" , , .,I IUM/COAR5E SAND I I I OYR 7/8 I NONE, . I ONE (1) r EfFLEUNT FILTER I I I I I I I I . I I � I . � I . I - I I I I � I � � I I.11 I I � . I I . . . . I
� ABOVE THE FLOW LINE Of THE SEPTIC TANK AND SHALL 5E,IN5TALLED ON THE I I I � I 34-GO", I Cl . IMED I Traces of Silt I I I I I. I I I . 11 I I� I I I I I � I . I I . ,� I . I I I � � -�I-, . � I PAGE 75
� � I I . I . I I C.0-I 50 I , C2 15ILTY CLAY LOAM � I I CYR G/2 I NONE I .1 . ONE (1) - MYERS 5RM4 I/4MP EfFLEUNT PUMP WITH CONTROL PANEL I I I � I I I I 1 . � . PLAN 50OK34G
� . I
I I CENTERLINE Or THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. I I I I I I SEVEN (7) - BUILD UPS WITH COVERS (SEE FLOW PROFILE FOR DETAILS) � I I � I I I / %%%ft ftft , I I I � � I /� . I � . . . I . I . I I I
� I . � I I I � I I / . I � . I i �, I �
11 1, I � TEST HOLE 2-4: EL=53.7t I . I � I I I � I I I I I � I � . . I . I I I aloft � I . I I � I .1 I . I I .", � I ;
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. I . 5.) RA15E COVERS Of THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST '' I I I� I I . I I I � � I � I � I I I I I I I 1. I .. I I I I . I I . "Ift " . I 1. 1. I I It _'�- I A55E55OR5' MAP 173 . PAR,cEL5 7-1 t 7-2 1 ;
� . �
. I I CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"Of I DEPTH FROM SCIL� SOIL I 501L 501L OTHER ''I . .I � I I I I I.I . I I . .1 � I ,� I/ I � .,. I I I I � I I 11 . /I .- I . "I I . I .1 . � I - �
11 � 11 .. � I I . I 501 . I I I 11 11 .
I 11 SURFACE HORIZON TEXTURE. . I COLOR MOTTLING I I I I / I I � . I I . � :
FIN15H GRADE OR AS APPROVED BY THE LOCAL BOARD Of HEALTH AGENT. . I I �(INCHES) (U5DA) I � .(MUN5ELL) I I I - I I � I I I /I 11 I I I . I I � - I : / I . I I I I � .
. I . I
� (�.) PIPING SMALL CON515T I Of 4"5CHEDUL I If 40 PVC OR E I QUIVALENT. .PIP I E SMALL I I I 11 I I I I I i . � I I I I I I . . . I WE rL,�/V I . ,I I . I . I . . I ,� I � ��. � :
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i I I I . , 0-1 4" 1 A LOAMY SAND I I I CYR 3/4 NONE . I I . I. . I . � . - D I I I., I I � . I � . . . I I . I ' ll LEGEND , .1
I I I I I � � � I
I I : BE LAID ON A MINIMUM CONTINUOUS GRADE Or NOT LE55 THAN 117c, I . 1 14-42" 5 LOAMY SAND I I CYR I 5/8 NONE I � � . I I . I I I/ I 1 . I I I I I I I . . . I I I at)p, I I I � I
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� - I . I � I I 00 I I I / . . .. . . & I I I . � � . _� EX15TING CONTOUR, I
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7.) DISTRIBUTION LINES FOP,SOIL ABSORPTION SYSTEM (AS REQUIRED)I SHALL BE, .� I `SAND I I CYR&IG I NONE I I 1 I I I I I � I /"I I . I -/\ I . :I I - . I � . -- -------F 2
� I � 42-120. I .Cl I MEDIUMJCOAR51- I I �/) ; I I I � 11 I .11--.1... . � . �
. � . . � I I . � I I I I I I I I 11"k,/ I ' �� . . I � I . I
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I �, I I I I I I I ,. I I I � ___ -32 PROPOSED CONTOUR, !
� 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/17T. LINE SMALL BE CAPPED . � ab�, 4 . . . � I I I i
� . . � I � I . � . � I I I I TEST HOLE 2-5: EL--53,Ot , . . . I I � � I � I I � I � � � I , 11 I . 11 I . I I ,%*i . ... "I � I � I . I . I . !
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� I . AT END OR,AS NOTED. . I .1 I I I � . . � I . . � I I I I/VID / I I �I � �� . I I � � I I .1 I . . I � . " I I I I I X 12.34 � EX15TING SPOT GRADE I I I
I I . . I I I I . I I I I . DEPTH fR0M SOIL SOIL 501L SOIL OTHER � . . I I . I I � I / I I . I I I . .. I � I ""'IV% , I I I I ��-"__ � I � . I I I I � I
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� . &)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST � I I SURFACE HORIZON TEXTURE , . COLOR MOTTLING I I � I I I I I � '� , 4W , "" � "�, � I 2*5
� I . I I I I I I I �I . � I. I � I � I I I I . I I I I I � I I" � 4 '11111% I- I � I I I � I I I I PROPOSED SPOT GRADE �
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2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM, WATER TEST DISTRIBUTION ' (INChE5) (U5DA) � (MUN5ELQ I . I . I I I .� .1 4* 1 1 1 I � . I I .� - . I I I I aft I I I
� � � BOX TO ASSURE EVEN DISTRIBUTION. I I . I � I I 0-1 3" A LOAMY SAND , I CYR 3/4 NONE I I I I � . I . � � I I I /�#4W , I .I I . I � I � � . I I - I I ,� I I � I _W_ WATER, SERVICE LINE � � !
I I - , � I / - . I I I ftft 1 1 1 1 !
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� I I . � 11: I I I I I I I I I I . 13-43" 5 LOAMY SAND � I I I . I , , I I I. , . I �. � I I I . 11 I* %40 I I I )-,--,, I � I I � I I I . I � I I I I I I I I I ftft I I � I � I I 0- OVER,HEAD UTIL.ITY SEP,I VICE I . ;
1 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF Gil MEASURED BELOW � I I CYR 5/5 NONE I I I � I I � _. I I/ I I I I . �.. . I I I I I I I I � I I I I I ft" � I I I ,� I
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� I . THE OUTLET INVERT. � . I �� I ''I I I I � 11 I � . - 43-125", I C1 � I MEDIUM/COAR5E SAND . I OYR 51G I NONE , .Perc; (ED 73" - I I � I . � I � I I I I 11 � I I %* . I I . . � I I I I . I I I 11 11 I I _U UNDERGROUND UTILITY SERVICE I I
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I I I I I I I I . I I I '1� I I I *** , I
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I 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF,3/411 TO I I I � I � � I I I � I I I I I - � . I I I *7% I - I . ��',� I I � I I � . I . I . � I. TP GAS SERVICE LINE .
. � I . I I I I . I I I I � I � . I 11 I 11 ft-ft � I I � I I I . 11 I �
I I I I-1/2"DOUBLE WA,5MED 19TONE FREE OF IRON, PINES AND DUST AND SHALL BE , DATE Of TESTING; 4/30/13 � I I I I I I . 0 1 I , / ft . � I . I I 1. I I I I I I I I I I � � 0 1 , TEST HOLE/ BOR,ING LOCATION
HE I I . . - . I I
I I . . I I � � TP#2-4 . . I I . " . I I � I I I �
� 11\15TALLEDBELOWTHEC . I I WITNESSED BY: KEITH E. FERNANDES, PE, j.M, O'REILLY*ASSOCIATES, INC. � �I I I I I I I I . I � I "I I I I � . I I I I . 5T I 5EPTIC TANK . I
I . I � %* I I I .. �
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501L ABSORPTION SYSTEM. .BASE AGGREGATE SHALL BE COVERED WITH A 2" � I I PERCOLATION RATE: LESS THAN 5 MIN/INCH IN 'C I" LAYERS IN TP#'S 1, 2, 4, * 5 1 � I I . I "��_"_�._ � � I � I
ROWN OF THE DISTRIBUTION LINE TO THE 130TTOM OF T I
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� 1 .� . � I DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT � I �I I � � � I I Re TP#2-1'*, ' %to 11 I I I I I �_"-1-". PC PUMP CHAMBER, .
,
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. ,OF 1/8"TO 1/2" DOU13LE WASHED STONE FREE Of IRON, FINES AND DUST. � I I -5 'Ve 1;�/ I . � I ,
.LAYER I . I I . 11 11 I GROUNDWATER 5T4.NDING ENCOUNTERED @ 1 27" IN TP#3-1 t 1 30"IN TP#3-2 ON LOT 3 1 ff LOOK FLAN I � � I I 11 I � I�. e I �I " I Raft I I , . �,� I . I SAS SOIL A55OKPTION SYSTEM , I
I 1 .)VENT 501 ,PTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET, USE A LOADING RATE Of 0.74 GPD/SF FOP 51ZING Of SOIL ABSORPTION SYSTEM. I I I ." ". .. 1 .
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L AESOP I I � � I � I I I I r I I . ,, .1/ I � 11 �,,- -/��-,//. ,'', ftft / . I �� I . . � ". I � I I Reserve RESERVED fOR FUTUKE I .�,I I
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, � � � I I I I NOT TO SCALE I � � I ,, ,'�., � I I
� . I � I 11 I I 1. I I � I . "", "/,��,/`,/7 1, I . .1 1, I *% . � � I � I I .
I I - I I I /� "I I � /I �� I �1', I I
� TURNING AREAS OR OTHER IMPERVIOU51VIATERIAL; OR WHEN PRESSURE DOSED. I I I � I I . i VCnt0__ I �"":�,��'.', ,I"I *** . I - I I 1. CM.> UTILITY POLE
I . I I . . :Certification' I I I � I ,� I . � 1, � 1'� I / . � I I . I
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� I I I � - . / I 1�� I I *** I- ED CATCH BA51N
�� 12.)SOIL ABSORPTION SYSTEM SMALL BE COVERED WITH A MINIMUM OF 9"OF I . I 11 I I I � � I I I I . -. ' ' _,'� ` �,,,," I I ,.", I I I I I ....I . I . I �
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,
. I I I I I Fernandes)passed the examination . I I I I I � I I I � 11f. � I I . / I I I _ I I I . I � I *(:r . I �
. . � I CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). I � I I � I I I I � TP#2 , , , %*
- . I I certify that on 10/24/05 1 (Keith E. I , I I I I /�, " , , ". � I I I I I I , f I R,E HYDRANT .
. I � . I I I . I . � , �,,,�.� 0*4 I �,�', . �I I
I I 1 3.) FINISH GRADE SMALL BE A MAXIMUM Of 30 OVER THE TOP OF ALL SYSTEM I approved by the Department of Environmental Protection and that the above � I I . I I . I / I �'11'_� ,���;'-��,,,,,,,"-",-,�,,,�,/',,,z/" I ''I,� �,'11 I � I I - � �
� COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER analysis was performed by me consistent with the required training,expertise . I . I I I I � � I I � / ,-,/� , -, /'/ � I I I I 14% I I . � I � I � . I I 0� , WELL � . I I
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I and experience described in 3 1 0 CMR 15.017, - � I � I .r I I I RK I I I I . �, 11 11 I .I � I - TP#3 5 " I %ft I Oft& mwft �I . I 0 1 DRAINAGE MANHOLE I
I AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SMALL HAVE A MINIMUM COVER , . I I 1 I � I � . , LIMIT Of WO I I I I I 1. � I I � �� 11, - . I I . I
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I I I I Off 911. . 11 - I I I 11 � I I . I . I I I I .1 � � I I I KITCHEN I � BED I I SILT fENCE I I I I I . I� I � � 1, I I soft I r I I 0 CONCKETE BOUND, FOUND I
. � . 11 � I � . I,.��� _,� -- I I I I I I I I co � / I rr, .I Q�__ -TP#3-4 I I ft* , � I . I I - I �
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I 1 14j FROM THE DATE OF INSTALLATION Of THE 501L ABSORPTION SYSTEM UNTIL � , _.;____�___ J� i,_� � I I I (SEE DETAIL - PAGE# 1 ) . 11 I I . 14% I - T TOP Of BANK
I I RECEIPT OF A CERTIFICATE Of COMPLIANCE, I THE PERIMETER OF THE 501L A5SORP- NAME: I DATE: �7� zf Y I I 1. I - - . I I I . I I I 'o- , I I � . � ftft I -1-1-- I .--l- I _X_�X_X_ � LIMIT OF WORK I I
! I I TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE.USE Of SUCH � "o-1 .I � I I I � 1. I I LIVING/DINING F � I I \_� I . I I I I . � . �11 - I *ft ftft I I I _0___I__0_ f ENCE �
I . I � I 11 . ON �
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE 5Y5TEM;, � . I � I I � . . I I I I � . I I
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I I I I I . 1, � I I I � . . I � I . I I� " � I I 11_11_11__1__1_-� EDGE Off CLEAKING r
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1 5.)THE BOARD Of HEALTH SHALL REQUIRE INSPECTION Off ALL CONSTRUCTION PUMF NOTE5 * REQUIREMENTSI : I . I I I BED BED I *1, I . I I . __________________� -- , 11 I I I
I I I I I � � I i
: BY AN AGENT Of THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- I � � I I I . I . .
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: I I . I I I . . I I I I I I I . I I<Dl?� -3 - I I � I I
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. . I 1 .) ALARM SMALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE I I I TP#3 ---e � I I
I QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING I .
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THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE MTN THE TERMS OF THE I I I I I /� I
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� I PERMIT AND APPROVED PLANS. '45 HOURS ADVANCE NOTICE 15 REQUESTED, BUILDING AS SHOWN ON THE PLAN, I � I I 1. � �,I � I I - I
. . I I I � I I 1, /\I I I I � TP#3-2 '��,�,�, "
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: 2.)THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER I I I I 1�1 � � �.,��',,','�,,,"'�',�,'�'�'�-',,,,,,-"";-,,�.-�,�--lI
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: I G.) AN EFFLUENT FILTER(USE ORENCO FT0444-3r.) SHALL BE ADDED TO THE OUTLET I .� I I I 1, .- I - . ,11-1-1,��.--,, �fi� � . . I I
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. I TO THE DISCONNECT PULL BOX. THE CORDS SMALL BE ENCASED IN 3" ELECTRICAL CONDUIT, I I I . I I/ - I , I I 11"t I I .
END OF THE PROPOSED 1500 GALLON SEPTIC TANK. � . I I I I I � I I I I I , e�l I __1111 ,� , I ls',��, I
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I I . � 1 1 3.)ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. 0 P�
1 7.) PLEASE REFER TO 3 1 0 CMR 15.254 (D) REGARDING THE INSPECTION . I � 'a - I � I I � ,`;` � � I
I I 1 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SMALL CONFORM TO MASSACHUSETTS I I I A,I I
. ,\ ,q ��5"�
AND MAINTENANCE Of THE PROPOSED PUMP, ALARM, AND EFFLUENT FILTER, . I � � - �,,,� � �,,�-f I I
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I I I . . I I I I 501L REMOVAL -- I I I I ___
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� � I � STATE PLUME31NG AND MASSACHUSETTS SI ATE ELECTRICAL CODES AS WELL As TO . I �r .11���,,, .. ��,11.k � - I ,�,11 I I . I �
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. � I 5 SPECIFICATIONS. I , - I " 11 , ,� wq , I 1i0l � i
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: I 5.) SOIL REMOVAL: ALL TOP501L.AND SUBSOIL SMALL BE REMOVED FOP,A D15TANCE MANUFACTURERl I . I � I "I'l�,�"I'��l-'.�,��'���,�,,�I�11 ���
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� Off 5' fROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, I I I - - --,"� -- ", I � � � �_15-', I �
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. 1 5.) PUMPS SHALL BE MYER5 5RM4 I/4HP PUMF (OR EQUAL) MEETING MAXIMUM REQUIREMENTS . __1 ,�,��,,,',i,,-�-�,�',, � ,- ,N ,, . I I � �
I ,EA TO BE 5ACKFILLED WITH CLEAN SAND I I �I I � ,� ,��".�F��,,�',,,�i-)5,���,-'.�;,.� , I � I ,ii�"-'�"?-,�����.";5,�,�,�,i���,���"X.l�, "r, � !
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! � LAYER C 1, APPROX 4i BELOW GRADE. AP M ' OF 50 GPM AND I I .& OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH I I � I I "" �'. 0!_ � R. ,,� ` 'A 'M
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� AND COMPACTED TO MINIMIZE SETTLING (SEE 501L LOGS). ALL FILL MATERIAL 5 ALL I I . � . I 1.51i :11 -`�,_�`,'J_":�,�_, - . ,�, �,%A�,�.�-,,�tl-
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: I MEET THE SPECIFICATIONS Off 3 1 0 CMR 15.255(3). 1 1 MANUFACTURER FOR FLOW AND TDh". � I I I .I I. I I , � I lz� ,,,,,,�,��,�_, �: " , - ,�,,��, I I I `11 1,, I � � I I I �
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,ADING PRIOR ROWDES 520 GALLONS Of STORAGE, I . I I � I - I I I 4"N�+, ,,, ,, . , I � � . I � I - �, I � I . 1
19.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GP G.) 24.5ll FROM PUMP ON FLOAT TO INLET 1-1VEKT F - � . I I �, -- & - - - -- , I I . � I I
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I � I �-SCALE 1 11=201 " , � M,,�4 ,'�_t , I �
I I . I I I . 1 ,� $111" �
! I TO EXCAVATION. - I I I I I I � r I � I `8:,� � � �,- ", , P��,N 1'11.'I�s r V) I I �1'1__"'
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OR TO CONSTRUCTION CONTRACTOR SHALL HAVE ENGINEER SET BENCHMARK � I I � . I , ,, ,
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� I I I I -CALCULATIONS : . SCALE: I " = I O' ,,,�� 'K , :: __1' �` i� �
. IN AREA OF PROPOSED SAS. � I I I I � 5A5 DETAU 38.7 � �) _� 1" , , \11�
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I . � I I -0 BE PUMPED TO LEACHING FIELD: I I r . . . I I � � I I I -,%��A -;,�� , 41 1 . I �I I I I
I I . . . I 1 . DETERMINE VOLUME OF EFFLUENT 1 1 . I � I , �,��,7, ,- ,� . // � I � I I 1, ,� . I I I � I
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. � . I � DAILY FLOW = 330 GALLONS . I I � I ..",� I . I � I I� �
I � . I I , -25 1 � - � I � % " I . I I . I
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I I . I � . I � I I I I NUMBER OF D05E5 PER DAY= 5 DOSES I � I I I � I � I I I � _- . I I I < I , J 1 7 1 ., I I .11 I � - �� .11
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I � � . I I � I I I I I I - GG GALLONS I � I� I I � loil'-41-7" 8.51---7/ 8.51-4-411-4 I � I LOT #Z -2-3 1 . .. ,a I--, �, ,1� . �. .I . � I I 11 I I I 11 . � . � I I � !
� I I I � I I � � I I r I NUMBER OF GALLONS = 330/5 1 . I � I �I I I �. � . I I I I I . I I ,� A : , . - "I[` 11 . : I 11 I � . . � I I . � I I . I I .. I � . I I � ;
I I � I I I I I � I . I I I . I r I I I � I ,.. V, 11__�_, K , � � � I I I . . .
I 11 I I I I I I 11 � � � I . - I I - I I I I I � Area= 1 ,224 5f± 1 � � � 11 11 UU I-1 41 I 0 I I � � . � I
I I � I I I DRAIN BACK VOLUME: . � I I I . .1 I . 1, ,,� � �1? .11 � � I . ��� . I I .
I I I I � ''I I I I � I I I I v I - . I � I I
I I . I I I . - I I I I � I I I . I I I . I I .1 , _��. . I � I I I I I � I I I -� I .1 � ,I I � I �i. 1. � . I � . . I � � I �, � I .
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I I I � I . � 1 2" FORCE MAIN = G GALLONS I I I . I I I I I .. I I . I I � I I I I I I . � . , � "I . � I " " I I �, �, . . I . I I I I - � . !
. I I I I I I � . " . I 11 I , I " � � I I I I � 11 �� � . f I �1. � V I ,� I I ., I I . � . � i
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I PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME I . I'll ; r,,� I - � � I
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� I I � I I I I PUMPING VOLUME = GG GALLONS + 9 GALL- I , I ,,, , , �,- - ..�;�,�%'f_,� I I I I I ,,, � rn . � �
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1 .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, I SURFACE HORIZON TEXTURE I COLOR MOTTLING I - I � . � I . I I I � I I I 1. I . I . � , I
I � I� I I I . . � � I I I I ONE (1) 251 X 12.83'X 2.0' LEACHING CHAMBEP CAN LEACH: I I � I I �I I I I "I �
.I TITLE 5, AND THE REQUIREMENTS Of THE LOCAL BOARD Of HEALTH. ��, . 11 I � (INCHES) I I (USDA) I I .1 (MUN5ELL) I . � I I Vt=[(25 X 12.83) + (25 X 2.0)2 + (12,53 X 2.0)21 X 0,74 GPD/SF=349.33 GPD � � I I � I . I I � �, I I
� I I I I . � . I I I I . � � I I I � � I
� I I TP I 1 -4" 11 A LOAMY SAND I OYR 3/4_ NONE , __1 ___ I ,EQUIRED I - I � � I I I I � I I � I I .
2.) SEPTIC TANK(S), GREASE fW(5), D05ING CHAMBER(S)AND D15 ,15U'TION 0 1 349 GPD>330 GPD P I I I � I � - I I I � . .. I I I I �
I I BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE'WHICH HAS BEEN MECHANICALLY I . 4-1 G" _ I 5 5ANDYLOAM I OYR 5/4 NONE ' . . � NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN, � I I . I I � I I I I � I � I I I I I I 11 �� I . I I I I - I I � �
- I I , I I I � I
I I I COMPACTED, OR ON A G INCH CRUSHED STONE BASE. � I I'� 11 ,� I � I I 11 I I ,I G-98" Cl MEDIUM/COAR51f SAND I I OYR(5/G I NONE I � .. I I I . INSTALL: I . I I � I � I I � I 11 � � � I I � I I I I I I . I I I - I � I I I i
I . I I I I � I
. I . I . I � I I I � I
.� I I I I
. I - I 98-1,30", I C2 _ SILT LOAM , � I I I OYR G/I I NONE I GW STANDING (& 130" _j I ONE (I) - 1 500 GALLON SEPTIC TANK, I � I .� I I I � I . I � I 11 I I I . I � � I I
1 3.)SEPTIC TANK(S) SHALL MEET ASTM STANDARD C 1 127-.93 AND SMALL HAVE I I . . � I I ONE (1,) - I 000 GALLON PUMP CHAMBER I � I I I I I I I . I I I I I I I � 1 . I NOT TO SCALE i
I . �
. . AT LEAST THREE 20" DIAMETER MANHOLES, TME,MINIMUM DEPTH fROM.ThE BOT- I . - TEST HOLE 3-3: �EL=52.1 I± I I I I . I I - 3 OUTLET D15TRIBUTION BOX(M-20 Rated) , � I I I I I I 11 I . I � I I I I 1. I I I � I I I . I I I I I I I �I � I I
. . I �, � ONE (1) , . I I . I � �
I TOM Of THE SEPTIC TANK TO THE FLOW LINE SMALL BE 45". 11 � I I I I DEPTH FROM 501L SOIL . SOIL 501L � OTHER TWO(2) -, 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND . . I . I I �
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I I I . . . I I . I I � .
I . 1 . . . I I I I I I . I I
I 11 I I I .
� 1
4.) 5CHE.D.ULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" , � SURFACE HORIZON TEXTURE . COLOR MOTTLING � I I � I I � I � I 11 I I � I I I
. I I . I (INCHES) (USDA) I (MUN5ELQ I I I . I ONE (1) - EffFILEUNT FILTER I I . I I I I � I I � � I I � I PLAN E300K 34G PAGE 75 1 i
: AE30VE THE FLOW LINE OF THE SEPTIC TANK AND SMALL BE INSTALLED ON THE L - I � . .1 I CYR 3/4 NONE I I I I � I ONE (1) - MYERS SRM4 1/4HP EffLEUNT PUMP WITH CONTROL PANEL I I I �I. . I � I I I 1,- I I I . I I I I I . � �I . � I I I 11 I . . I I . I
WNE Of THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. � 1 0-4" A LOAMY SAND I � SEVEN (7) - BUILD UPS WITH COVERS (SEE FLOW PROFILE FOP,DETAILS) � I I I . ,� I I I 1 . .1 I I I I
I
I CENTER - 1 I I I I . � . I I . I I I � ASSESSORS' MAP 1 73 PARCELS 7- 1 * 7-2
. 11 . � I . . I I � � I ,� . I� 4-40" 1 5 , SANDY LOAM I I OYR 5/8 NONE I I I I I I I I I I I I I I I I � I I I � � . . I I � .
1 15.) RAISE COVERS OF THE SEPTIC TANK AND D15TR15UTION BOX WITH PRECAST .I . 1 40-140" , I Cl , ,MEDIUM/COAR5E SAND , I CYR,5/G I NONE . I Perc 6D, GO" I I I I . � I � I I . . L . I � � � I � �I I I � I I 11 11 I I � I � �
I I I I I I � - � � � I I I I I I I .
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. I I I
I CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"Of , . I . . I I I - . I . � � I . I I I I - I I I . i
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I I � .
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. . FIN15H GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. . I I 1 .TEST HOLE 3-4: EL=54.1 ± I � I I I � � � I � I I I I 1'�', . �, �, I I ;
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I 11 � � I I I I I I � I � I I i . � � , �, I I I I 1.,' I I I 1 � I I i
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ff 4"5CH.EDULE 40 PVC OR EQUIVALENT. PIPE SHALL� DEPTH FROM 501L SOIL , I 501L 501L OTHER I I I � � I 1 "14� / 11 I I I ! � I I .11, 1� � ,'' . I � � I 1. I . . I I I I
� I . G�) PIPING SHALL CONSIST 0 SURFACE HORIZON TEXTURE I 1. COLOR MOTTLING I � I . I � I 4111111111, I I I . I . � I� `L, � I
I BE LAID ON A MINIMUM CONTINUOUS GRADE Off NOT LESS THAN I%. 1, I I � (INCHES) I (USDA) . (MUNSffLQ I . i I . I I I I I I / I I I- - 1, . . . . � I I", I ',, . . I __ --9�1 EX15TING CONTOUR � I
I 1 . � . � I , I . I I . � 4`111* I - . 1`e I I I � . I . i
I I I 11 I %* , . ".I I � I I � I i . I ,� 11 � _32 PROPOSED CONTOUR i
I � . i
I
� 7.) DISTR15UTION LINES FOR I I I � _____ ___ I I I I � I , , , ' I LOT #4 (NOWBUILDA15LE)
. ,SOIL ABSORPTION SYSTEM (AS D) 511A
I
I . I I � " I I .� I �t I " � I I X 12.34 � I
I I 1 . , D : I I . I I � I 1 '14�� .�� ; "I, \ 1, . . EX15TING SPOT GRADE i
REQUIRE LL BE , � , O-5" 1 A LOAMY SAND - I I CYR,3/4 NONE I I I
1 4" DIAMETERSCHEDULE 40 PVC LAID AT 0.005 fT/FT, LINE SHALL.BE CAPPE 5-411, B 5ANDYLOAM I OYR 5/8 NONE � I , . i I '-
I*1
I I I � I , � . �
I ''I - 1. 11 � I I I I I I OYR 5/G I NONE . I I I � 11 I I I I I I I I � - I I � I - I � I I � 1. � I - � I .
I AT END OR AS NOTED, I I . 11 I I I . 1 41-12 1" I Cl I MEDIUM/COARSE SAND I I I I I � � I I I \_1'*�I 11, I � I . I I I 124x5 I
I I . � I . 4 11 � � � . � I 11 I � � I � I � I I I . I 1.1- 11 "i- , � � I I 11, _ __ Area= 5 2,055 5 f±- .11 . I I - � PROPOSED SPOT, GRADE I
I 11 � I I I-'
I I I .8.)OUTLET PIPES FROM DISTRIBUTION E30X SHALL REMAIN LEVEL FOR AT LEAST , ,, I I I I I . I I I I I I I � I I . � . . - � � I I . I
I I I � 11 TEST HOLE 3-5: EL=54.1.± I I . I I � I I . 1 501 �, I � I W_ . ER SERVICE LINE !
I I I WATER TEST DISTRIBUTION I I I I I I � I I I I I I I 11 . I I I . .- " . I I I,'- I � . I I . I WAT . I I j
2' BEFORE PITCHING TO 501L A55ORPTION SYSTEM, I I I I OTHER . I I __.. . I � I WETLA N . _", � � !
I I . 1. . I I DEPTH FROM 501L 501L 501L � I �I I � . � , 001 —0— I
I
I I � I 1. � I " I � I . D . � I I 000 � � OVERHEAD UTILITY SERVICE . i
BOX TO A55URE EVEN DISTRIBUTION. , I I I I � � I SURFACE . HORIZON TEXTURE I I COLOR MOTTLING I I I � . I 5,� ''I . I 1'� I I I f
I I I � � I . .1 � I I I I . � � � `1, I I �.� � . � I I I � � I I I I 1, I � 0000000 - I � —U I UNDERGROUND,UTILITY SERVICE � I i
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I � � � I I A -_ ____ 1 . , , I � I . I � � I ,� I I . . I _G . I GAS SERVICE LINE . I i
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I � 0.) DISTRIBUTION E30X SHALL HAVE A MINIMUM SUMP OF Gil MEASUP I I � I I . . I ft& , I PROPO ED 51LT FEN I I I ROOM I MORMON" am � 900004'ft ";;10,100,100 , I I . I
� � I I ,ED BELOW � (INCHES) I 11 I (USDA) , I (MUNSELQ I I . I I � . � 778,4C,� I
THE OUTLET INVERT. . I 11 . I I . � I I O-G11 CAMY SAND ' � I OYR 3/4 NONE � . - I I ,��, " � I � . 000 I � . TP i
I I : 11 - I I � G-42" I E51 15ANDYLOAM. I OYR 5/8 NONE I . . I I ,�ft �, I I CE (5 1 . I I � 1. wAft It � Now � , I Q) TEST HOLE/ BORING LOCATION , ,
I 'TO I I I C_ � I I ask ; . "I I I I I � I I I � I
� I I I be) BASE AGGREGATE FOP,THE LEACHING FACILITY SHALL CONS15T Of 314' � I +EDIum/cbAR5E SAND I I OYR 8/G I NONE I Perc (d 72" 1 1 1 1 1 1 � I I I . I I I I I
I-1�2" DOU13LE WA5MED.5TONE FREE OF IRON, PINES AND DUST AND SMALL BE , . I I I Oak I � I . I I I I I I I . I ,� I I I
� I I I � 0*41 I I � � I 5T . , SEPTIC TANK � i
. I I I I I I I I I I 11 I �
� . . I � I I I i
I I . I I I I . � I I I 11 I I I - . I GE11/) I . 11.1 - �, I I I I � . I I
INSTALLED BELOW THE CROWN Of THE DISTRIBUTION LINE TO THE BOTTOM Of THE � . DATE Of TESTING: 4/30/13 . I I I � �� TP#2 ��,M'ft Mi, I I I � I 1 I'� I � I 1, . I I �I . .I PC PUMP CHAMBER i
I 501L A55ORPTION SYSTEM. BASE AGGREGATE 5HALL,13E COVERED WITH A 2", 1 PERCOLATION RATE; LE55 THAN 5 MIN/INCH IN "C I" LAYERS IN TP#'S 2-1 , 2-2, 2-4, 2-5, 3-2, 3-3, 3-4, *3-5. 1 1"� / ftft � I I I I I I . 1.-.,. I I I I I � I - � . ' I I
: LAYER Of: 118"�TO 1/2" DOUBLE WASHED STONE FREE Of IRON, PINES AN I E) DUST, I . WITNE55ED,5Y: KEITH E, FERNANDE5� PE, J.1\1. O'REILLY* ASSOCIATES, INC. I � f LOOK PLAN I I ", �, ftft , , . 1. . I I - __� I I . I I . . I I I SAS � 11 SOIL ABSORPTION SYSTEM
I . � .. I I , I . I I I I I � I
� D 50 FEET; . I I I I I I .� I-.'" I I � Re5erve RESERVED FOP, FUTURE I
I . �
� I � , I
. � I I
, I
I 1 .)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEE I I I NNNN"1N%NNNN,
I I I I -AF
� 1, DONNA MIORANDI, AGENT, BARN5TA15LE HEALTH Dfff ,TMENT
I GROUNDWATER STANDING ENCOUNTERED @ 127" IN TP#3-1 * 1 30" IN TP#3-2 I � NOT TO SCALE - -1 - - I � I . I
,DRIVEWAYS, PARKING AREAS, � I "I". IIIIii -, I I I - I.,�. I - . I � I I 11 I� COL) I UTILITY POLE I I
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDEP .I I USE A LOADING RATE Of 0.74 GPD/5ff FOR 51ZING OF 501L A55ORPMON SYSTEM, � I , I 1�� . ---. I I :
1, I I I I
I I I
I .
� -1 URNING AREAS OROTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. I Certification: I . I I� I . I I . . I 1/� I I VENt' I I -------- 5 4-----------I'll I I I . I � — "', I I I I � I I � ED CATCH BASIN
I 11 11 I 11 I "I�� I -1 �i��, � � I --1. I I I � � 11, I I I \
I ,ED WITH A MINIMUM OF:9"Off � I . � , , 3 11;� TP#2 I'\11�,,I'11\,",",,-,,,��,,,�," I � _', I I � � I I � I !
I 1 12,)501L ABSORPTION SYSTEM SHALL BE CO I VEP I I � I . I I - . ,:,T .42-5 1 ,11 , "'. \\\ I I . '' I I I I I \ � I ":I* , IF I RE HYDRANT I
,
I I I � Icertifythaton 10/24/05 1 (Keith E.Fernandes)passed the examination I I I I I . 1. I �Ii � I 11 ,_ 14%4 , , I 11 I I I I I \ �\ . I I ' . !
I I � I I I __�� I
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I
CLEAN MEDIUM SAND (EXCLUDING TOP501Q, , I I I I I I � I I T ,%, I - .,.� \ ' " - 0 WELL
.1 I . . � I I � approved by the Department of Environmental Protection and that the above 11 � . - � �
� 11 - 1 -1�1",�,,�;I'll I I I I . � � I I I I
, ,�'!'�', I � I
� � = ��jk',Z�,;, �,\\,7
I SYSTEM TP#3 1\_ I
� I I .11 11 ", , - � � I 1, I I
I
� -.11 I , . 0 DRAINAGE MANHOLE
COMPONENTS, INCLUDING THE SEPTIC TANK, .DISTRIBUTION BOX, D05ING CHAMBER � I � I 00 I I " I 1,�I I ��-A,g-'�� , _04, \�, I I _:r/ . ,'�I", I I I
and experience described in 3 1 0 CMR 15,017, 1 , A�.�".,"`., 11,I I - "LAND � - I 1
13.) ff INISH GRADE SMALL BE A MAXIMUM Off 3G"OVER THE TOP Of ALL analysis was performed by me consistent with the recuired training,expertise , � 15ED � � ! ,,,7 \ / 001 WE I
.
I
, I
AND 501L ABSORPTION SYSTEM, 5EPTI(I�TANKS SHALL HAVE A,MINIMUM C I 0 1 VEP � I I I � I . � I I I /".i,i ,'�,_�.",� � " I "1 3-4 '9 L TBA(, I U I . - - � 0 1 CONCRETE BOUND, FOUND I
-_
� I I " I I I � � I I _1�I �L' I ,/� I I � 1- , - � — :
I I � � — — ,�_" I_1-WX5V 111�1 ,�,,�\,� I I I � "� _ __
Of 911. 1 . I 11 � ,,,, 11. , � I � -11....... - '' I TOP Of BANK
,
I I I �t7, -1.11-_-, T
.., ` , - I - -
. -_ I I �
I l+ -1 I __ �7 6
-_ I , 11-.1.1-1--
I -_ I 001111111il"'N"
I I I . /,� 1 1/1 I I UVING/DINING � , , .� � i ,\\,� I - -, _ . I
� L , __1___1 , C. I � I I - _L ",11 \\ \11\ .. ,, ROOM, , __ . I -N-X-X- I
� 11 M E. I/ � I I I " ,�\1 1, I 1 � I.,__ I 0 � I � LIMI.T Of WORK �
. ,ECEIPT Of A CERTIFICATE Of COMPLIANCE,THE PERIMETER Of THE SOIL ABSORP- NA �_ -, z I I I I , I I ftftft".M now I ,z - 000iii"I'll I
I ,TION SYSTEM UNTIL �" I" - __----- � =
1 14.) FROM THE DATE OF INSTALLATION OF THE 501L AE35ORP - '. I--- DATE; 11 I
I P _��' . . I I I � �� I I I I I I I am� � I MOMMORM11111ift- low � n ir, - FENCE I
TION SYSTEM SMALL 13E STAKED AND FLAGGED TO PREVENT THE USE OF SUCH , I � . I I I � now j MORON Rim 1 �� I I �
I I � BED BE[) I I �,, I .
AREA FOP ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, I I I � � I I I I I 11,I" I ,�,�_�, . I-,,--,-,,--^-, EDGE OF CLEARING
I
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I I I � . I . . I 1-.. I '11, �
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� ,UCTION . 5 : , ,�?, ft-i..
15.)THE BOARD Off HEALTH SMALL REQUIP PUMP NOTE5 * REQUIREMENT, . I TP#3-3 11-ft �
� ,E INSPECTION OF ALL CON5TR � . ,�, �. \A, I I I . I I I
BY AN AGENT OF THE E30ARD Of HEALTH (OR THE DESIGNER If TH15 SYSTEM PE- - -I I � I I � I ��,;I . � ,_,,,11 � I
I I TP#3-2 ,41- 50 \ I � I
;;,F,e I TP#3-1 1. I
REQUIRE SUCH PERSON TO CERTIFY IN WRITING I I I I I I I I - � 1111 AG. I 1, . I . : I I . �
I QUIRES A VARIANCE) AND MAY . H THE TERMS Of THE 1 .) AL I ARM SHALL BE A RED WARNING LIGHT\�lTh AUDIBLE ALARM LOCATED WITHIN THE I "I I I I R 11'�11 -I I 11�_�I,� I ;
I'll I _�,i" -- , I ;
. � I � ,�, !�_ ,I I .� ;
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WIT I I I \ I I I I I . 1 CsCrVe 11.,��11:,_�', "�;",/-,��,,.�, ,--,�,'�,i',�',-,-�� , 51 " I I �
: I � BUILDING AS SHOWN ON THE PLAN. , I 11 _15� 1111111 �1�1`��', � , ,_i���i�,,_' I I I . .
I � I 11,� I ,I "-.ft ���,,�-,��AA,I"i'. -, , Iro I I
� I . - ,,- - � , I" � I �
I PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED, , . � I � . . I "� / *_-� , �,.,,�`�,�.�,,'�,I'�,,>�i.......,;i�,Q',�-��,,,� , � I I I �
- ,- I I � !
I I I 1 I I I " I`,�,I _11 1 I - , - ` ' _VIL�411111_11___ � . � I I
I � � I
I
I / , - I - 2d.2' ? '�'6'-'�;�"-'�l���";�'�--'����-, � - - I
I . , I �1, - �_ \ Q/ --ft I , ,",."",��.-,�,,��,��,,',,,,,',���,,,�,�,,,,�,,-�,�,PR', ',ii-�77 LOT #3 "
I I G.)AN EFFLUENT FILTER(USE oRENco fTo444-3G)SHALL BE ADDED TO THE OUTLET 2.)THE CORD5 FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAM15EF - , I ,!W I�:t OP oH, � I � i
I. TO THE D15CONNECT FULL BOX. THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT. I I I , IV" ,1111� I � ,I -1 � I I I I
I I , I 11� ;
. I . . � I � I I I I . , . 11 . 11 D""I", 1�1�� ��,.�11 " I � . I � . I !
END OF THE PROPOSE[) 1500 GALLON SEPTIC TANK. � . I . . � � , 11'.) 11-111, " I 0, ,, '�t�-,�',e'il.�j�-- 1W" �,"�" ,� . I I
I 11 . I I I',- 1 -,, .� ,- 1�_.r - - - I'v.";� -_ - I I I I I I I I
I . . I I I � I 1," -1. - e" � " -0,,,O��, �,,,r `�" _�e ....___ - I I . . � :
. I � I I I /,Z-�""�)b,�"I'�,,�'I'��'',��-�",. 11 _ " I � 11-1 I I I � � I
I I � 11 I— , , '_�;` _11, � I I
I � ��-,` , P , LL"I" "`�
� � � . I " I 11 I � 11.111��11 - "Wke" Area= I G, I 59 5f±
I � . 1 3.) ALARM AND PUMP TO BE W RED TO DIfFE;,ENT CIRCUITS, .1 / _,, _�?,i,��-�, I I � i" __� �i��j';� F -�P-Nb;�,,z�,,, ,, �,_��',�i�', I � I
I , -_ , - , t: ' /%5 ""
I � � ) �6�,l �,l , , ," ,�ui �.�,;
I DING THE INSPECTION I I ONfORM TO MASSACHUSETTS . �. I / ) ".... '�__� .""� I ;,j,,,�,�j�,_- ��,�',��' Z.-
17.) PLEASE REFER TO 3 1 0 CMR 15,254 (D) REGAP , IK` ,- 6'
1 ALARMj AND FLOAT 11\5TALLATIONS SHALL C I te,�,� - 7 ,'i"!,"_,-,T ,U ... I .
AND MAINTENANCE OF THE PROP05ED PUMP, ALARM, AND EFFLUENT FILTER. . 1 4.) ALL PUMP, WIRING, I I , ,,,, .'', I", I I ��--��,,*,"',,,'�",,,'�,-';,���,!�1 ,, -,,�,,,;�;� 1�", I � . I �
" ,��-���,,'�-4',�-',,�",.",-,"",;,��,'���,',',��'�-�','."',,-"�',�,,�� 1,1'_'ItO��,' " _,,� .�9. - ,,_ � I :
I �, �!,' ,'�� -�, -1,11 ,
�
I � � � -I I I
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I , - " � _ . I
. I ."' , - -� ,,% �1� I'll - ,lb
I STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO P,�A A ' "
� I . . I I I ?:�",:�`,I:�,�, " r�i",lv��',,, .", , I X/ ""' ""' '_ T ,qi I'. I I I �
I ,,,,i-,
1: ,�t, 1 8.j" '�,�,`�"111` eL . �(�',��,:�" , ,�,"I"""' I
I I �,-,� --,- -�� _� I I
I , �,,,,�.,,,, , -,,,, I I I I I
. / M, ", � ,, 5�l;��, - '�i�'� I . ;
I 8.) 501L REMOVAL: ALL TOP501L AND 5UI3501L SMALL BE REMOVED FOR A D15TANCE MANUFACTURERS SPECIFICATIONS. I I . I I - �l,.�,��'P.�'��l��-,��cit��,i4,,,,4i��;,,,,,�"", _1 C) Zt & -'�,,�"',"�'.,',i ,,�- &,�
I � , '�, ., - , (:5. 1111 � ,_.j �E I I I I � I
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I I 11 - -zl N '�t_�', 'Do I I
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� I . I . GRADE (OR AS NOTED) I (1)30" Diam, Cast Iron Frame,vl Bolted Cover I� GRADE (OR AS NOTED) _\\\� =53,5± 1 1 1 1 � I CON5TRUCTION 5ET :
I --I I _.,- Propo5ed EL= 5 1 .5± 1 . I � ___ Fropo5eclEL=5l.5±. I ..__ I ___ Propo5ed EL=53,Ot _,-- Froipo5ed EL L I I I I I I 11 I 1
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+1 , �: I + . � " 6 1 I HIGH GROUNDWATER LEVEL CALCULATIONS: I
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I I �' 1 50.1 ± � 11 A I � 50,0± � � 51 .25 1 � I � . I � . � I Habitat for Humanity of 'Cape Cod t
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I I I I- 11 � *2" LAYER Of 1/8" 112"STONE Appropriate Index Well: 5DW-253 � . I ' 1 41 1 Main 5treet, Suite G Yarmouthporet, MA 02G75
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I .�� . �, . :,�, .I I . 1, I .,,n--, I /,7- � .;k Z,7, , � - I.1...1==1=_i -1 .. . - I I . I . 1-----./ I I � I � I � THE LAYOUT AND DIMENSIONS OF THE I �
. . ; I .1 I - I � . '. Water Levcl R'ancle Zone: 5 (2-3) �
I I , � 1. 171 I. I I � G Valve 211 clia.-Force-Maln �:' L50 50/] Lr) — .3/4"- I-1/2"5TONIE Current Derth To Water Level for Index Well (0411 3): 48,G I PROPOSED DWELLING HAS BEEN TAKEN I
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9.3± 48.90/': 1116,, , , 48.G5 1: :.\ sCH 80 PVC �', " " 1 I I N *SEE MOTE#I 0 . I
� : 50.80 0.G3 �', �I �11 " I C� . Watcr Level AdjU5tn1cnt: 2.51 � FP,OM THE PLAN DATED 6/1 0/2012, 1 �
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� 3" �: . 3/8"Bleeder I 2"DROP " ,I I I - Iff5timatcd Depth To Hicjh Water� EL=,43,0± PREPARED 5Y DAVID f. ALTEN 1 25 5ESAME 5TREET, CENTERVILLE, MA
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I . ,., T I N5TALL INLET TEE J � I ,�-__� , Thrust l5lockinej 48.50 / � *PER TECHNICAL BULLETIN 92-00 1 4 � I I
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� I EFfLEUNT FILTER , I I I . Pump Chamber I USE TWO 5HOREY PRE 5.5' i I I .I � I I I � I I I I I
�I (SEE NOTE#IG #417) 11� . 500 GALLON LEACH CHAMBERS I I I I � I. I I 11 �� I I I
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. .01,..... � i I-.1-1 ;�,�,.11'1��, - � I ,'.,-�I ,�" .!" 4 1 . � I I Loneje5t Run I WITH 4' Off STONE AROUND I � � . 11 � I. � I� � 0 120 ,40 .. GO . I � i
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. 4' 19,4.� 1500 GALLON 2 1 It-4 PROP05ED I I � CHAMBER ,Y— EL=413.0± HIGH GROUNDWATER I I I I I I . � � I I I I , SCALE 1 `=20' 1 11 1573 Main Street - Route 6A I I
I I DB-3 LEACHING 2.8 � I � I P.O. Box 1773 1
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I . 11 5FPTIC TANr\ - I 000 GALLON 25'x I 2,63'x 2.0' 1 1 � I I � � � (506)896-6601 Office Brewster, MA 02631 (508)896-6 . I
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I � I SEE FLOAT DETAIL—/PUMP CHAMBER � I I D-50X I _.�_17—EL=:40,2± OBSERVED GROUNDWATER 4/30/1 3 IN TEST PIT#3-2 , , I I I I �
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