HomeMy WebLinkAbout0029 SESAME STREET - Health F29 Sesame Street
Marstons Mills
A= 173-007-001-028
Town of Barnstable P#
pp THE iDk
Department of Regulatory Services
BARNSTABLE, - Public Health Division Date 4/15/2013
7 MASS. 0A
67q. �0 200 Main Street,Hyannis MA 02601 - -
PIED
Date Scheduled / //✓ Time Fee Pd. $100.00
f Soil Suitability Assessment fog'Sewage Disposal
Performed By: Witnessed By: 0
M
LOCATION&GENERAL INFORMATION
Location Address owners Name '" O
Habitat for Humanity*
29 Sesame Street, ;fie Address411 Main St, Suite6 rn
Assessor's menOu
Map/Parcel: 173/007/001 r Engineer § thport, MA o �
NEW CONSTRUCTION REPAIR Telephone V110 6IP40 . k, r 4
Land Use CLa,%n Slopes(%) D Surface Stones w A a OQ
Distances from: Open Water Body � \VD ft Possible Wet Area I& ft Drinking Water Well 1o) ft P O
Drainage Way IUO f ft Property Line_� I O/ ft Other ft
xwOa
SKETCH:(Street name,dimensions of lot exact locations of test holes&pere tests,locate wetlands in proximity to holes)
Vim" ie I(c,
Z� SeSG�►�2 L _pz 5
k ZS Se$c/V—z t
TPA f a o
LOT- S14&
M
Parent material(geologic) V66CJ 04(,l`asV 1 Depth to Bedrock �j(Af -
Depth to Groundwater:Standing Water in Hole: u 1A Weeping from Pit Face �J
Estimated Seasonal I-Egh Groundwater N() Gf OCnA qXA,e WCa-NiAere-4
DETERMINATION FOR SEASONAL HIGH WATER TAIBLE .
Method Used L,j1f
Depth Observed standing in obs.hole: in. Depth to soil mottles: in. "
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. w
Index Well# Reading Date: Index Well level Adj'.factor. Adj.Groundwater Level_ :fy
PERCOLATION TEST Date Time
Observation
Hole# J _ Time at 9" .
1 A I
Depth ofPerc 6011 I Time at 6" `h7
Start Pre-soak Time @ — Time(9"-6") .
. - - End Pre-soak _ _I S
RateMin*Anch YY11Y� i�1Gh
Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/N) "
Orieinal:Public Health Div^sion 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\PERCFOPA4:DOC
V
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
- A WV' 3,4 k,tA
a Loantd SinA 101y s s 04 zo--Ao ecbb
4�s-i -I C, ►�I � nd tb` f sk LAA
DEEP...OBSERVIATIONHOLE LOG Hole# Z-
Depth from Soil Horizon soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. _ -
Consistency,%Graven
O-q A Lonma Sand tD`I r 3I4 Nt/k
-39 '( L/3 O o Crbbk
U r tj IA
DEEP OBSERVATIO.,N HOLE.LOG Hole# 3 _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
- Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%.Gravel
-t b t 4 to
Ito-' ALA g SA I.Inn k o t "Ai
o c I - g 1�r
(�c � 7 S,tAg Omi .gym Wl 7-
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
C)-tg t()`IV-31L1 kAA
M- 47- 101y,sly ► A
- - ------- --------FlooiTnl-1st..:anceRarel4la:-- ----- ------------- -----__....- -----. .-..---...-------------------------------
Abov 00 year flood boundary No_ Yes
Within5 year boundary No .Yes_ C e� �(?
Within 100 y r flood boon No_ Yes_ J(�a� - -
De th of Naturall O urri Pervious Material R
Does at least four_feet of to ally occurring pervious material exist in all areas observed throughout the
area proposed for the soil a rption system?
If not,what is the depth"of n ally occurring pervious material?
Certification
I certify that on (d.. )I have passed the soil evaluator examination approved by the
Department of Enviro nta]Pr
. and that the above analysis was performed by me consistent with
the requited training,a eitise.and expel ce described in 3]0 CMR 15:017.
Signature Date
Q:\SEPTlC\PERCFORM.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.%Graven
4 Loam J rA 01C 44 I✓�/k
i - I Sam 101 dA
la C e -A
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
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
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)
FIOOiTlnsurance Ltate MaD:
Above 500 year flood boundary No— Yes
Within 500 year boundary No / Yes—
Within 100 year flood boundary No Yes
Depth of Naturally Occurrine Pervious Material
Does at least four,feet of naturally occurring pery ous material exist in all areas observed throughout the
area proposed for the soil absorption system? p.S; Pl(ei- T p 3
Hoot,what is the depth of naturally occurring pervious material?
Certification 1
I certify that on 10` A pS (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,expertissee,and expezience described in'310 CMR 15.017.
Signature 6�/ �` , Date ;� ,3
Q:\SFPnC\PEPCFOMMDOC
Map Page 1 of 1
Town of Barnstable Geographic Information System New search I Home I Help
Parcel Viewer Custom Map Abutters Map Size ® � Zoom0utOODUBUIn
yx " � �o t$ �,_7PG Map: 173 Parcel: 007-001 ProFulperty
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Location: 29 SESAME STREET Info
Owner: NOLAN,ROBERT L
173003
t A
NO
Location Information
Map&Parcel 173007001
173010 Location 29 SESAME STREET
072
Acreage 1.00 acres a
173007002 -
N26 O Current®Wner
Mailing Address NOLAN,ROBERT L
PO BOX 1119
17kVD01 t73008 E _ BARNSTABLE,MA 02630
p 58 r
Appraised Value(FY 2013)
I Extra Features $0
` 1730030 2 1 3029+ � Out Buildings $0
Land $124,600
173004 '-� Buildings $0
N2 173007 03 Total Appraised $124,600
173006 � Assessed Value(FV 2013)
010 Extra Features $0
�1 4 Feet ¢ Out Buildings $0
173017 Land $124,600
a N 49
q '`—mew S rr Buildings $0
.. ., Total Assessed $124,600
Set Scale 1"= 134 I Aerial Photos I MAP DISCLAIMER
Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS _
BarnstableMA v1.2.4748[Production]
i
http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=173007001&mapparback=1... 2/13/2013
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1�J aZ� Z TOWN OF BARNSTABLE
LOCATION Lot Se same S4 Ca 91EWAGE#
VILLAGE ASSESSOR''S MAP&PARCEL
INSTALLERS NAME&PHONE NO.TCt �AC*U
SEPTIC TANK CAPACITY J C O p-,-
LEACHING FACILITY.(type) OQ 9 A-L- e) 509 6?
NO.OF BEDROO S 3
OWNER �. ✓vv�e r 1 r
PERMIT DATE: 6 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 � t,XAZ�
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b � 14-
s
a
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9 _� �fA
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No. C/� t.,` 0 q q Fee (J-v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Y
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for Misposal 6pst M
�0 ULtion Permit
Application for a Permit to Construct Repair( ) Upgra ( I4Bdndo ( )� o plete System ❑Individual Components
Location Address or Lot No. ,Q Q� O ner`s,Name,Addres ,and Tel. o. `355 T
Assessor's Map/Parcel c `� �' ` �- -y' �t1Y�A�/1Iq I I F �d QJ"
Insta a 's Name,A dress,and Te.No. -M Designer's Name,Address,and Tel. o.
T)rpe of Building:
Dwelling No.of Bedrooms Lot Size ,� _sq.ft. Garbage Grinder( )
Other Type of Building s No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 33 gpd Design flow provided 349 gpd
Plan Date Number of sheets Revision Date
Title i'11
Size of Septic Tank l ,�u q�I Type of S.A.S.
Description of Soil
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 an of to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Aed Date
Application Approved b Date. ,� �
Application Disapprove y Date
for the following reasons
Permit No. 7�1 Ll O Ll L+ Date Issued 2 l2 I L(
} y ? 1
No. 2,01LI-- Fee Qy - 1 5�` l
- a l Entered in computer:
THE.COMMONWEALTH OF MASSACjHUSETTS Y
w PUBLIC HEALTHbIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
-T- --� �- 2ppiicatibn for,Nipa'sal �&pst Co %'Uplitete
ion vermit
f Application for a Permit to Construct Q� mRepair( ) Upgra `( Abando ( System ❑Individual Components
S 55
Location Address or Lot No. (J Q Q O ner's lame,�`ddres ,and TeI. o. Oco-/3 X '3
Assessor's Map/Parcel (� l �' t t Irr �'V4�A1G1 N I / �Ct (U 7-p
9 v
Insta a 's Name,A�dwress,and T No. -�j��-" Designer's Name,Add/ess,and-Tel.No. 5%4q6- Q).
' ? � ` IvO�-f�1Qr✓1 �l�i �r1�n;5,i'�H� ��V1����` � 4
.y -Type of Building:
s
- Dwelling No.-of Bedrooms 3, Lot Size ' sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
- r
'Other Fixtures
Design Flow(min.required) `3?j y gpd Design flow provided 349 gpd
• Plan - Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
f' Description of Soil r
She Al�h
Nature of Repairs or Alterations(Answer when applicable) e`
Date last inspected: T t
Agreement: " �+
r w 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 an ,not to place the system in operation until a Certificate of
Compliance has'been issued by this Board of Health.
ed
Date
1 ti
t Application Approved b a Dated 76, y
Application Disapprov by Date
for the following reasons
t Permit No. Zy 1 LJ — b Ll L' Date Issued 2 2v/ -2 01
THE COMMONWEALTH OF MASSACHUSETTS
w BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO C RTIFY,that the.On-sit Sewage Disposal system Constructed Repaired( ) Upgraded( )
Abandoned( )by r
at 0` 1 S e5 ck m has been constructed in accordance
with the provision of Title.5 an j e for Disposal System Construction Permit No-7O `1- oL14 dated
Installer N o � `Mr'} Designer t r\ V(��1 L4
#bedrooms 3 Approved design flow 330 gpd
The issuance f tho p rmit shall not, e e nstrued as a juarantee that the system ti= de i-ned.
Date i I(n-spector
---------------------------------------------- - -- ------- = - ------ --= ----- ---------- "- -
No. �ol N - O tI Ll Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction permit
Permission is hereby granted to Construct ) Repair]( ) Upgrade( ) r Abandon
System located at + ��5 Gt►�'�Q >r�
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.
Ji
Provided: onstruction must be completed within three years of the date of this permit j
'j Date Z uU Zo/y Approved by
Town of Barnstable
Regulatory Services
* Richard V. Scali, Interim Director
* BARNSTABLE,
9 MASS. Public Health Division
163q. 1�
ArFO MA'�A' Thomas McKean, Director
200 Main Street,Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
// Installer&Designer Certification Form
Date: (LASewage Permit# Assessor's Map\Parcel l-7 3 7-
Designer: c), <<l As!Rx lc.�Sj��Installer: Nc�l�G/"/k Yl
A�,j
� SAddress: 1573 SI-re e f-- Address: c90 Ga--Qt�Q L.-.n
9 ce -1 s er A41 GZ6 1 Senn iS f--(-� (�tos. G a CQ3Gt
On .2, 9,o ,/iv
fed 6 was issued a permit to install a
(date) G (installer)
septic system at Z t e Sa f&e �A-je,,4 based on a design drawn by
(address)
)A, G 1 k( 'ASG6 dated Z—17-1 q rPL",S-fo�
(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 construct ce with the terms
of th I\A pproval letters (if applicable) yA�lz Ss��
o� KEITH E. tiG
f° -- -_�:- FERNANDES
v CIVIL
staler re) No.48725
e
S/STEAD
TONAL
(Desi ignature) (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
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20'-0" 24'-0"
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FRONT ELEVATION
1/4" - V
PROPOSED 3 BEDROOM RANCH FOR: a
HABITAT FOR HUMANITY OF CAPE COD
IN: .. SCALE: DRAWN BY.'
BARNSTABLE /e"=1`ORNOTED DAVID FAL TEN
L21
: DATE PRINTED: SHEET#
SESAMESTREET L 2/8/2013
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30'-6" 5'-0„ 8'-6„
REAR ELEVATION
eillill Ill
Li
6'-4" 24' 6'
30' 6'-4"
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LEFT ELEVATION RIGHT ELEVATION
PROPOSED 3 BEDROOM RANCH FOR;
HABITAT FOR HUMANITY OF CAPE COD
IN: SCALE: DRAWN BY.'
BARNSTA_BLE I 1/8 V OR NOTED DAVID FAL TEN
ON: - _ DATE PRINTED: SHEET#
29 SESAME STREET ; 21612013
0
44'-0"
6' 2 1/2" 12'- 5'-8 1/4" 3'-3" 6-6" 5'-1 3/4" 5'-5 1/2"
£i kit
it
WINDOW SCHEDULE
0
NUMBER CODE COMMENTS
9
W01 9 244DH2449 U.30 5.29
W02 1 244FX3049 U.28 3.31 - n/w i i
W03 1 A21 U.28 S.31 d I 1 1-8" 8'-5 1/2" o
W04 2 AN41 U.28 S.31 in r io
W05 1 C135 U.28 S.32 24'-0 1/2" -
W06 i CN235 U.28 S.32 I t
DOOR SCHEDULE DINING -1
NUMBER OTY SIZE CODE COMMENTS I vdo KITCHEN r
D01 1 2868 S2i0 U 0.16 T
Dot 1 3068 S262 U0.2a I , O BEDROOM o wo
D03 1 13068 S296 I U 0.17 77N I
ZD
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E CQ
r 1_ 10'-s„
N 6'-3 1/4" :<
D02
N N LIVING r
'= 1468 21068= = 1 068 21068- .
jj
N
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301
d 21068 21068 _ I N
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5068 N
-
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� - o r
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wo ED 8 — D03 — BEDROOM r BEDROOM I "'
9
O T i
8'-7 1/2" 3'-8 1/2" 9'-1 1/2"
p g,.
n Porch c -
p - � 0 101
o ry ED wo
o _
20'-0" 7'-4 3/4" 2'-7"--3-5 5-3 1/4"
43'-8 1/2" '
PROPOSED 3 BEDROOM RANCH FOR;
HABITAT FOR HUMANITY OF CAPE COD i
FIRST FLOOR PLAN lN__..___._.- SCALE: DRAWN BY:
1/411 _ .I„ BARNSTABf E 1/8"= i'ORNOTED DAVIDFALTEN
ON: DATE PRINTED: SHEET#
129 SESAME STREET 21612013
i
i .
DROP TOP OF FND 8"
44'-0"
8'-6" 5' 0" 1 I 30'-6"
2817 - - - - - - -- - - - -- - _ _
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8'X 7'-9"CONC.FND.
r I I 8"X 16"RIBBON FTG.
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COLUMNS
4 BASE WINDOWS
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3.5"CONC.BASE FLOOR. I I
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- - - - - -- - - - - - - - - -- - - - - I IN
1.—SO-NO TUBS
9 MIN.48"BELOW GRADE
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DRAINAGE CONSITRUCTION NOTE5 . 5EPTI C 501 L TE5T LOG5 : . . I � � I I I I .. ' ' I I I I 1 : 1 I 11 I "' , � . 1 . I I I . � I . 1. I I I I I I
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1 ,)CONTRACTOR SMALL 15E RESPONSIBLE FOR VERIFYING, LOCATING AND PROTECTING � � DEPTH FROM 501L SOIL I I I I .11 I � I 11 I I � I I . I I I . . I I
I � I I 501L 591L . OTMER� I I - I � . I I � � I � � I I !
ALL ABOVE GROUND UTILITIES PRIOR TO AND DURING CONSTRUCTION. CO'INTRACTOR . 5UPfACE HORIZON TEXTURE I. �I . COLOR MOTTLING I . � . 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 1. I :
I SMALL CONTACT DIG-SAIFE, ON TARGET LOCATING AND BARNSTABLE WATER DEPARTMENT, � I (INCHES) �i , , (USDA) , I . � I (MUN5ELL) 1. � � I I I � . I . I I ,� � � � 11 I . � . I � I I :
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I AS APPLICABLE, FOP,MARKING OF ALL PUBLIC AND PRIVATE UTILITIES. i � I � 0-I G" A LOAMY SAND I I I CYR 3/4 NONE I . TYPICAL ROADWAY FAVEMENT SIECTION , , 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 .1 1 2.)ALL COMPONENTS, SUBJECT TO WHEEL LOADS, SHALL 13�Iff I RATED M-20. 1 1.I � I I I I G-45" : 11 5 LOAMY SAND .I I CYP 5/5 NONE 20-30%oravel I I 11 I I I � I 11 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 1�1� I � I I I . I �
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1 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
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1 4.) ANY MODIFICATIONS AND/O I R DEVIATIONS FROM THE PLANS SMALL BE REVIEWED � I � DEPTH,FR,OM 501L SOIL � I I � SOIL 501L R I . . I I � I �I I I I I I 11 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 SURFACE HORIZON TEXTURE . I I I COLOR MOTTLING I � I . I . I � I I 11 � . . . I �
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I � AND APPROVED BY THE ENGINEER � I I . (USDA) 11 - � � (MUN5ELL) . , I I � 11 . I 11 I I I . I I . I 11 I I . I I i
I . (INCHES) I : � I I I I I I � I . I I I . I I I . I . ING GALLERY DETAIL. I I .. � I I ;
I I I I I I 'll � I . 11 I I I I I I LEACH . 1 I I . �
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I . 5.)COVER ALL LEACHING PITS (Iff UNDER PAVEMENT)WITH 24" DIAM, CAST IRON FRAME . I I � 1 0-9" , . A � LOAMY SAND I - , I I 11 CYR 3/4 NONE I ___ . I— I I - .1 I G1 __ . I � "I . I I I I . � I I I I � � . . . . I I . � . I I !
AND COVER RA15ED TO GRADE (USE EJIW LK I I CA OR EQUAL). I I . 1 19-391, 1 1 1 MY SAND I CYR 5/8 NONE . 20-30%,iravel I I � 11 � I I � I I .1 . � � I � 1. I I I . I I 11 I I
I I I I I I � - I 5 � LOA I . I I I 11 � I I I I I � , . I I � � � . . I I I . I I � 5CALE: I " = 20' 1 1 1 1 1 I . I I . I . . � I
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. I G.)THE LEACHING BASINS SMALL BE I SET FULLY INTO CLEAN SAND. DE51GN ENGINEER , 1 39-150" I Cl I MEDIUM/CCAR.5E SAND �I I I OYP (5/G I NONE I Perc. P_ G G" , I I I I - 1 .0 - I I I I I � I I� I I I I I .0 I � I I I � I . I . . I I I � I I 11 I I �, I. . � I � I I I ." I . i
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I SMALL INSPECT THE SOILS AROUND AND BELOWTHE LEACHING FACILITY AS WELL I I TEST HOLE 2-3:,EL=49.9-E, I .. I .1 I I �� I . I I � I I I . � . I I I I � 1 - .1 I I i
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! . � AS GROUNDWATER ELEVATION PRIOR TO FACILITY INSTALLATION, DESIGN ENGINEER SHALL I DEPTH FROM t . . SOIL - 501L � OTHER � I I I � � I � . I . 11 I I ROAD SHOULDER SMALL 13E GRADE[) I I I � . . . � I . (50, 1 _ . .. 1, i � I I I i
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! I L -90 I . . I ITO MAI NTAI N STOP MWATER ON51TE I I I I I . I- I I � I I TO MAINTAIN STORMWATER ON51TE I I I � Jo I - . � I I .1/ , I I 1 . I I �
SUBMIT INFORMATION TO THE TOWN ENGINEER DETAILING THE 501L AND WATER TABLE � . � '8111,IWN ITEXTU I I I I I I I I I I . : � . . I I I I . I � � I I ;
I SURFACE M PIE COLOR MOTTLING I � I I I I I I � 1,
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INFORMATIONAT THE LOCATION OF THE SUBSURFACE DRAINAGE. I , I I I I I I I � .1 I I I I I I . I I I I I - I . . I 1 21 - I I , , 2 1 .
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I I I 0-I G11 . DY LOAM , I CYR 4/G NONE . I � __��_�,,, 114" PEP, ff00T'F9TCH . , � I
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: CATCH 13ASIN AND LEACHING NOTE5 . . I I BERM --- , -,,\\ 1 4-� ' //-� -3" HIGH BERM (AS 5HOWN) . . , I I : I . , i
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I . I I I I �. 1. � �. C2 I I I CYR G/2 I NONE ,, I ___1 :. ., , ..: .:. - , .� I I � I 'Ti :1,1151�,�' " I'll I I . ;
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I j ALL PROPOSED CATCH BASINS, LEACHING GALLERIES, AND TRENCHING ACROSS � � I I _ - . - . .. . .. I . . "I � 1,�11 I
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� � I I . I TEST HOLE 2-4: EL=53.7± I I I I I - I . .,. .. ", : I'. ...:.,,"': :,:.1- . - , ," .. . .;, . . -,-.�,,. -.:.:� . -I i'..,,",.:,'- " z . . . ..; :," """�, , I , I . I -1 I 11 I �
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I I I ROADWAY SHALL BE BACKFILLED, AND COMPACTED IN G-INCH LIFTS. COMPACTION I � :- , : ... -*..,.`: * ,,, ,1.11 1._-`-_1*-1-_.-.--.- .:.;.. ; '. , ., ., 7 . .
I I . : �.� . , � . . , I I .;
i 1 . I DEPTH FROM SOIL 501L I I SOIL SOIL OTHER � :A . ,".", 1. ..... I. " .. . I . . , ,'% *. .,..; ,',..,-,:., ,,."��.-`. ,-.. - ,�.. - �".._ ,:-:.""':,-:.' ,, ., , I � I I I I . I I I I I I I , I I I % . I I I I !
i I SMALL MEET 95%STANDARD PROCTOR REQUIREMENTS..ALL BACKfILL MATERIAL I 1� I I SURFACE HORIZON I TEXTUR I � , COLOR MCTTLING I . I 11 � .1.1 I I I I 11�I j.., . . � I I . I � 11 I I � . . I 1% I I � � � � I � . � I 4 I � I I . I I I I I . �
i � E , . � I . I I � I I I . � I I I I I I 11 I - . . 1, . I i
; SMALL BE DENSE GRADED GRAVEL WITH A MAX 51ZE OF 314"OR ENGINEERED I . I I . I I ,� I : ____0_ I .01 11111111111-- I I � I I , . I I I I � . I I I I I I I
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i I I I 1, � � (INCHES) , ,, . . � (USDA) , I I I I � I (MUN5ELQ I I I . 1 .5" FINISH COVER'ROLLED) � 11 I I I � I I . , , I .� 1. . � I .1 11 � I � . I I - - I I I . .I I I .1 I I 11 . 11 I 11 . I � . 11
� APPROVED EQUAL. 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 11 I I 11 � I � I I I . �
� I I I I I I I � . I I I .0-1 4" , A , , LOAMY SAND � � - ,I I I CYR 3/4 NONE �I 0- 1 .01 --a- 2.5" BINDER COURSE 'ROLLED) I ,� � I I I I I I I ,� I I I ,.. . I � I I I . . . - � � .1 I . I . .. I ' ' I � "I I � . - 11 ''I I I I I I i
I !� � NOTES: I � . . I � � � - I I . i
. 2.)THE LEACHING BASINS SHALL BE SET FULLY INTO CLEAN SAND, DESIGN ENGINEER I . 14-42" B LOAMY SAND � , I CYR 5/8 NONE - I � I I I I , I � I - ,A � � I
. . . . I
iI I . I I I I'll 1. . 1 11 11: I "I'll , I I . 11 I � Cj e`5 - 11 I . . I . , 1 . I . . � �
� I SMALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY PR(Op,TO � I � 1 8" PROCE55ED STONE (SUB-BA51!) - I I I � . � � DrNXNAGE 501 L �TE5T LO( - I . i I I � i
I 42-12G" I Ct ,, I MEDIUM/C0AR5E SAND . I 0YR 8/G I NONE . . I � . I� I .)PROPOSED STONE SUB-15ASE 5HALL,EXTEND PWIDER THAN THE , I I . I I I � � � . . 1, . I I
i FACILITY INSTALLATION. � 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 I. PAVEMENT IN ORDER TO SUPPORT THE.PAVEMENT EDGES, I I I I I . I � . I . I I I � I I I ,�,I �� � I 1, I I I ;
� I � I : I ,� I I 1 (2) 4" L11`75 I . I � I I I� I . I I i
I I I . I . � I TE5T,MOLE 2-5: EL-53.0± � I I I I � I I I I .1 1. I I I I I . � I . . I .� I I 11 TEST HDLE 2-1.- EL=48,3± I I I I I � I I � I ;
; 3.)THE CAST IRON GRATE FOR THE CATCH 5A5IN5 SMALL BE LOCATED 50 THAT I I 1, I - I I I 11 � . � � I . I 11 I . . � I ' 501L , 501L . . I I . I i
I ' � � � I I " I I I 1 2.) ROAD 5MOULDff RS NEED TO,BE GRADED IN ORDER TO RETAIN 5TORMWATER 11 � SOIL I I . I I I OTHER , � I � I I :
I � � � :
I I . . I I I I DEPTH FROM SOIL, SOIL , I SOIL � 501L OTHEF, . , � � (MIN) 4i' CLEAN 5AND BASE - � I . I I I . I � DEPTHIFROM 501L ' I , I I :
I I I
� I � I I I I I I I . � I I I I . � I 11 I COLOR MOTTLING I I . . . � � :
. I THE CENTER,Of THE GRATE 15 AT THE GUTTER LINE 'Of THE,ROADWAY SURPACE (UNLE5 I SURFACE HORIZON TEXTURE I .1. COLOR MOTTLING 11 � � . I I RUN-OFf ON-51TE. I . I 11 . 11 11 I 11 I . � SURFACE , HORIZON TEXTURE' . I . � . I I I I � I i
� OTHERWISE I NOT I ED). � I . � . I . . I I I I I . (INCHES) ,, � I I I (USDA) I I I . I I . ,� .I � (MUN5ffLQ . I . � I I .1 I I 11 � � . I I I I . .1 I I . . I 11 � I I I . I (INCHES) I . (USDA) � I I I (MUN5ELL) :. I 11 � I . I I . i
� I � . . I I I - I I I � . � 12.) DESIGN ENGINEERTO INSPECT THE ADEQUACY OF THE ROAD BA�51! PPIORTO , I 11 11 :
� � I I � 11 . I I � � I . , I I I . - , A, , LOAMY SAND I : , I QYK 3/4 NONE ,,� � , . I� I
i I I .1 I � I CYR 3/4 11 I I . I I I -71, 1
i ,ON FRAMES AND SEALS POP,DRAINAGE COMPONENTS SMALL BE FINISHED I 0-1 3" . A , LOAMY SAND � , , NONE I � I THE PLACEMENT OF PROCESSED STONE, . I I I I I I � _�L � �
I 1 4.)ALL CAST IP I � 11 � I i � I I ' I � .1
iI I I I I I I I � � I I I I . I I I I :
: I I I I - . I � . 11 I I I 1 8-43" , B , LOAMY SAND � I I I I CYR 5/8 NONE � , . I I I I I � I I � I I � � I I I I I I �1 7.30" B LOAMY SAND , 7.5YR G18 NONE Perc(&, 25" 1 1 1 1 1 . . �
: WITH MORTAR CEMENT, I � I I I 11 I I I _ . I I � 1. I I I I I..� . � . I 11 I I I I I I . I 11 � 11 � I I I I . . � I I ,�. . .1 I 11 I I
; � I . � I 11 . I . � I . I � I I I I I � I . I I I 11 I I I �� I I : Cl I MEDIUM SAND: - I CYR No . �
� I � I I I I I � .. I . I I 43-1 25" I Cl � I MEDIUM/CCiAR5If SAND , I I OYR 81G I NONE I Perc A-) 73" 1 �. I I . I � 1. I I I I . . I I I . I 30-1 00 I I I
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i 5.) CATCH BASINS GIRATE55HALL BE PLACED OVER FILTER FABRIC UNTILROAD 15 PAVED �� I I I . � ,. I I I I 11 �I I .. . .I I I I � I I I I .1 . 11� .1 �.. I� � I 1.� , � I I I I � I I I I I OG.-I 50 I C2 15ILT LOAM � ' I I CYR 7/4 1 NONE ,: I 1. .,� 1- 11 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 WITH BINDER COAR3E. CONTRACTOR 15 RESPONSIBLE TO MAINTAIN THE FILTER FABRIC TEST HOLE 3-1 � Ifl_=�0.5± . " . � I I - I. , 1. . I 'll � I I I � I � I � . I � I I I .1 1 I I . I � I I I I I . 1. 11 I . � I I I � I
� I I � . . 1 I � 11 I � � I . �I � I I 11 I I .1 I I I I I I I I I I I � 11 I � I 1 I I I I I I . e . �
! 1 50 SEDIMENT DOES NOT GET INTO CATCH BASIN. .I ,� I I 11 . I I I . I I �, � . . I � I I I I ,: I TEST HOLE 5: EL=48 8± ,1: �I I I 1 I . I I . I I I I I :
i . I I . I DEPTH FROM I SOIL , SOIL � �_. . SOIL . , SOIL OTHER � I I I I . I . � I I I I I I I I � . 11 I I I I � . I . I I I
iI . I I I . � I .1 I . 11 I � I I I � . 11 I I I � . � I i
I . . � � I I � I I I . SURFACE HORIZON. TEXTURE : ,� COLOR MOTTLING I I I I � I . � I I I I � � � I .1 I I I I DEPTH FROM 501L SOIL, � .I I . I 501L 501L OTHER , I . I I I I
i I . . ,� I I I .(INCHES) 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 SURFACE ,� ,Iff , - I COLOR MOTTLING , I 1, � I - 11 . I . i
I I 1. (USDA) I (MUN5ELQ , � I I � HORIZON TEXTUP I . I
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: 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 � I I � le 1 .11 .� I � I I I I . �1.(I NcH E5) ', , .' ' I I (U5DA) I I �� I (MUNSELQ , , . � . . I � I �
I I � . . I � I ----- I
I I I I I I . I � � I I I I � C-4` - I A LOAMY SAND -- I CYR 3/4 NONE ,� 11 � , 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 1 I I I I I � I � - � � . 1. I I . . I I . I 0-I 0" A LOAMY SAND I OYR 3/4 NONE I . � i
I I I I � 4-24" 15 SANDY LOAM . I CYR 5/4 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 . . �� ,� I I I � � I � I � . I . I., I I I 11 I � . I I I I CYR 5/8 NONE .� I 11 I . I I
I I I . � - 1 24-50" Cl � MEDIUM/CCAP,SE SAND I CYR 5/G NONE I I � � I I I I I I � I 1 10-25" B LOAMY SAND I I i
. I I I .
I I I I I I I I I I � I I I I � I I I I
. I I I I . . I
I I I
I . I I . I I - I C2 I SILT LOAM � �I � �I I I CYR G/I I NONE I , , . � I I I I I I I 11 . �I I . I I � I I I 1 25-120" 1 Cl ,MEDIUM/COAR5E,5AND . I CYR 81r. I N I ONE Perc 0 48" . I . I I i
I I I I � 1. I I � I I . I I � , . � I I I !
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I I 1 . I I . I . I e5-130' ' I C3 I MEDIUM/C6AR5E AND I I CYR G/8 I NONE I GW siTANDING (&- 127" 1 � I I I . 11 I �� I I I I I I I I 11� I'�� I I I I I � . ,� ,. I .I 1. I �., I I I � 1. I I I . I 1. I I 11 ;
I I . I !
I . I I I � � I � . I . I . . .. I I � I � I I I I DATE Of TESTING: 211 1114 I � I I 1 . I I . I I � .1 . 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 . 1 I I I I I I I I I I I I I I I I I I -C I"LAYERS. � I I I I :
I � I �� I I . I TEST HOLE 3-2: EL=5 1.0± � I I , I I 11 . . . I I I I . . 11 1. I I � I PEF,COLATION RATE; 3 MIN/INCH IN"15 t . 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 . . WITNE55ED BY: KEITH E. FEPNANDE5, PE, J.M. OREILLY*A550CIATE5,-INC. I . 11 I . . !
� � 11 I I � I I I DEPTH FROM 501L SOIL I I I 4 SOIL 501L OTHER 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 SURFACE HORIZON TEXTURE I I � I COLOR MOTTLING I . I I I I "I I e I�. I I . . I � . PERCHED WATER ENCOUNTERED (5.EL=39.5 ± IN TP#A I � . � �
I I
� � . I I � � � I I I i
I I � I I � � � . . R ,DRAINAGE. :
i � . . I I (INCHES) , I (USDA) � � I I (MUN5ELL) " . � I I . I I I . � I I IJ5E A Q-RATIO LEACHING AREA OF 0,51FOR THE PROPOSE[)SUBSURFACE 5T9 MWATEP. 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 � 11 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 1 C-4" - A LOAMY SAND i � I QYP 3/4 NONE I � � I I I ,�I I I I I � I I I I .1 . I 11 I . � I I I I I I . ;
. I I I . I I I I . I I i
� � 1. I � . I 11 I I � I I I I I I I I I I I . �� . I I
: . . I 1 4-1 G" 5 SANDY LOAM I OYR 5/4 NONE . I . � I � I I I I �� I� ,. 1. . I I � � I I .1 I I . I I I I I I I I 11 I . I 11 I � .I . . 1. I I
: I . I I I � I I I � , I . � I I � ,� � �
I I I I . . . � I I G-98" I Cl I MEDI UM/COAR5E SAND I I 0YR .. I � I . . I , I ,� I I I I ,� . 1.11 I I 11 �I I I I � I .� � . I . � I I I
I 5/G I NONE 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 08-I 30" I C2 I SILT LOAM . I I CYR G/I I NONE GW STFAN D I N G E:13:9:� 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 . � 11
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I I I TEST HOLE 3-3; EL=52.1 ± I 11 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 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 . DEPTH FROM SOIL 501L SOIL , SOIL , OTHER I I I I I I 11 I . ,� � I I � . I I . . I 11 � I � � I � I I I I I I. - . 11 I . 11 I I . I I � I � I . I , � � : �
� I 5URfACE HORIZON TEXTURE I COLOR . MOTTLING , 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 I . � I � . - I I - I I I :
I � I (INCHES) (USDA) I : I I I . � � I � � . I I . I I I . I I I . I .
i I I � (MUN5ELQ I I I I I . I � I 11, . . I . � I I I � � I � 11 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 � 1 I
I I � 1 0-4" A , LOAMY SAND , I CYR 3/4 NONE 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 � ; 4-40" _ 15 SANDY LOAM �., I CYR 5/5 NONE 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 40-140" I Cl I MEDIUM/COAR51!SAND 70YR 5/G I NONE , I Perc (d GO" 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 � 11 � � I � I I 1. I I I I � I . I I � I I . I I I � .� .11 � . I . � 1 ;11 I I 11 :
� I I . � I I I I I I .
� . TEST HOLE 3-4: EL=54.1 ± I I I I I .1 � . I . 1, 11 I I I I I I I . � I 11 I . . I � � I I 11 ''I � 1. I 11 .
. � . 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 11 . I I I I � I I � I I I I 11 . I I - I I 1 . I i
: � DEPTH FROM SOIL 501L I I 501L SOIL OTHER , I I � I I I I I I I I .11 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 SURFACE HORIZON TEXTURE I I COLOR MOTTLING I I I � I I I I I � . I I I I I I I . i
iI I I I I I I � 11 I I � I I . � I I I I � I I � I !
� I . (INCHES) I I � (USDA) (MUN5ELQ I � I I . I I I I I I . � I � I 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. 11 11 I I . I I .1 I . I I I I � .
: I I I I � . I I I i
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I I . I I I � PERCOLATION RATE: LESS THAN 5 MIN/INCH IN "C f�� 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 � . . .1 I I ,� CATCH BASIN . RIM EL W INLET INV, (±) � I . I � :
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� I I GENERAL NOTESI : � .1 . .1� � . � 501L TE5T LOG5 : � I I � . . 5Y5TEM DE51GN CALCULATIONSI : I I . I . I � I 11 . . I � � MA �
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� � A.) NEITHEF DRIVEWAYS NOR PARKING AREAS AR I E ALLOWED OVER SEPTIC SYSTEM . I TEST HOLE 2-1 : EL=53.2t I . SEWAGE DE51GN FLOW: I � I . I I I I I ,
I I . 1 3 BEDROOM DWELLING @ I I 0 GPD = 330 GPD I . I . � I . . � ; ,. I I. . I � LOCLJ3 . I I
. UNLE55 M-20 COMPONENTS ARE USED. I . I � I DEPTH FROM 501L 501L I . 501L 501L OTHER I � I I I I I I I � I I I = I
. I � . . I � SURFACE HORIZON TEXTURE I COLOR MOTTLING I I I I . I LEACHING CAFACITY REQUIRED: I I I I I . I I . I I I . � I �I E
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� 1 13.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- 1. (INCHE5) (USDA) � (MUN5ELQ . I � . � I I . 3 BEDROOMS (MAX.) @ I I 0 GFD = 330 GPD REQUIRED � � � � 1. I I I I. I � LOCU3 . m
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� . LESS CONSTRUCTED AS SHOWN. ANY CHANGES SMALL BE APPROVED IN WRITING.. � 1 . 0-I G11 � A LOAMY SAND � I I Oi 3/4 . I . . � � I I . . . . � I
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1 1 1 . I. I I SEPT IC TANK CAPACITY REQUIRED: � I . I I
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� C,)CONTRACTOR.SMALL 13E RESPONSIBLE FOP,VERIFYING THE LOCATION Of ALL � . I G-48" I � 13 ,LOAMY SAND I I OYR 5/8 1 1 20-30%oravel . DAILY FLOW = 330 GPD @ 200% = GGO GAL.. REQUIRED � I . I 1 I I . � 11 I I I . . I I I: I . � I I " � . . I �
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� � UNDERGROUND AND OVERHEAD UTILITIES PRIOR to COMMENCEMENT Of WORK. .1 � 1 48-12 1" I C I I MEDIUM/COAR.SE SAND I I OYR&1r. I NONE I � ___71 . I I I . I . I � . 11 � � . I . . . . � I � I I I I � � . el .
I � � I SEPTIC TANK CAPACITY PROVIDED: . � . I I I .
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. I . I TEST HOLE 2-2! ,EL=54.0± . I . I � I I I 1 1500 GALLON SEPTIC TANK(MIN, ALLOWED) . � I � I � I I I I I I 0
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� I . � . CONSITRUCTION NOTESI : � 1. 11 DEPTH FROM SOIL SOIL SOIL. ' 501L OTHER I PUMP CHAMBER CAPACITY PROVIDED: . � . . I I I . . I I . I I . I I oac�
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� � - - .. , , I . SURFACE HORIZON TEXTURE COLOR MOTTLING � I I I I 000 GALLON PUMP CHAMbLK TANK I I . � I . I � I I� I . I . I . I I I . . ,e�_av\e I . I
. I (INCHES) (L15DA) (IMUNSELL) I I � � I . I
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I I I I .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENV]RONMENTAL CODE, . -911 A LOAMY SAND I OYR 3/4 NONE I LEACHING CAPACITY PROVIDE[): � I . I . .I . � . � I I . I I I I . I �
. � I TITLE 5 AND THE REQUIREMENTS Of THE LOCAL BOARD Of HEALTH. I.. � I . I I . � I OY`P\5/8 NONE 20-30%oravell I ONE (1) 25'X 1,2.83'X 2.0' LEACHING CHAMBER CAN LEACH: . I . 11 . I � I I I . I . . I I
I � 1. I I . . . 1 -9-39" 13 LOAMY SAND Vt=[(25 X 12.83) + (25 X 2,0)2 + (12.83 X 2.0)21 X 0.74 GPD/5f=349.33 GPD I I I I . I I . I �. � I 11 I I . I . � I I
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� 2.)SEPTIC TANK(5), GREASE TRAP(5), D05ING CHAM5ER(5)AND DISTRIBUTION I . I 33-150" I CI I MEDIUM/COAR5E.SAND I I OYR 81G I NONE I Perc P GG" - I � . 349 GPD>330 GPD REQUIRED ; � . I �. . I I �. I I � . . � I I I I ., I � I . . I . I . � I ��
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� I . I BOX(E5) SHALL BE SET ON A LEVEL 5TA13LE 13ASE WHICH HAS BEEN MECHANICALLY I TEST HOLE 2-3:' EL=49.9± �. ; . � . I I : . . NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN, � I I . I � I I � I I . : I I I I
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I COMPACTED, OR ON A G INCH CRUSHED STONE BASE.I . I I� DEPTH FROM SOIL 501L 501L 501L OTHER I I I INSTALL: I I I I I � I � I I � � I I I I I I I .1 I ,� . I � I � I . � I I
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� i I 11 SURFACE HORIZON TEXTURE COLOR MOTTLING I ONE (1) - 1500 GALLON SEPTIC TANK I � I . . � I I I I .� . .
i I 1 3.)SEPTIC TANK(S)SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE (INCHES) I (1-15DA) 1. (MUN5ELQ . I. - I I . I � I I .I I. - I I I I I I. . I . � . I I I I I . I I �
AT LEAST THREE 20� DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE 50T- I ONE (1) - I 000 GALLON PUMP CHAMBER . I � . � I I � - I . I . I I
I TOM Of THE SEPTIC TANK TO THE FLOW LINE SMALL BE 48". 1 � I . I I 0-I G" A 5ANDYLOAM I I Oi 4/G NONE I . . I � �ONE (1) - 3 OUTLET DI5TRI5UTION5OX(M-20 Rated) 11 . I . . . . .1 . . I I I . � . I I I � I I I . I � NOT TO SCALE I �
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� I I I I I G-34" 13 SILT LOAM I GYR G1 I NONE I TWO (2)- 500 GALLON LEACH CHAM15EF5 WITH 4'Of STONE ALL AROUND I . . � I I I I
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I � . . 4.) 5CHEDU I LE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM Of G" I , I 34-GO" I Q - I MEDIUM/COAS5E SAND I OYR 7/5 , NONE T 5 of Silt . ONE(1) - EFFLEUNT FILTER I I I 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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� A13OVE THE FLOW LINE Of THE SEPTIC TANK AND SHALL BE INSTALLED ON THE I I C.0-I 5G" I, C2 15ILTY CLAY LOAM --I I OYR C.12 I NONE ' 1 "9c'e � I � ONE (1) - MYERS SRM4 1/4HP EFFLEUNT PUMP`WITH CONTROL PANEL I I %%%* . I - I . . . � I I/ I ____ I � . � PLAN 500K 34G FAGE 75
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� CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. I . � I 11 SEVEN (7) - BUILD UPS WITH COVERS(SEE FLOW PROFILE FOR DETAILS) . I/ I ftft I a,,* . 11 . I 11 . / I I " ,� � I I I I
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� .1 I ., � . I . TEST HOLE 2-4: ,EL=53.7± I I . I . I I I I I 1. I I . I . . I . .�I / I I I I 1.1--
1 5j RAISE COVERS OF;THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST � I 11 - I - ___ .I __ - I .1 � I I I I ft% , � � � I � � � I I � . I I I . I ----'' - A-95E55 I ORS' MAP. 1 73 PARCELS 7-1 * 7-2 1
� � � CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN r"of , DEPTH FROM SOIL 501L I �� 501L 501L OTHER I . I . .� . . . / .1 .1 I 5 ) . I I I... �. I I 11 I . � 1. � I I 1. I I . ,� I . . . I
I ENT.- I SURFACE HORIZON TEXTURE COLOR MOTTLING I .I . . I / I C I W . / , I I I
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f INISH GRADE; OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AG . . � I (INCHES) (USDA) I I (MUN5ELL) , � . . . I I I I I/ � j L /I . I � I I I I � . � �
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G,) PIPING SMALL CONS15T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE,5MALL � - 0-I 4" A LOAMY SAND I I OYR 3/4 NONE I I I I I I - A IVL) I I �
� BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. I _ I � I . . /00, I . � .
. . . 14-42" I 5 I LOAMY SAND I 0YR 5/8 NONE I I I - . . I .1 � . . � I I I� .I . . I I I I I
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I 1 7.) D15T�RIBUTION U I NE5 FOR SOIL ABSORPTION 5Y5TE.M(AS REQUIRED)I'SMALL BE . �I 1, 42-12G"� I Cl I MEDIUM/COAR5E SAND I I C)YP,,5/G NONE - I I I , � I I I .. I I . k4r1_ I / I I I I . . I. I I// I � . I I -.71-I.- - I I� I . ___ -1.�__E EXISTING CONTOUR
� , I I I , I . � I � I I I � c- '1*4 . I . *** I.,. -_ � � -32 PROPOSED CONTOUR I
� 4" DIAMETER SCHEDULE 40 PVC LAID AT 0,005 fT/FT. LINE SMALL BE CAPPED � I TEST MOLE 2-5: EL=53.Ot I . . I . � I 80,�, / 11/Vb . . I I I / i . I '. 11 I I .
I I I I I 1 . . . � � . , , . I I . 44% I I I I .
I At ENE) OR AS NOTED, I - . . � - I I � .. . 1 . - i / I I I I � I Z , "I X 12.34 EX15TING SPOT GRADE � li
I I I 11 . . I I DEPTH FROM 501L SOIL � I . 501L , 501L OTHER � I I I I 1 4�� 1 ! � . I 1. � I. �. � *% � -I " � � �'��'. , . I
,EMAIN LEVEL FOP,AT LEAST I SURFACE HORIZON TEXTURE COLOR MOTTLING I . / I . . I . 1. . 24x5
� . I I aj OUTLET PIPES FROM DISTRIBUTION BOX SMALL P (INCHES) � (USDA) I I 1 � . (MUNSELQ � � � . I � I I I �. � . . �, I . 1 1,,__1_/. Oak ,/Aft�_ 1,- � . . I PROPOSED SPOT.GRADE
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2' BEfORE PITCHING TO 5O1LA55oRFTiON SYSTEM, WATER TEST DISTRIBUTION I � I I I I � . 4%* , , . . I I 11 � � �.I ftft I . . I I I . -W_ WATER, SERVICE LINE
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. BOX TO ASSURE EVEN DISTRIBUTION. I I - - . � 0-1 3" . A LOAMY SAND � I OYR 3/4 NONE I I I I I I / *% I-1- I . I I . I � I� I I . ftft / 0'aw . I � � I I - I
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� 9.) D15TR.IBUTION 5 I OX I SHALL HAVE A MINIMUM I SUMP OF G"MEASURED BELOW , 13-43" 5 LOAMY SAND I OYR 5/8 NONE � I � I . I I . � I // *** � � � . I I I� I . � I I I . � � . . � 11 � . I ftft I % I I b- OVERH EAD UTILITY SERVICE
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I I I THE OUTLET INVERT. I � 11 I . I I I . 43-125" I Cl. I MEDIUM/COARSE SAND , I OYR BIG I NONE ,Perc (a 73" 1 1 1 1 1 1 1 1 1 i/ *** 1. 1�1 I I . I . � �I I . I I I. � I I I I�- I %* . . 1 I� ._U- UN I DERGROUND, UTILITY SERVICE
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� I 0.) BASE AGGREGATE FOR THE LEACHING FACILITY SMALL CONSIST of 314"TO � I . . i / %* , . � . � � . . I . GAS SERVICE LINE
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. . � I-112" DOUBLE WASHED STONE fP f IRON, FINES AND DUST AND SHALL BE DATE OF TESTING: 4/30/13 . I . � . � I I I I I I I I I 1� 11 --� - I � . I I I .1 I e TEST HOLE/ BORING LOCATION I
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. � I ./I�0 TP#2- '_1 I I I I � � I I � I I I I I .I �. I . � .
I I I WITNE55ED BY; KEITH If. FERNANDES, PE,,J.M. OREILLY 4 ASSOCIATES, INC. I . I � I . . I #�� I I. �. � I � I I I . . . .1 � I I ST SEPTIC TANK
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� SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 1 .PERCOLATION RATE: LESS THAN 5 MINACH IN "C I" LAYERS IN TF#5 1 , 2, 4. * 5 .. � -4 lj� _,� I . I �
. INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE 50TTOM Of THE
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� � - \TMENT � 1_�2/ 1 0/'71± R . � � , I PUMP CHAMBER,
I STONE FREE of=IRON4 FINES AND DUST, DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPAP I . e TIP#2-1�, ` 4% I . I I � I ____I PC I
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LAYER Of 1/8"TO 1/2" DOUBLE WA5HED I 1 9 -0 . -, I �
I I I I GROUNDWATER STANDING ENCOUNTERED @ 127" IN TP#3-1 t 130"IN TP#3-2 ON LOT 3 . I I . I ff LOOK PLAN. .1 11 _.� / CrVe ,Q�l 1 �,)`.�3� '± � *,% 1 I I 11. . �. I . I I � "', I � I 1_1,� . SAS I SOIL ABSORPTION SYSTEM
� I 1 .) VENT 501L ABSORPTION 5Y5TEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; I USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING Of 501L ABSORPTION SYSTEM. I I I � I I W.*,,,/"//� I I �. I ,I /,71 I I I '.��1�11 I
� . I . � . I I I � . I/ ,,/'��'� � I . :400 / , . - LOCATION Off PROP05ED I � I I
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, I I � " Re5erve
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. NOT TO SCALE / I " * RESERVED FOR FUTURE I
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12.)501L A155ORPTION SYSTEM SMALL BE COVERED WITH A MINIMUM OF 131,Of . I . � I I I lk , - � 11 1 1�, I - I ED CATCH BA51N I
. . . TP#2 $ . , I "�__��� I
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED, I � I I I I Vent , 14��".,. , I I 5A5 FOP, 28 5E5AME STREET- '
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� � Certification . , I ! I
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i CLEAN MEDIUM SAND (EXCLUDING TOP501Q, . � I I I I ��Pl ,�i #2 1. *% I 1-1.." I I . . I
I I I I I I certify that on 10/24/05 I (Keith E,Fernandes)passed the examination I I I . I . . � //1 3? 11 ."', -1 I I I I I I *vo FIRE HYDRANT i
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I � I I a7 , - 11 �,," / I I *% " I I 1. I � ;
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� 1 3.) FINISH GRADE5HALL BE A MAXIMUM Off 30' OVER THE TOP Of ALL SYSTEM approved by the Department of Environmental Protection and that the above I . . ; __:.�",-, � ,,-,',,,_ I 1 1K./,/1 _.:�_, I � � ftft I ��_., 0 WELL . I I
I analysis was performed by me consistent with the required training,expertise . I I . / I/ /1" I� � I '. .1/-'..-I � r ---�_ . . �
I i � � , . I � *06 � . i
i COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER I I . 1 TP#3-5 --- ftft � I I � 0 . DRAINAGE MANHOLE
! AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER and experience described in 3 1 0 CMR 15.017. r_ LIMIT Off WORK / ftft
I I . . I . � I \ _T� ," . I
� � I I . . I BED t� KITCHEN . . . / 7'. 7,_�_ 1�., -- . 1 I � ft" , I . . 0 � . CONCRETE BOUND, FOUND
! Of 911, 1 . I I I . 1. . I � . I I I I CD � I I � 5ILTTENCE � // (2,5, 1 - I� 1�0 TP#3-4 I ftft *** / . � ---F- TOP Of BANK � I
SYSTEM UNTIL � . I . I . 1 7 L_ . I .
; 14.) FROM TH E DATE Of I 1\15TALLATION Of THE 501 L A5SORPTI ON , . I . - - . I (HE DETAIL - PAGE# 0 " rn/r7) --_ ,�� 44* �
i RECEIPT Off A CERTIFICATE Of COMPLIANCE, THE PERIMETER OF THE 501L ABSORF- NAME: DATE: I I I I I I � . I _� � � 0% I -------.--. _____ 11 -----,-- LIMIT OF WORK �
TION SYSTEM SHALL BE STAKED AND�FLAGGED TO PREVENT THE USE�Of5UCM . � . I � . . . I � � I . I I LIVING/DINING I I � . _� I_j � I . -1-1. -,--..-- I aft aft�I � I � �
. I � . I � I I I 1. 11 go � . _0_____0_ FENCE
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. I I I I I I I . � I . I I � . �
I I - I \-Ar . � � "I
� BED I ! � \ ,- I I .1 1 . . � I 1_11_11_11_11_-�, EDGE Of CLEARING
-
� . 11 5.)THE BOARD Of HEALTH SMALL REQUIRE INSPECTION Of ALL CONSTRUCTION I I�. I PUMP NOTE5 * REQUIREM . . . . I I BED I I I I . * " \ e - I ,� I I I � . � . I i
BY AN AGENT OF THE BOARD Of HEALTH (OP THE DESIGNER IF THIS SYSTEM RE- � - - � � I . \ . I � -11 I I . I
I .
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I I
� . � . .
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� QUIRES A VARIANCE)AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING. . I . . . I - ,b?, . . TP#3-3 _ . � . I I I I
. � I I �
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THAT ALL W.ORK MA5 BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE . I I 1.) ALARM SHALL BE A RED WARNING.LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE I . I � I I I � I 0�."I'-. I I � . __Ii� I . I . . I . I I I . I . I . . :
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. BUILDING AS SHOWN ON THE PLAN. I � I I "I �, I I'�.�' . I � . I I I
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i 2.)THE CORDS POP,THE FLOATS SHALL 15EONE CONTINUOUS PIECE FROM THE PUMP CHAMBER � I . . I I gtz".."i - �
,
,� � 1,
1 G.,) AN EFFLUENT FILTER(USE ORENCO fTO444-3G)SMALL BE ADDED TO THE OUTLET . � I I � I I :' ': . "'.1'. -111 1'� -� I
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I TO THE D15CONNECT FULL BOX. THE CORDS SMALL BE ENCASED IN 3" ELECTRICAL CONDUIT. I I I I 1. , . .".
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� END Of THE PROPOSED 1500 GALLON SEPTIC TANK, . � . I / , 11- I � I . .4 `-x`�11'11J ,�'- i I � I I
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I I 1 3,)ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. . I I . . I . ,1, �121 . . � ;f' I
. 17.) PLEASE REFER TO 3 1 0 CMR 15.254 �D) REGARDING THE INSPECTION I I � 11 I ,--, �),/ � I I I I I -.1..", I I I . I
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- 4j ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SMALL CONFORM TO.MA55ACHU5ETT5 I I I I I -,_ I I I � 11 "
AND MAINTENANCE OF THE PROP05ED PUMP, ALARM, AND EFFLUENT fILTEP I .... � �,"4,��........,,-,,� �,,,.�7.1�11,��W,z
. I - I "I .1� 1 , -111,,�� . I I
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501L P , I , ` '1�
I � ,EMOVAL 01 I '.1 .0--�11",'F� I I
I I STATE PLUM51NG AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO I I I I....., 11 ,�W��_ I
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18.) 501L REMOVAL: ALL TOP501L AND SUBSOIL SHALL BE REMOVED FOR A DISTANCE . . ,/ I �� 9 -, -,"',% ,.!
I _"� T .......7�n��Ii
7�
�
I MANUfACTURER'5 SPECIFICATIONS. . I (5EE NOTE # 15) � . � Uj�, '�-,'�1,
.
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Of 57ROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, . . I I . -,,� - I
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. LEAN SAND 5.) PUMPS SHALL BE MYERS 5RM4 I/4MPFUMP (OK EQUAL) MEETING MAXIMUM REQUIREMENTS I I I "I ,: �1. - I I
LAYER CI , APPROX 4' BELOW GRADE. AREA TO BE 5ACKFILLED WITH C "I" I I �� _�'$� _11$,`,���,',� 1 1
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AND COMPACTED TO MINIMIZE 5ETTLING.(5EE 501L LOG5). ALL FILL MATERIAL SMALL OF 50 GPM AND I 1 .3'Of TOTAL DYNAMIC HEAD, INSTALLER TO VERIFY PUMP WITH � . � I �zi�_�_'.i�, . . Q N,�_� I- ���J�4�;�,'
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MEET THESPECIfICATION5 Of 3 1 0 CMR 15,255(3). 1 � � MANUFACTURER FOR FLOW AND TDH. PLAN - � .Wlt-n:' , I , 1. . .
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I ERT PROVIDES 520 GALLONS Of STORAGE. . I I I � . . � 1 � "� �,i.1 i I I .
19.) OWN ER/CONTRACTOR SMALL REVIEW HOUSE LOCATION AND GRADI NG PRIOR G.) 24.5,, Op,omPUMP ON FLOAT TO INLET WV . �, I I .. . . S,:� i��1�� .- . �
I I _� I � � . .W., i.��, _ij�,iz,," ,,141 . I ,Ox
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. I I . � I SCALE 1 "=201 1 ( ��'.�,7,- - _.�111\ &-R.,i� �.
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. .
20.) PRIOR TO CONSTRUCTION CONTRACTOR SHALL HAVE EN61NEEP .. . .1, - . I . I I ,EA 15 5ERVED � I I I ',-.-_��,�-�,,,�ip _-,-,'��,�,'-Z- _,�'�4 , 1, J_ . , 11 I . . I I I .
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I -1 � TH15 AP I '.� � � - �,-i � 01
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TO EXCAVATION:. I . I 1: I I , , 5 A _ -.��I,�,_F�,,,T' i ,� ,-�- '�" ",.,_111�
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I ,5ET BENCHMARK . . - I" - 'O - I, 50x5
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IN AREA Of PROPOSED SAS. .I . . 1 5A5 DETAIL I 11 5Y TOWN WATER. I I I 1 . --�11_.I,-0 C ::r_- I I
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I I � � I . . I . �. 'PUMP D05ING CALCULATIONSI : 11 . 11 I � , � . , � I 1 ",�";� ,.' ' , e . I I I . . .. �.. � . . �
I 1. t ` , t � !, �,`,, . � I I
I . . I I . � I .� � .1 � I � I . I . I 11 I 1 .11 t�U_j1t;,-";,�. 'PI,_ 1��', ,o 1, � 0--, ,�, � ' :� !�- . !. I I �
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� .1 . . 111 I � 11 I . . 1. I I I I SCALE: I" = I O' I � I I � t._-,'� ) , -, , ,JS A1111-i,,,2 "r\ ",��4 . , 7 w. . v, , I I
I I I I � . . I , I I �. I . I I . . � . I . I I . I I _� �\- ` -- --,!��_.,,_�,,�,�_," 2--- I I I I I , , I I : � .I I I I
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. I I I I I I w.�_..I 1151�...1�1�1,��'�,� -,. �', I I � .�i.50 , rn � � I I I I I . I � � I
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I � I I I 1 . DETERMINE VOLUME Of EFFLUENT TO BE PU,N�PED TO LEACHING FIELD: , !,-�,,,,,�.'--�--��--�,",�'.,,,*�,'� '___ '1� I I
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I . I I I �,._ ..'�e;;,"�,,__,.'130 . * . I I ,
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: ., I . .1 . 11 I Vent I I I � I I 11 . I . ___.� '�' ""-i-� 11'4�.'� ." � . .. I , . ::J�o I I . �
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. -11 -, _,",�'-," I I � I � I I I I I
I I � I I . 25 . _--- . , . . I
I I . DAILY FLOW = 330 GALLONS . . � � 11 �,,��..�r�,M� I 11 . %, v 'r v � I I I I I 11 . .
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I I I NUMBER Off DOSES PER DAY = 5 DOSES I I . I � I I e 1_7/ . I " I I� I -� ,�,, ,ii'i- I I 11 I -kl � ; . .� . Vi., I I . �
I I . I . I I I I
I I 1 41 8.5 � � LOT ff � q,��'�,',,i�`,V- -2-3 0 �
� I 1. 1 - � - � 85 � 4 1 1 I � ,,"I ;� TP# � . . , I � . I I � I. . . I . I
� � I . . , . I �� . �_� - ..' ' I .
I I , ,� NUMBER OF GALLONS = 330/5 - GG GALLOW) I ... I . 11 � V77" . .
. I � I I . I I . I I . - I I . I ' � I . I'�ii�. I . . I I . . . �
I . I . I � I I . I � I I � I 11 T_ � I . . - . 11 . I I __+_ 11;� . I "I v 4 , I �1� . 11. ., - I I. I I I I
I I I I . I . DRAIN BACK VOLUME: � I I I I � � 11 I I I I 11.1 - �_- .1 "" Area= 1 ,224 - . . I �1 . I ,,. . 1 I 7 - I � . I . .1 I I
, �
: I I I I .�� ' 'I . I I - ". � . � I I'll ".. � ,. ", ,�, r, 1 7* 1 � I � . . . . I . . 111J I . 1, P�' ., :, � . . I I I I . � � . . �
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I . I I . I I � 1 2" FORCE MAIN = G GALLONS I � I � I I . I 11 I . � . . I � .I. � I I . I I I " I I I - . � . I . .1, I . I . . I �I ,... I .� . I I ..v I I I IIILU..,-,, � 0 I I �
. I � �. I I . + - ,
I 11 I I I . . . I .. I I., .. .� j� . �1 11 �. I "I . I -1 . Ir , ,� � . 7, �v v. 7 �t, . ? . ...� ,/� I � I
. . I I � I I . , , ,. . , � " I , ,+ , - . , � I 11 � . I I . I
� I I . PUMPING VOLUME = D05ING VOLUME + DRA11 BACK VOLUME I I I I I '. � , , , �, I I .1 I- \11 . � I . . I . I I � '111';`�,M"',"�111', � . P ,.: I . . 1 , 1�. ".1 " D�_, I . I . � I I I
. , �,!��, , . I . � I �R tni,�4i�M I EWA\Yl . I . I �
I I I � � I !'��,,'�:,�,�',�, ,�",�,���-",,::;,��l,,,,,r,',��, ,�,il", 4(11'_Nf��,�: � I � I � I I
i - 1 - ;-,;,f��,',I��"r 11 - I v ; .:V, , � ,, . �
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. � PUMPING VOLUME o GALLONS + 5 GALLOk5 = 7 1 GALLONS � 11 . 1. I - , , . � � . ,�,� .
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. 11 . . . 1 �1, � -, ��, , . .
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I . I � I � __11 ".r_1 11 e r_1*1�1�`J'1� / " � Xt� � I . . I I
� � 2. DISCHARGE RATE: � � . I � I . I 1.0 , -- ,_ - I O' X �I 2' 5HED I I . I 1. . . ;� , �, � � . �+ I I , *,. .I I � I 1� I . I
I I . P��I, .. I - I . - , � I . I
I I I �,Z�'��,,',- � - I , I .
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I I I -1- V � ,6 1. . - �Y) M . I . 11 I �. - � . '. I � . I I � 11
I I . � . ,V,�� A" 1 jl . . I . , , �� . I .
I I � I� - . i- . I . � . ,0),; .I . 1
50 GPM I " ,� I— , �,,M��, .. 1 I . I � , I . .
� I N I I I
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. . � , f" , �� �17 1 . 1, I .
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1 1 I I " � '. , I I I+ , 7 .
"
2. TOTAL DYNAMIC HEAD: 1 1.3 FT. ;�1, '1��,I �� 11 V 1. i�", / ,., , I I I I I I , � I � �
I . �, . I I � I I , I *0
. � . I � I 1111LL'��._I�,!-�,�,_,,. -" ' ' , " , - I � I . . I I . .� � I � � . I :� L.0 '. �
I I . � I I I . I � � I I ,��Rr,,--__:� _�_ 1�',j-,-Z,- ,. , � ,g"f.;��-,�4:,&�t��,,,�-:$i��,�,,, - . I 11 . . " 11 I
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!-�--�,-f.-�,�,z -� �t�, I
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. 3. PUMP MUST BE CAPABLE OF PUMPING AT LfA5T 50 GPM . I ��;� ' ' ,
I - - �,,;qL�#
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I "� ,�',�3� �.'���,,?�--��,t,.,�.',�,,�.",!��',,,�,��"".�,'�r'-��'�'�i",��� "-"","-","�v""""."""��-,�,�'�,""I" , . . I I .� I I � . .
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. . �,,�O,,,4A`,-J`,-�,- - I � . .
� AGAINST A TOTAL DYNAMIC HEAD OF 1 13 FT . - 2= �� , , _� I
� I � 11 " ..,��'. , �,�,I��,�,,2 I j I .
. �� . I .
- I I � . I � � � I . I 1. .. : � I ." � I I .\ I \ . . I I . .1 - . . . .. .111, �. I . I . . 11� I I I. . ..�.. . . . � � I I . V� 2'. v, 71 . I . . I !
. . I I I I I I � 5OIL REMOVAL r . 11 I I . 1. Z., "I �, � I . . . I I I 1, I I . I I � . , . ::r.0
1 1 . I I I I ; � I I � , , . .1 I I " I I I � I I . I I I I . � I I � I I 11 . I - I
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. I I I I I "�37 D-,BOX ' I I I I � � I I , I
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TOP Of FOUNDATION � � Ral5edl to Gracle I I I ., . 0 , C1 FIL v;l � � (:) O'REILLY ft-1 I I . I
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, I INSTALL INLET TEE * I '. ,� 1. .PER TECHNICAL BULLETIN 92-001 1 . I I .1 PREPARED BY DAVID f. ALTEN . . 20 51f5AME 5TREET, CENTERVILLE, MA !
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�I 5EPTIC TANK . I 000 GALLON . LEACMING CHAME3ER 216- I ,� I . I.''.. .I I � I I . I � . SCALE 1"=20' . I.� I � 1573 Main Street - Route 6A I �
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I I SEE FLOAT DETAIL-JF U M PCHAM5ER ' � 11 I Y- EL=40.2± OBSERVED GROUNDWATER 4/30/13 IN TEST PIT#2 ON LOT#3 1 I I I . . . � (508)896"6601 Office Brewster, MA 02631 1 (508)896 .
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� I I I I � I I . I SEWAGE DESIGN FLOW: I I I � I I I I I � I 'Z
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I I A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TESTMOLE3-1 : EL=50.5t 11 . � I I . 1 3 BEDROOM DWELLING @ I I 0 GPD = 330 GFD � I I i � . I � I LOCLJ5
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UNLE55 M-20 COMPONENTS ARE USED, I I 1. . 75'EpTH rRom 501L SOIL 11 SOIL SOIL OTMER I I I I I I I I- = I I
I I I � I . SURFACE HORIZON TEXTURE � I COLOR MOTTLING I LEACHING CAPACITY REQUIRED: I � . I f I
B.)THE DESIGNER WILL NOT BE RE SPONS113LE FOP,TMESY5TEM AS DESIGNED UN- I (INCHE5) . I (U5DA) I � (MUN5ffLQ . I � I I I M �
I . 3 BEDROOMS (MAX.) @ I I 0 GFD = 330 GPD REQUIRED I � � � ,�
� LE55 CONSTRUCTED AS SHOWN, ANY CHANGES SMALL BE APPROVED IN WRITING. � I I I , I I I I I I I I I I . � I LOCU5 I I U I .
. ; I I O-411 , A LOAMY SAND - I OYR 3/4 NONE I - SEPTIC TANK CAPACITY REQUIRED: � I I I I . � I I 0 , I
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� I OYR 5/4 NONE I . I . - I I I � , �
I C,) CONTRACTOR SMALL BE RESPONSIBLE FOP,VERIffYINGTHE LOCATION Cir ALL 4-24" B SANDY LOAM I I DAILY ff LOW = 330 GFE) @ 2007b = GGO GAL. REQUIRED . I I � I I I I I I �
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. 11 . I 1. __T , I I OYR G1 I I NONE � I I I � � I I I � - 11 �
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT Off WORK. I 1 24-501, C I MEDIUM/CCARSE SAND I OYP,,5/G I NONE I I . I I � I I eA� I
1 50-95" 1 C2 SILT LOAM , I I I I � SEPTIC TANK CAPACITY PROVIDED: I � I . � . . . I� I I I �) � � �
I . 1500 GALLON 5triz TA7K(M-777�1_1_OWED) I I I I � I I I ... �
. I I . I I 95-13r-,, I r-; MEDIUM/COA 5ESAND I CYR G15 I NONE I GW STANDING P 127" � � I I I I I I � I I I I I � � I . . I 1, . 0 n/� I I
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� CON5TRUCTION NOTE5 . . . I . I I � I I I I PUMP CHAMBER CAPACITY PROVIDE[): I I I . I I 11 I � � I I I . .. �oal::f
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� I . . TEST HOLE 3-2: EL=5 1 ,0± I � I I . � I I 000 GALLON PUMP CHAMBER TANK � I I . . I � �'ane, �
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I . DEPTH FROM SOIL 501L I SOIL SOIL OTHER I I � LEACHING CAPACITY PROVIDED: I I I I I . I
1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, : SURFACE HORIZON TEXTURE COLOR MOTTLING ONE(1) 25'X 12,83'X 2,0'LE MING CHAMBER CAN LEACH: I I . I . � � . I I I I � . I I
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� � TITLE 5, AND THE REQUIREMENTS Off THE LOCAL BOARD OF HEALTH. � .� I . (INCHE5) , (1-15DA) (MUN5ELQ I I I I I I Vt=[(25 X 12.83) + (25 X 2.0)2 + (I 2.53 X 2.0)21 X 0.74 GPD/Sf=349,33 GPD I I � I I � � I . � . � �
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1 2.)SEPTIC TANK(5), GREASE TRAP(S), D05ING CHAMBEP(S)AND DISTRIBUTION � , O_4` - A LOAMY SAND I I . I OYR 3/4 NONE I I - I , 1 349 GPD>330 GPD REQUIRED I I . I � �I� - � . I .1 I I � I I I I � I � �,
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� 5OX(E5)SMALL BE SET ON A LEVEL STABLE BASE WHICH HAS'BEEN MECHANICALLY . . 4-1 GI! 1 5 SANDY LOAM I OYR 5/4 NONE I I � NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN. � I I I I I I I � I . � I I .. I I I . � I I I
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I 1. COMPACTED, OR ON A rS INCH CRUSHED STONE BASE, I I I G-95" I C I I MEDIUWCOAR51!SAND I OYR 81G I NONE �I I . I INSTALL: . I I I I I I . I � . . � I I I I I I. I � I . � .
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3.)SEPTIC TANK(S)SMALL MEET ASTM STANDARD C 1 127-93 AND SMALL HAVE I � I 38-130" I C2 15ILT LOAM I I OYR,G/I I NONE 1 GW 7ANDI NG P 130" 1 1 ONE (1) - 1500 GALLON SEPTIC TANK I I I I . I I I I I'll � �I I .1 � I I . I I I I I I �
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I AT LEAST THREE 20" DIAMETER MANHOLES, THE MINIMUM DEPTH, FROM THE BOT- TEST HOLE 3-3: Ifl_-_--i52.1 t I I I �� I I I ONE (1) - I 0, 00 GALLON PUMP CHAMBER I I I I I . �I I I � � I � . � I I I I I � �. I I � I I 1.
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I I TOM OF THE SEPTIC TANK TO THE FLOW LINE SMALL BE 46�_ 1. � � . � 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 I ,� I � � NOT TO SCALE
. I I I . - . . DEPTH FROM 501L SOIL I I SOIL 501L OTHER I I I � � TWO (2) - 500 GALLON LEACH CHAMBERS WITH 4'Off STONE ALL AROUND � I � I I I I � I I � I � I I . I � I I� I I I I
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I 1 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SMALL EXTEND A MINIMUM Off,,G" I SURFACE HORIZON TEXTURE I COLOR. MOTTLING I ONE (1)- EfFLEUNT FILTER � I I I 11- I I I � I .
I ABOVE THE FLOW LINE Off.THE SEP.TIC TANK AN�D SMALL BE INSTALLED ON THE , (INChIf5) � I (U5DA) , I I - (MUN5EL) - I I � . I .1 I � .I� ONE (1).-. MYERS SRM4 1/4HP EFfLEUNT PUMP WITH CONTROL P I ANE.L I I � I � . � I I I � I ''I I .. I � 11 � I � � � � .. I �1 I I � � � . I -I I -1 � . � . � . !
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CENTEPLINE OF THE TANK DIRECTLY UNDER I TME'CLEANOUT MANHOLE. 1 O-4" 'A LOAMY SAND � .1 I OYR 3/4 NONE I I . I I � . � . I � � I I I I I . I I � 1. I I I I� I I PLAN BOOK34G PAGE 75 1
_ - SEVEN (7) - BUILD UPS WITH COVERS(SEE FLOW PROFILE POP,DETAILS) 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 . 1 4-40" 1 5 5ANDYLOAM I I . I OYR 5/8 NONE � I I I I - , , . I I I I � � . . . I I . I I ''I 1. I I I . . � .
I
,AISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION E50X WITH PRECAST � I I � I I � . . I I
1 5.) P � . I I 1 40-140" I Cl I MEDIUWCOARSE 5AND I I OYR 8/G I NONE I Perc A GO" . . . � 11 � I 11 I I . I � I � I I � I I I I . � I A55ESSOR5' MAP 173 PARCELS 7- 1 * 7-2
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN, G"OF , � . I . I . I I � . . I 11 . I I I � I I . I I I I . I I � I I � I � I I I � I 1. � 1� I .1 I I I - .1 � I � . �
I I . � � I I I I I I . � 11 . 1� I I � � I I . . I 11 I . I . .
I FIN15H GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. . TESTHOLE3-4: EL=54.,I ± . �, I . I I I � 11 I I 1. 11 I I I I I I - 1 I .. . I I � � . . I I I . I . � I � �I 11 � � . I � . I
I �I � I I I I I 501L 501L . � 501L SOIL OTHER � I . I I , I 11 I 1.I I � I I I i I I I �.I. .11 I I 1. I '� . I �11',I I I I � I �11`1- I I I I I 11 �
G.)PIPING SMALL CON, . � I I I 000� . � . � . I I I
I .
I
I
91ST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SMALL ' DEPTH FROM I � I � : ��
I I BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%, � SURFACE HORIZON TEXTURE : COLOR MOTTLING I I . I I I I./ � . it � I � I I I 1-�, . I . I I . LEGEND I .
I I I I � I I 11 � I I(INCHE5) , I I (U51W, �. I (MUN5EL) 1. � I � . � 11 I � I I %% / I I 11 1-11- . I 11. I I I I � . I � I .
� . 1 � I . I I � I . I � I I I . " I I
I I I i � 1 -5" 1 I I � � I I . I � I I . I I I I � It I I__,�� , I I I I ,I I I "" I I I �, �1' I 1 _1332-F! EX15TING CONTOUR
I I . I.
- I
,EQUIPED)SMALL BE � 0 A LOAMY SAND � I I . 4% -_ .
I � . 7.) DISTRIBUTION .LINES FOP,501L ABSORPTION SYSTEM (AS P I OYR 3/4 NONE � I I � � � I � I I I I 4% , .�, , I .1 I
I �
. 14" DIAMETER SCHEDULE 40 PVC LAJD AT 0.005 FT/FT. LINE SHALL BE I CAPPED � 1 5-4 1" , 15 5ANDY.LOAM � 11 I OYP 5/5, NONE : I I I�. I I I 1.� I I I I I . . I I . I I I I I I . � "I. I I : I '� LOT #4 (NON-BIUILDABLE) .� . —32 PROP05ED CONTOUR 11 I � . I
I I I I I . . I I I I I I 11, -.
AT END OR AS NOTED. ��, I I I I . I � I - I I 11 � � I \ I I . 1. � I I I I . ",__ i,",11 , I ; .
1. � � . I I � � . � I 1 41-121" 1 . Cl 1 MEDIUM/COAR5E 5AND I I OYR 81G I NONE , I - .I � I � I �- I ,%** I . ,��,I I �� I .I I . I I I X 12.34 EX15TING SPOT GRADE I
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- I � . I 1. � I - I ''I 1. � . 1 I . I I I I 11 I . I -, I I I I I � I �
I I I I I . , � I " . I I
� �1 (5.)OUTLET PIPES FROM D15TROUTION BOX SMALL REMAIN LEVEL FOP,AT LEAST , I . TEST HOLE 3-5: ffl_�54.1 ± I I I I � . . I I I I . I I � I I I I I . 1. I � - _Wi� I I I "I--.,-,-- I I ",-Area= 52,088 5f± I . � �
. - I I . I � I � I I I 11 I � I I . I I I � , .__.� . . 11 .1 . 24x5 PROPOSED SPOT GRADE
,E PITCHING TO 501L ABSORPTION SYSTEM. WATER TEST DISTRIBUTION , I � I � � I I Sol I ,L 1, 1111� I I 1, I I � . � �� � - 1
21 BEFOP � I � I I I - I I I � C� I � -- � I I I I I I I I I � I I �
. I � I I � I I I DEPTH FROM 501L 501L , I I. SOIL . 501L � OTHER I � I � . � I 11 - I I I � .1 I 11 _W_
. I . BOX,TO ASSURE EVEN DISTRIBUTION. I . � 1. 11 I � :, I I I SURFACE HORIZON TEXTURE I I COLOR MOTTLING I � I I I I � I I I - � . I I I I I I I Wt TL� � I I I I __'', � . I � r �� I I 1. I I I I WATER SERVICE LINE � I . .
� I I ... I I I I I � . 11 � I . I -1 pl� , . I I I /VD � I I � I I I . I � � I I � 10 I —0-1 I
I (INCHE5), , . . (U5DA) , , , (MUN5ELQ .� . I , . . I 11 I 1 19 1 � I I . 010 OVERHEAD UTILITY SERVICE .1 .
I � I I . I I I I I I I I
. ,
9,) DISTRI13UTION BOX SMALL HAVE A M ff G11 MEASURED BELOW : I ___ - . � I I I OPO . E778 � I I I �
INIMUM SUMP 0� . - , I ,
. - I I I I . I � I I
I � I I . I � . I � I I I I I . I I � I 11
I THE OUTLET INVERT,, � � . I I I I 11 I � . I I I I � . 0-01 � . A LOAMY SAND - I I OYR 3/4 NONE - ,, � I I � I . I � I I I � . I I .- -1-1", I I I I SEL) A C)� I . � I I I I I 1. '' I I . I , \\,,moo 000 � 0000.0 1 " _U ' UNDERGROUND UTILITY SERVICE I I
. � �
I 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SMALL CON515T OF 3/4`TO . I I OYR 5/5 NONE I . I I I ,I I I � I . 1. I � �I I � � I I **%*�* "" I I - I I I I . �� 1111ft 11 NOMMM I 000%% � �' ' I .1 - . I I 11 I —G— GAS SERVICE LINE , I I
11 I I I . G-4?_" B SANDY LOAM D I I OYR, I I . I I I � 1, � �%ft I ",-, . I I 3 I LT FEIN\1 I � I � I 11 .� : I : - 11 � 11111ft 1, ., 0000
42-122" I - Cl I IVEDIUM/COARSE SAN &IG I NONE I Parc A 72" 1 - I . . I I I 11 � � was I . I
I I
I-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE I I I I . I I 11 I I . (SEE DET I I I I � . � % TEST HOLE/BORING LOCATION
I � I I I "I . I . � e
I I I I . � I . I . . � . . I I . � � 11 I I � I � . I I I I � I I aft %ft, I I � A/L- P,AGEI , � � I - I I I � � I I ,�, I .. I � I i I, .. I 11 I I , I TP
I I INSTALLED BELOW THE CROWN Off.TME D15TRIBUTION LINE TO THE BOTTOM Of THE DATE Of TESTING: 4/30/13 1 1 � I I I I . 11 . � . I . � I I /0 �. , I . I I I �. I I I � - I I
I I I � I I I I I � Iftwo I � . I � � I . I I . I I � I I 11 I 5T SEPTIC TANK 1. �
�
. I SOIL ABSORPTION SYSTEM..,BASE AGGREGATE.SMALL BE COVERED WITH A 211 1 PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN "C I" LAYER-9 IN TP#5 2-1 , 2-2, 2-4, 2-5, 3-2, 3-3, 3-4, � 3-5. 1 1 . . I I . I I I . I 1;� TP#2'-'�"'�, soft 1, I I . 11 . 1 . I �:,__....... .1"I", I I I . . . ,��I I� 1.11 :1 . I I I I � I . I .. I ''I I 11 I .. . I I I
11 . TONE FREE Of IRON, FINES AND DUST. . WITNESSED BY: KEITH E. FERNANDES, PE,.J.M. O'REILLY$ASSOCIATES, INC.. - I � I � 11 . . I ftft I . I I I 11 . I I I "�', I �, . I .1 11 I I I 11 I I I I I . I � PC 11 � Pump CHAMBER .
� LAYER Of 1/81'TO 1/211 DOUBLE WASHED 5 I � I � , � I I I � ff LOOK PLAN I - ", ft* , I - 1 . " , I I I I
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I I I I
I I I I I I 1.) I VENT SOIL A55 I ORPTI.ON SYSTEM WHEN I D I 15TR15UTION LINES�EXCEED 50 ffIf.ET I; I . � I DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT . , � I I I I .� I - I I � I I I I � 1,1, I . I I I '' .� I ",., .I I I I, I I I -,�____,I . 1 1. I . . I I I . . , � � - �5A5 SOIL ABSORPTION SYSTEM I I !
I I I . � . I
. I . . GROUNC)WATER5TANC)INGENCOUNTEP,ED@ 127" INTP#3-1 * 130"INTP#3-2 . I I � I .1 I I .. NOT TO SCALE , I I � 11 1 04� � . I I 1� ,�,, I . . I I I 11 I I I 11 - I--".� � I I . � I I I I I :
. WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, , I USE A LOADING PATE Of 0.74 GPD/5ff POP,SIZING OF-901L ABSORPTION SYSTEM. ,, I I I � I I I . 11., . I .I 11 I I I 11, /� I I � � I I I Re5erve S FOR FUTURE :
I . .11, � I I � I
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED, � I I � I I I I I , . I I I I I . - - I 11 I � � I CO..) UTILITY POLE � �
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 Certification: � . I � I I I I I . . I- I 11 - I VENt'l- ' ' � 54 _ I . I � � � � 11 _ _111-_� I I I � I ' I I I I
. , 1
12,)SOIL A55.ORPTION SYSTEM SMALL BE COVERED WITH A MINIMUM Off 9"OF I I . I I � I I I I � I I ��_ Q� TP#2-1 �1,._\',��",1'�1 . --.-,- � I I � 11 ED CATCH BASIN
� . . I 11 11 11 � I I � I I . I - I .11\0\��\,��'\ "" � . I I I 11 I \ I I I . I
I . CLEAN MEDIUM SANE) (EXCLUDING TOPSOIQ. I I I . I certify that on 10/24/05 1 (Keith E.Fernandes.)passed the examination , I I TP#2 5 1 1 , \\\\,,'�, I*** I . I �1. . I : � I I I . � I I I *C1 I
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I I I I I I A MAXIMUM Of 3G."OVER THE TOP OF ALL SYSTEM approved by the Department of Environmental Protection and that the above . . I I I I . I I I I � � . 1. T %,,,,1:, 11 I-, ,\ \ V,I I I / I I'll I 1. � 11 I . I 11 � � 11 I \ \ . . . � � ,I ff I RE HYDRANT I
1 3.) FINISH GRADE SMALL BE � . � = . I I I TP#3_1 1 I i:v " \ � / 001 I I . I I � I \ I � I I � I � �
R analysis was performed by me consistent with the required training,expertise BED � �,11 I \ 0 , WELL
� � I I � � � KITCHEN I "'; 0"� I _11 I- I . I � . I I I � I I I
COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D05ING CHAM13E � and experience described in 3 1 0 CMR 15.017. . I I . I I I � cc I . 11 � � 1 127. ;7,..4_ � .�, f"i 11'i�13$�,.,_� \ � KIE7L I I I F � \ I 11 0 DRAINAGE MANHOLE
I AND 501L A55ORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER I . I I . � � I I . .I I I - I ,"', _��,-�,� I 73,,�, \ , 3-4 1 1 � I . I I / I \' � � I . .
,
I I I I � � I . I I ..1 , I __1' I
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or 911. � I � , 5. 7 1 1'9E7 , .�D . E CONCRETE DOUND, FOUND
I I I I I . I y, \ I I 1- I . � . I - _ I
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I I I I � I I . - LIVING/DINING I I I I � /77lr7) I O., 'I , 1V �,\�. , ,�. , "' 1'� - _�___ 1
14.) fROMTME DATE OF INSTALLATION OF THE SOIL ABSORPTION 5Y5TEM UNTIL � � I � � = I , '', -V \\ .1- I—` - ,C) __ 0�0� � I T I TOP OF BANK I I
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER Of THE SOIL AE35CRP- , NAME: I I DATE: . . I � "I . .I ,I I \,\,\ � I I ftft , � ,��_ , \ I .
,EVENT THE USE OF SUCH I I I � I I � I I I I I I \,�,. 7, \1\, I . ', - I . "Wftm,w MW , I I __IT I � 00 I I � - LIMIT OF WORK
I I TION SYSTEM SMALL BE STAKED AND FLAGGED TO FIR � � I I I . I . I I I I I" I 0"N"Wam - , goo � 000� I _*_____o_ .
I AREA FOP,ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. I I � BED BED I � !"', 11111111111111111 I � I =00i6iw_ I . FENCE
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� � I � I I I I � . � I I � I I 11111 �_- Moll 1, � IM1111 t I \ I I
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,UCTION I I � � . � � I I I r�_ .-. -.1 . I I I � �,, , �'_ 11� EDGE OF CLEARING I
. I 1 5.)THE BOARD Of HEALTH SHALL REQUIRE INSPECTION Of ALL CON5TP - PUMP NOTE5 � REQUIREMENTS .-- . I � I __ - I I 1 �":5?, TP#3-3 ' 1'__1ft1.1. "%%% � I. I � . I I I � I � ,._____ I . � I �
.BYAN AGENT OF THE BOARD Off HEALTH (OR THE DE51GNER IF TH15 SYSTEM RE I I � ,�,� , � . ��A- " I I
. . I I . . . I ,1�1 ,',�I!',;l . I .. ,� ,,, � .
QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING I I I I I I I I� TP#3-2 1,' 150 1 1 , �,, � I �
,
� � ,M LOCATED WITHIN THE � I . ,� I I I I . / I" ,�, I . ,�T I TP#3-1 GO\ �', I I
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH.THE TERMS OF THE 1.)ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALAP I , I., �, - � I A *1 I
I � / ,�.", �1� - ,�;'_', � I
I 1�1. I-- t" 71 ft I . I 11
I BUILDING AS SHOWN ON THE PLAN. I I ! I\X I ,�.� I RcSer .1,11- �1-111",1 I.'', I , -1 ,�, I �
. / , I "" Ve I ,�- I I � . I
PERMIT AND APPROVED PLANS, 48 HOURS ADVANCE NOTICE 15 REQUESTED. I � . I . 4 � ,� _;, 51 1, I I �
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I G.)AN EFFLUENT FILTER(USE ORENCO FT0444-36)SHALL BE ADDED TO THE OUTLET 2j THE CORD5 FOR THE FLOATS SMALL 5f ONE CONTINUOUS PIECE FROM THE PUMP CHAM15ER � I � I . ,- "" 1. 11- 1 ,, *--% "_� 25, 1 �. ,,-,,����,��-,,'..�Ze�,���'��,,,,e I I � I � � . I
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I I � . I TO THE D15CONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT. I I � I � I 'I-, 2t llt�llil'�;�',�_��;";,"t',T'i��,-�,�,, LOT #3 ' � I . I I .
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I I I � I I I I �,� IV I � I , I '1 _� -- . I I
END Of THE PROPOSED 1500 GALLON SEPTIC TANK, . I I /�' � V ,�!��,,4,j,�i;,�,I�� . ' I �.
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I I � 3.)ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. I I 1\ � 4 �
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17.) PLEASE REFER TO 3 1 0 CMR 15,254 (D) REGARDING THE INSPECTION I ,-, � A Area= I G, 159 5f± - I- .
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I � � STATE FLUM51NG AND MASSACHUSETTS STATE,ELECTRICAL CODES AS WELL As TO I � � I - ,"p ��,,,�� _,,,�,�',',,- ,
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18.)SOIL REMOVAL: ALL TOP50IL AND 5U55CIL SMALL BE REMOVED.FOR A D15TANCE I � I � I I , ,;,-.���-�, y _"�11, I . � I
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AND MAINTENANCE OF:THE PROPOSED PUMP, ALARM, AND Ef FLUENT ff ILTER., 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SMALL CONFORM TO MASSACHUSETTS � " 1�"`611 11
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MANUFACTURER!5 SPECIFICATIONS. . . � � � 11 � . I � I . � I I - ,1( I /&,G, - ,��a� - I . I . I
I I Of 5' fROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, � . . . .I I I I 1 �,�,,� _,z 111-1 - - I ___� . � I I
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1 5.) PUMPS SMALL BE MYERS SRM4 I/4MP PUMP(OR EQUAL) MEETING MAXIMUM REQUIREMENTS I . � . � I "'��""�-�-�,,�,'.,�,�-,'-,-,,,�-�""�',��i,-,�,� ,�,,;,,,,_-�, ::: 1�,�,, I �
LAYER C 1 , APPROX 4' BELOW GRADE. AREA TO BE 15ACKFiLLED WITH CLEAN SAND I I � __� I � ji ,- _��'�,*Z�' y�',,� I � I
� � . I I - . ,��47 _:4 �_, - , I I I I I � I I
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AND COMPACTED TO MINIMIZE SETTLING (SEE 501L LOGS), ALL FILL MATERIAL SHALL OF 45 GPM AND 12.2'Of TOTAL DYNAN�'�C HEAD. INSTALLER TO VERIffy PUMP WITH I I � ___ I " - I I � -�1111, 111_�, Z�i_ , . I..'� . � �
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MEET THE SPECIFICATIONS OF 3 1 0 CMR 15.255(3)� 1 1, I NUFACTU RE R FOP,FLOW AND TDM. I � ,-,""L" ,�!,,�,�,���:�""�;"!,--""",�,,'-',,�'��, I 1� - . I I I
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I � 0 tl,'V,,�,Til��11�._Atl I _,�' I . I I -111"' V I I � � I
� 6 ,T PROVIDES 529 GALLONS OF STORAGE. I I I �� " I I ."..."', . - I � I I
1 9.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR .) 24.5" FROM PUMFON FLOAT TO INLET INVER - I� � . I I I
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TO EXCAVATION. I I I I I I I I I 1 5, ,,.,7,, !� G "' "" : ."""""', I I I
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PUMPING VOLUME = GG GALLONS + G GALLONS = 73 GALLONS � iat�;,"""ILLL�J�� - �7 I �������� I 1i I . I I . I I �
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49.3_±7 45.90 , . I I r I I .,,�, �� . - �_ , "I / / / Current Depth To Water Level for Index Well (0411 3): 48.G I . I PROPOSED DWELLING HAS BEEN TAKEN � .
_ ; j I I 6" , I .;I 45,G5 :; IN 5CH 80 PVC I 11 1,/I /1,"' � . '' 11 I I I I . 11 , I �I 15EWAGE D15PO5AL 5Y5 I
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.4 3" :� 1. 3/8"Needier — , -2" DROP X, I � If5timated Depth To Hicjh Water . EL=43.0± I . � � I . _� I I I I I I � \ j
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I 1� ! I Pitch 2"da.Force Thrust Blockinj
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; (SEE NOTE#I G *#1 7) 1 , � 500 GALLON LEACH CHAMBERS 5.5' � I I I I I� I � I J.M. OTEILLY & ASSOCIATES, INC. � f
tl�ol 0'..1-1 711 1..11-1 .. I I I I 11 � I I .1� . I I e5t Ru I WITH 4'Off STONE AROUND . � I I I � I . I I 11 . I I I I I ,�I I I I I i f -
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I �_I 9'_--� 1500 GALLON. I � �_2111--4 , \44,3± �0 �— 53'± 1 1 1 1 1 1 (END VIEW) I I - - I I I . I . . I I I I
PROPOSED , ,� I � LZ EL=43.Ot HIGH GROUNDWATER .� . . I � I � I I I I I I I I � I I
I D15_3 I LEACHING CHAMBER - I I I I
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I 5EPTIC TANr\ I � I dOO GALLON � L I I I I I . 1 2.6 1 1 � I I I � I �I. . � � . I SCALE 1."=20' 1 1 ..1 - 1 15,73 Main Street - Route SA I �
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� I . - - . . I SEE FLOAT DETAIL—/PUMP CHAM5ER I D-150X I 1. I I . 25'x 12.83'x 2.0' -J-7—EL=40.2t OBSERVED GROUNDWATER 4/30/1 3 IN TEST FIT#3-2 1 1 � � I I I I � I I I I ,� 11 I � �� . I I I� I � 11 I , ,.P.O. Box 1773 , �
I I I I - � . 1 . I I = I I � � 11 I I . I (508)8 Brewster, MA 02631 (6508)896-6602 Fax :
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CENTERVILLE,
MA
LOCU3
ANNETTA MURPHY
LOCU3
DEED BOOK 2815, PAGE 125
MBLU: 14E-25-3
ell
"T TURNAROUND DETAIL:
Concrete Heaciwall
Area of Intermittent Stream SCALE 1 "=20' ,
Per DEP file#5E3-4259
p
Al
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of Borcierin� Ve�3etated Wetland
4 (Old Cr riberry 15ccj) -0
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AL 9 DRIVEWAY/
NOT TO SCALE
0
7
#44 1 0V "o
p PLAN BOOK34G PAGE 75
A55E55ORS' MAP 173 PARCELS 7- 1 t 7-2
JAMES t BETTINA ROYCE
I . I I LEGEND
72 OAK STREET NG A\FEP\ (7)
DEED 500K 12G78, PAGE 182 b EX15TING CONTOUR
MAP PARCEL: 173010
PROPOSED SEPTIC —32 PROPOSED CONTOUR
SEE SEWAGE D15POSAL SYSTEM L 12.34
woo X EXISTING SPOT GRADE
PLAN FOR DETAILS
00 000 24x5 PROPOSED SPOT GRADE
00
090 �— W
4*4 , Oft 000 , ft" ..........� WATER SERVICE LINE
'0#2-4 —0 OVERHEAD UTILITY SERVICE
P
TP#2-i,--
_U_ UNDERGROUND UTILITY SERVICE
LOT. #4 (NON-5ul ID 5
Ll
G GAS SERVICE LINE
4%, Area 52,( TP
TEST HOLE/ BORING LOCATION
TP#2-5i;z 5A5 TP#2-1 54
00M ST SEPTIC TANK
TP#3-5 000 PC PUMP CHAMBER
LIMIT OF WORK - 11r, \i.. �-
SILT FENCE 5AS 501L ABSORPTION SYSTEM
#3-4
LOT #2 (D
(SEE DETAIL) 6 kd5erve RESERVED FOR FUTURE
00,
_j ,
Area I G,224 5f
UTILITY POLE
ED CATCH BASIN
*00
CHRIST CHAPEL INC. f IRE HYDRANT
15? 50
2 OAK STREET TP#3-1
C
TP#3-2
WELL
DEED E300K 10407, PAGE 55 PC MARK:
L) BENCH 0 DRAINAGE MANHOLE
gppp�i
LOT #3
MAP * PARCEL: 1713004
Top of Concrete BouncI
F
sT7
0 CONCRETE BOUND, FOUND
Area I G, 159 5f±
5T L EL=55.1 (A55umecl datum)
TOP Of BANK
PROPOSED SEPTIC
SEE SEWAGE DISPOSAL SYSTEM LEGEND
—X—X— LIMIT Of WORK
PLAN FOP,DETAILS 50
PROPERTY LINE
PORCt, f ENCE
EDGE off. PAVED ROAD/PARKING AREA
3"7.01± EDGE OF CLEARING
a\, If DGE OF "T" TURNAROUNO
ROPOSED 5' EASEMENT
R
M
MR
R
—50
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#-2-3
\—PROPOSED IO'X 12'SHED
rn
IVFWAY/
DF
PROP05ED pAIKKING PIP-tp' PLAN CAROLANN HUCKMEYER
I O'X 12'5HED 41
50 OAK 5TPEET
SCALE 1�`=30'
-.4 MICHAEL MATIR DEED BOOK I 570L,�PAGE 187
MAP t PARCEL: 73029
rn DEED 500K 2G8,1 , PAGE 94 f
40 OAK STREET
(2) 1,5"WATER SERVICES TO
BE INSTALLED IN SAME TRENCH
MAT' _PARCEL:' 173003
rn
PROPOSED GA5 SERVICE
PROPOSED UNDERGROUND ELffCTRIC
49x
rn
LOT COVERAGE (5 . f
tu
PROPOSED UTILITIES TO BE INSTALLED
IN ACCORDANCE WITH THE REQUIREMENTS
51LT ffENCF-/ 0510N CONTROL DETAIL:
LOT#I LOT#2 LQT#3 LOT#4 74#B Of THE UTILITY COMPANY AND THE TOWN
Of BARNSTABLE
r, TYPICAL 5ECTION
BUILDINGS 0 1,440 1 ,440 0 (S)
PROPOSED DRAINAGE
PAVEMENT G,qG 1 397 4OG . 0
(SEE DETAIL NOTES PAGE#2) GE&Exrlff FABRIC
8,057 14,387 14,313 52,055
OPEN AREA SEE NOTE 5
I G,159 52,088
TOTAL LOT SIZE 15;0 15 1 G,224 UPPORT P05TS
ETwEEN SEE NOTE 3 FOP,LENGTH
51111. 1
VERITA5 ACADEMY, INC. ff LECTRIr_ WATEP,
rn FLOW DIRECTION
10 OAK STREET
DEED BOOK 2GO,53, PAGE 23
MAP PARCEL: I 730OG
Tp#A
4 5,X0 EX15TING GRADE
0
V, 7 v
V,
0
j.E
I OF A,
KEITF CON5TRUCTION 5ET :
1 .) LIMIT Of WORK SMALL BE A SILT Fff NCff ENTP
ENCHED INTO THE GROUND A MIN, Off 4-G". JOHN
F E R 11 A i',� t!-:S
THE INSTALLATION SMALL BE DONE 50 THAT VEGETATION D15TUPBANCE 15 MINIMIZED. M.
'46i3O CIVQ_ O'REILLY
2,) CONTRACTOR5HALL BE RESPONSIBLE TO PREVENT EROSION/RUNOFF DURING
ft.4f; 45;
CONSTRUCTION.
PAGE I Off 4
rn
POSTS SHALL BE A MINIMUM DIMENSION Of I-1/8"x I-1/6"AIR OR KILN DRIED
3,)WOODEN 5UPPOR�J�
OF HICKORY OR OAK AND 4 FEET LONG, 5TEELP05T55MALLBE5TUDDEC) "TEE"O
R 'U"TYPE WITH
SUM
A MINIMUM WEIGHT Of 1.3 POUNDS FER LINEAL FOOT AND 5 FEET LONG, POST SPACING SMALL
50, BE A MAXIMUM OF'5 FEET FOR WOVEN FABRIC AND 3 FEET FOP,NON-WOVEN FABRIC,
4.)THE SILT FENCE SMALL BE ATTACHED DIRECTLY TO THE UP5LOPE 51DE OF WOODEN POSTS WITH 0.5
INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEEL P05TS
REVISED 5-G-14: LOT #2 HOUSE LOCATION ROTATED FOR BE17ER
WILL BE BY WIRE FASTENERS OR 50 POUND PLASTIC TIE STRAPS ON THE UFSLOPE SIDE. THE!!�YOUT AND DIMEN51ONS OF THE
rn SOLAR ORIENTATION
1D'5 0i 5.)THE SILT ffENCE,5HALL CON51ST Of: EITHER WOVEN OR NON-WOVEN POLYE5TE POLYP 0 L N PROPOSED DWELLING HAS BEEN TAKEN
R Fy E E
0 STABILIZED NYLON, POLYETHYLENE, OF,POLYVINYLIDENE CHLORIDE, NON-WOVEN FA15R�C MAY BE NEEDLE FROI,/I THE PLAN DATED 8/10/2012,
LOCATION Of EX15TING
rn FIRE HYDRANT PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF, P EPARED BY DAVID f. ALTEN Habitat for Humanity of, Cape, Cod
4 1 1 Main Street, Suite G, Yarnrouthport, MA 02G75
APPLICANT TO WORK WITH THE TOWN Of BARN5TA5Lff G.) PRIOR TO THE OCCUPATION Of EITHER DWELLING THE SILT PENCE LIMIT OF WORK SMALL BE REMOVED
TREE WARDEN AND SURVEYOR TO REMOVE AND REPLACED WITH A 5PLIT RAIL FENCE,
BRUSM/TREE5 IN ROAD LAYOUT THAT OBSTRUCII
ZONING E30ARD PLAN
SIGHT D15TANCE AT ROADWAY ENTRANCE
APPROX. LOCATION 30 GO 50
OF EX15TING WATER MAIN 28/20 5ff5AME STREET, CENTERVILLE, MA
SCALE 1 "=30'
J.M. OTEILLY & AsSOCIATES, INC.
q e�
O� Professional Engineering & Land Surveying Services
Ogt
103 Main Street Route 6A
P.O. Box 1773
(508)896-6801 Office Brewster, MA 02631 (506)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
2112/20 14 A5 Noted KE f JMO JMO-G7 15
GAAAJob6\HaL ame 5trect(�715'�ciwcj\G715Con5truction Set(REV15ED5-G-l4).CiwCj
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� DRAINAGE CONSITRUCTION NOTESI: � 5EPTIC 501L T�5T LOG5 : . I ,� I - 11, I � I . . I I ' ' I 'll " , I I I I I � I I -� I � I � � I � I . .1 I � I I
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� I 1,)CONTRACTOR SMALL 13E RE5PON515LE FOP,VERIFYING, LOCATING AND PROTECTING I DE ROM 501L 501L I SOIL 501L OTHER I I . I . . I I I I I I � I I I 11 I I � I - � . I
I 1. I I I � I
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� I I I ALL ABOVE GROUND UTUTT5 PRIOR TO AND.DURING CON5TPUCTION. CONTRACTOR SUR, I HORIZON TEXTURE I COLOR MOTTLING I I I � I I 1. . I I � . I I 1, .
� � � ,NSTABLE WATER DEPARTMENT, . (INCHES) � — (USDA) � � I .(MUNALL) . . - I I I� I I I � I . I I � � I I 11 I I � I I I I I I . ,�� I I . � � I
SMALL CONTACT DIG-SAfE, ON TARGET LOCATING AND BAR I I I I I . . : I
� . I I I I I I �
: AS APPLICABLE, FOP,MARKING OF ALL PUBLIC AND PRIVATE UTILITIES. I I I I . I TYPICAL ROADWAY FAV�M�NT 5ECTION 11 ,
I � 0-I Gil A LOAMY SAND I -LQj&-L4 NONE � I I I I . � � . �
� . -4 LOAMY 5AN2 . I _..;L�� NONE 2 0003 0971.Zrwa v e I I I � I I . I I I I � I .I � . � I �� I I � I :I I � � . I I I I .
! 2.) ALL COMPONENTS, SUBJECT TO WHEEL LOAD5, SMALL BE,RATED M-20, � . 17G 5" , 5 �__ I I I . � I I I � I I I � I . � I I � I . I � I I I
� I . � I 1 A 121" 1 Cl I MEDlUM/COAR5E SAND I I OYR,8/G I NONE I . I I I I I I NOT TO 5CALE I I . : . I I 1. I � I I � I I I . I I I I �, � I . I
� ,MANCE WITH THE TOWN Off ' I I � . I . I I I I I .I . I � � . I ''I I I I I . I � I . I I I I
: . . � ; 3.)ALL WORKMANSHIP FROVIDED SMALL BE IN CONfOP I . TEST HOLE 2-2: EL=54,0± I . I . � .I I �, � I I I I . I 11 �
� . BAPN5TABLE'5 D.PW 50011CATION5. I I . I � .� I I.I I 5O(L I I I � 501L SOIL . I I . . I I I I I I I ,� I 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 4.) ANY MODIFICATIONS AND/OR DEVIATIONS FROM THE PLANS SMALL BE REVIEWED SURFACE HORIZON TEXTURE � I COLOR MOTTLING I � . I . . I I I I 11 I. . � 1. I I � � 11 � �I I I I I I I � � . � I
I I I I I I I I I � I I
� AND APPROVED BY THE ENGINEER I I � 1, I O N H%) — (U5DA) �I I � (MUNSELL) . I � I I I I . I � � . � 11 ,, � I I I I o I I �
I .. I I I I I I I LEAC H I N G. GALLE RY - D ETAI L. .
I . 1
5.) COVER ALL LEACHING P05 Or UNDER PAVEMENT)WITH 24"DIAM. CAST IRON FRAME I I I OF I A LOAMY SAND , I I CYR 3/4 NONE I I I I �. . I � -0 I : I G1 I I 0— I I I �. '' 11 I 11 I .I. � � I I I I I � I I I I I I : I I I �
, 9-35" I 5 I LOA I I I I I I � I I
. ,ADE (USE EJIW LK I I CA OR EQUAL). � � I � Y SAND - I CYR 5/8 NONE 20-30%�ravel . . I I I I � I � I I I I � I I � I
AND COVER RA]5ED TO GP I , I I I I. I I 1 .01 I 1 .0 I � I : � I I I . . . 11 � I 5CALE: :1 " :�= 20' 1 1 . I I I I �
: � � I �;q-1 50" 1 C I I MEDIUM/COAP,5E SAND I I I OYP 8/G I NONE , I Perc A) GG" I I � . I I I . I . I I � I � � � I 11 - I I I I � I � .� . I I I I I I � �
� I -1 G,)THE LEACHING BASINS SHALL BE SET FULLY INTO CLEAN 5AND.,DE5lGN ENGINEER I . . 11 � I I � I I I .1 . No -0 1 71 P. no . 7 — -- - -0 I � I I I I � I 1. I I I I I I . � . I . I
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SMALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY AS WELL TEST HOLE 2-3; EL=40.9±1 . I I � � � . I I I � I � I I I I I . I � I I I I � . 1� I I I � I I . 11 . .
I . � ROAD SHOULDER SHALL BE GRADE[) I . I P -P .1 I I I I I I I . I I I
I AS GROUNDWATER ELEVATION PRIOR TO FACILITY.11\15TALLATION� DESIGN ENGINEER SHALL DEPTH FROM SOIL 5011- I 501L 501L OTHER 1. . . . I I OAD 5HOULDE ,SMALL BE,GRADED . I 11 ,� I I .1 �; I I 11 C . 80, ,� I . � I � .
SUBMIT INFORMATION TO THE TOWN ENGINEER DETAILING THE 50ILAND WATER TABLE SURFACE HORIZON TEXTURE ,� �I I � . COLOR MOTTLING I e . I � � TO MAINTAIN STORMWATER ON51TE I I 11 � I . 1, I I . TO NAAINTAIN SITORMWATEP ONSITE ' I I ,e., � I . . I � I I �
I I I .
� I . , I I I �
INFORMATION AT THE LOCATION Off THE SUBSURFACE D"NAGE; 11 I I I I I I I (INCHES) , (USDA) , I " (MUN5ELQ � � ''I � I 11 I � I . � . � . � I � . � I I I . � I I � , 11 I � I- I - � I I . . . . � I I � � I � . � I I � � 1 . I I I . I I .
I I I I I 1 2' 21
1 1 1
1 1 �
. . I � � I � .A SANDY LOAM I I CYR 4/G NONE I I I , I I I I I - I . I I . I � . % ,L, G' L,4'L, G' ,4' 1, G' L,4' 1, G'� 1,4' 1, G' L,4' '41 L, G' �4' 1 . I
I I I . I I 1 --�2�� SILT LOAM � I CYR G/I " .1 � - I I �� A I 11- .1 1 1/4" PEP, fOOT PITCH I I/ " PEP, FOOT PITCH I . --- 1� 71 . - I � � � I I I � I . I I I /e__ I I I � �
� . I � 13 1 NONE I I I I I I E3ERM-- I - i I '� HIG�j 5ERM (AS SHOWN) , . � I I
. DA51N AND . LEACHTS NOTE5: --!�i�� . . , -11 ,\ I I 1 3 � . I I � I I . �
I CATCH, I 34-GO" I C I I MEDIUM/COAR5E SAND ' . I OYR 7/8 1 NONE Trac=of 5ilt " . I . . I : ,� I 1<1<\\X ,� !� X\\-,,/�/X, / I I I � -I � I - I I I - I 1 1 1 1 1 :.1. I - . I
. � � � � �AN&X I � I . �i:" H - I �
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I � I I I I :Q! �,?%K 0..y .. .'.-..--*.: �-*. .. " "I - ," '- , , , , ""' -.,-*1.*.: .". ,'�, 1'1.*..� '.,%,...-.�...,-.-,., �-,,---, I I � I I .1 ,-- % - I I .
1 .)ALL PROP05ED CATCH 5A5IN5, LEACHING GALLERIES, AND TRENCHING ACRO55 I� � I I I I I I I , -:, ,'-�.' -. ""'." , :r..,I.-1.1 - ". ...'t,.., .-,- .. -- . '"'. " . -.-:,..,-...--.'.....- . . I I � 1 I 1 2 , U "'," ��
I. � TMTMOL&A� EN53 ± . I I I I - 1 i I I I I I Z.,..,,,�:-.; ...".-"7 , '....'. , .. .:. ,. . - ': , - ,,lf� ., - ...,�--. .I .1- I -" , , ". --:' ',,.,.,.!. V, - , ""*- I I I , � � I � 16 - w �1'1 1; � 1'1�� I .
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501L 501L OTHER : : . ," ,.,:,'. , -.-.--:*- %0,:'...'."- . . I I -�, �, �,
"'.." -,.,- I --%-:.,--, 'L""'...": . � � �
ROADWAY SMALL BE 5ACKfILLED, AND COMPACTED IN G-INCH LIfT5. COMPACTION I �, � I � I I—I, I - ,1%-::-:!,.,-,,,, * ,. -- - - , - "- I. " ,.- .. "' " , , . , I I 11 �I I � - 1 I I �n . I I
I 1, I I .. - .* -...- -`,-,1 -��': an". , .. .. �' , I , � I . I I , ,
I . -.. ,.-.. :' . . . . I � I
,OCTOR REQUIREMENTS. ALL 5ACKFILL MATERIAL. . DEPTH FROM 501 5C0L . � . I . I . . I � " ."..1.1.1 ..."',, -,��` - , --------;,1'-,;-.�- 11 I � . I -.� I
I . . SMALL MEET 95%STANDARD PP I I SURFACE . HORIZON TEXTURE COLOR MOTTLING � � 1. I � I 11 I I � . I I � I � I . I:, . . .11 . �, , � � I .... . - � � . I I I 11 : I i �
� SHALL BE DENSE GRADED GRAVEL WITH A MAX SIZE OF 3/-4,,OR ENGINEERED I (INCHES), � . � I (MUN5ELQ I I � I I 1 1 .5" FIN15H COVER (ROLLED) No- 1 ,01 ---" I I I � .!i I � I I I I I � I I I
� , APPROVED EQUAL. � I 11 I I � - I I � I (USDA) , — I � . I � I � I I I r r : I � r r .I I I I I � I I I� I . I � � , r �r I I I
—
I I I r I I � r : r I I I I r I I I
r
I I I I I I � � ' 'I : --�-� A LOAMY 5ANg r 1 � I I OYR 3/4 NONE - 11 � I . I ,r r I . .01 -00 2.5" 5INDER COURSE (ROLLED) . . :. � � . 11 r I . r I � I r I I 'r I I I . I � I
- .1 4-42"� I B r LOAMY ND ' r I I CYR 5/5 NONE 11 . r I I � I 1. I I . r NOTES: r . : r . � r. r - � I r I � I �
. r ,
� 2.)THE LEACHING BASINS SHALL BE SET FULLY INTO CLEAN SAND, DESIGN ENGINEER I I 1, I C1 - r r I 11 I I I I . r r , — r r I � � 6- rRoussED STONE (SU05A50 .r r I I . . �r � , I r � .1 I DRAI NAGE 501 L TE5T LOG5.r � . I .
SMALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY PRIOR TO r . . � 1 4 -12G" ___ I MEDIUMJCCAR5E SAND I I I OYR 5/G I NONE I --------i � r . Ir I .) PROPOSED STONE 5U5-5ASE SHALL EXTEND PWIDER THAN THE � I r r I I: I I . I � r
FACILITY INSTALLATION. 11 .- I . I I I I 11 � :I I . � I I I r- I I r . . 11�I I I I� TEST HOLE 2-5: EL=53.0± � r I � . � r I I � I I r . �r I � I r . 11 .Irl, r I I � I 1 (2) 4" ILIFTS I I PAVEMENT IN ORDER TO%PPORT THE PAVEMENT EDGE5. . I� . �I . r� . r.I I r � r I r I r r . I TEST HOLE 2- :"EL=4&3± I I r I � r I . �.I I I I r I� I r I � � I .1�
. I r r I r I � r I . 11 I I .
I I I . r I r -- I I I
r r I . r
I r
. 3)THE CAST RON GOO; FOR THE CATCH 5A5lNS SHALL BE LOCATED 50 THAT r . I � I I DEPTH FROM 501L SOIL Ir . SOIL 501L rr OTHER, r r I I . r I . (MIN) 4" CLEAN SAND BA51f 2j ROAD SHOULDERS NEED TC) BE GRADED IN ORDER TO RETAIN 5TORMWATER',r. .� : , , � r DEPTH FROM SOIL r 501L , I , SOIL 501L , OTHER I I
.
r ,OF THE GRATE 15 AT THE GUTTER LINE Or ME ROADWAY SURFACE (UNLESS , L SURFACE HORIZON TEXTURE - COLOR MOTTLING � . I � I r I RUN-OFff ON-51TE. r .,, - I I �I SURFACE HORIZON TEXTURE , I COLOR MOTTLING . r � . r r . �
� I I THE CENTER I . .1 I I I r I 11 I I r(INCHE5) , I I 1. r (MUNSELL) , I I r - �
OTHERWISE NOTED). � . . I . � r I I I r � 12�— (USDA) r I _LMUN-9ELL) ,r � .I . I I I . r I � . I I I,r �� I. � (I , _r I I I � r
. r r I . r . � 11 -= r r 1 2.) DE51GN ENGINEER TO INSPECT THE ADEQUACY Of THE ROAD BANE PRIOR TC) r r . � I � r . I �
� - I I r r . I I I . I . � � I I I I I r r -7" 1 1 I r I I r
4.)'ALL CAST IRON FRAMES AND 5EALS FOR DRAINAGE COMPONENTS SHALL BE FINISHED 'r I —0-13! A LOAMY SAND . I I OYP 3/4 NONE I � I I I r I I I I THE PLACEMENT Off PROCESSED STONE. . . I r � r : I I I I I r I 0 A LOAMY SAND r r _Q� NONE 11 � I
I r I I � I
! � r WITH MORTAR CEMENT.r r : r r r . r . I . ,� I I r I r 1 343" - .�. LOAMY SAND I . � I OYR 5/8 NONE r . I r I I I - I I r r I I I I I I r r � . 1 1. I- . I TQC` -J_�j___ LOAMY SAND 1��_NONE , ,.Perc A 2 - � .�
I I r r I I
r . . r . I ,Ir . I r 11 43-1 25" I ' Cl r I MEDI�M/CCAP,51f SAND , . I OYR 5/G I NONE I Perc; A 73" 1 -------i I I r�r r I .1 �. I I I . I I � I I I �� I r 30-1 OG` Cl I MEDIUM SAND I,IOYP,7/G NONEr � .1
5.)CATCH BASINS GRATES SMALL BE PLACE[) OVER 5 PAVED . r r r � I � I r r I I � I r,, 1 : r� r I I � - LOAM I 1 r , I I I r I
,FILTER FABRIC UNTIL ROAD I r r I � r � I I I OG-I 5G' I C2 I SILT I I OYR 7/4 1 NONE I , I
r I I � I
r � ,ACTOR 15 RESPONSIBLE TO MAINTAIN TH E FILTER FABRIC I �TESlT HOLE 3-1 ! EL=05 t , r ' , r I I � � r I . r � I . r I I I r I I I . r .r -. I r . . � r I I : I I I I I r I �
WITH BINDER COAP5E. CONTP I . r I I � � I . � � I � r �
r
. I I I .
� 50 SEDIMENT DOES NOT GET INTO CATCH BASIN. � I r r 11 r I I I DEPTH FROM SOIL SOIL , I I 501L 501L , OTHER I . � � I I I r � � I r rr , � I r r I r I . .r TEST HOLE 5: EL=48.6± I I I r I � . � � I .1 r I � r . I I r i
I � I I - I. r 1 . r I I � �r. r . I I I � � �I 1 . SURFACE HORIZON TEXTURE � .I.1 � r � I I COLOR M r OTTLING r I � �I I� � I r . � � r I I I I � r I . � I I � r � r . I I r � . - . �I r 11 � I DEPTH FROM 501L -901L I I . SOIL SOIL OTHER , , : . . I I I I I
I I (U5DA) r MUNSE � � I I I I . r I I I I . 11 SURFACE HORIZON TEXTURE � � COLOkr' MOTTLING . , , , I r I
I I r I I I I -.��� I I r I r r I I I I I 1: : . (USDA) I �. (MUN5ELL) r , _ ,. �r Ir I I
I I I � I I . I � I .
� 1 r I � 11 0-4' 1 A - LOAMY SAND - r ., I CYR 3/4 NONE . . 1 . � I I. � r I - r .;jNCHE5) I - . � � . � I
I .
I I I I I� I : r I ,r . �I . I � I 4-2,W' ___f __� SANDY LOAM r , I OYR 5/4 NONE I r I I - I r I � � r I . . � � . . r I .r r � 0-I oil I I A LOAMY SAND r I - I CYR 3&L I NONE j -- � I � I � . .
� I r I � . r I I
I r I I � � I I � I IME UM/COARSE SAND I 0YR 8/G NONE r r . . r I I I . . I I� I 1 10-26' 5 LOAMY SAND r . � I OYR 5/8 NONE I
. � 1 24-50" I CI IME - ' . � I . I . I
r r r I I I I I . � I I I r 1 50-95" 1 , C2 15ILT LOAM 1. I R:G NEr. I I r I I r I . I e � I r r 28-129"� CI ,r -ME)IUM/COARSE SAND I CYR 51G NONE � Perc A 48" r % �
I I r I I � I I CY :/:J�NO I I � r I I I � . .
I r I I I I � � r I I � I -13C 1 nyR G/8 Ir NONE , I . I I 1 . � � � I .,� . .I I /I I,1 14 . I .. r I I I r I - . I
I I r 11 � I I � I 55 ." I-, C3 I MEDIUM/C0AR5E SAND I GW STANDING (a) I 27' 1 1 1 1 DATE Of TESTING: 2 1 . I I � r
I I
I I . r
: r I r I I . , I I I r
r
I r I . I� TEST HOLE 34 n=51 St r I . .I � I r r r I I. r I I I : � I I � I . r I WCOLAPON RUE: 3 MIN/INCH IN "5*C I"LAYERS I I I I
I I I . � I I . r I . I . . r , I �
I
r I I . , I I r � . I
r Ir I I I I I r r � - �
I � I . .
I . I I I I r I r r DEPTH FROM 501L 501L , I 501L SOIL OTHER . � .� I I r I I I r . I I r I WITNESSED BY: KEITH E. FERNANDES, PE, J.M� OREILLY*ASSOCIATES, INC. �.� I I r � �
r � I I r , 5URTACE HORIZON TEXTURE I r COLOR r MOTTLING I . I � I I r r I r PERCHED WATER ENCOUNTERED @ EL=39.5 ± IN TP#A � � I I � . . i
I I I
I I r � . � .
I . I I . I � r r I . r I I � -P R ,DRA I !
� . . -2� r (USDA) I MUN5EL I r r �I I I USE A Q ,ATIO LEACHING AREA Of 0.5 FOR THE PROP05ED 51-155UPTACE STO MWATEP INAGE, . � I
� . I I I
� . 1 � I -
I . . � � . I
I
. I � I r � A LOAMY SAN 1 -4 , r I � I r r I I �I I r I� r I I � I I r i
I
I rr r 1 0-4" � r - I OYR 3/ NONE r - � � . 4 . I . I r r r � r r .. r � I .
. I � �
. r I Gil r I I . r I � I I !
r . 1 4-1 I 5 15AN Y LOAM , � I CYR 5/4 NONE � . r I - I � r . � I I r I � I � r
� r � I � �
� r I I
I 1 . . r
. r r �
I � r I I � I � . � I Go, 1, Cl I MEDIUM/COARSE SANE) H OYR 5/G INONE . I � � r I � � I I 1, �r I � r .I I I � I r � I I i
I I � � � � � �
I r . . � . I � 98-1 30" 1 C2 I SILT LOAM --- I OYR G/I INONE I GW STANDING A 130" I I r . I . I � I � r . I � I T
I I . �
r I . r
r
I
I I . I
I I � I r
I �� �
r . � r TEST HOLE 3-3: EL=52,I t � I I � � I . . � r. I � � I I r � �. r .� r I I I �
� I I I I r � � . . r !
I r
I I I
r- I I � DEPTH FROM SOIL 501L r � 501L SOIL OTHER I � I I I I . . � � r r r . 1 r' I I r � � � I � i
I I I r I I . SURFACE HORIZON TEXTURE I . COLOR MOTTLING I �� I . r I I � : r , r . r i . � I � r ,r . . I : .
� I I (INCH � (USDA) I � - (MUN5ELQ I � � I . I I I I I . . � r . I � I I I
: . I - I I �� I . I I r . I r � . I I I I I r I I r I ,r I I �
I I � I . I 1 0-4" A LOAMY 5AND NONE I I ,r I I I I I � . r � � � � . � I I I
I � . . ��I I r r I.I 1. � I � � .����� r r I QYR 3/4 1 . . I I I r r . I . . I I � . r . i � . � I � � I � I � I I I � .r . r I �
I 1 4-40" 5 I CYR 5/6 NONE � � I � � r . I I . I I r . � r I � I I I r I
. . .
. I � I I I I
� I � r I � I I
, r I
r I - r I r . . . .. r I 40-1 40" I Cl r I MEDIUM/CCARSE SAND . I CYR 8/G INONE .Perc P GO" I � I . r I . I I I � �� .I : I . � r I . � I r � r I I � I . I
I r I
I
I r 1 � I I I . � I r - . I I I ,, - I r. I I I I I � r
r I
r . � I r
I r I I TEST HOLE 3-4: EL=5& ± , I I � I I ,r . I r I I I � r I � I .r . � r . . r . I .I r I i
I � I - I . r I r . I �
. I �
I � � r � � I .
� . I � I I I I � .1 . r .
� I I 11 DEPTH FROM 501L 501L r I SOIL 501L OTHER I I I , r I r r I I r I
� � I I I . .1 I 1 � r I r r . I I r I
r . I 11 .
- I . . 1 . SURFACE , HORIZON TEXTURE I COLOR MOTTLING I I 1. r � I I I ,� . . 1
r � � I
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. � r I I I OycMES) � � (USDA) � I I 11 � � r � . r � I I . I I �
r � (MUN5ELQ I � . . � . !
r � r . ,� I - 1. I I r � I I . � I . I I r I I . � I
I r I . . � I I I � r I . �
� .. r � , r 0025", I A , LOAMY SANE) . I CYR 3/4 NONE ---. I r r � . I I . I I I r I I I � . � .
� I . I .
� I r � � . r I r � I I . r . . I I � . r I : I . . i
I I r 5-41" B SANDY LOAM I OYR 5/8 NONE . I I I I I I r I I . � r r r . I - I r I . r r . I .. I r I � � . . r . � i
. � I I I r � . . � � . r . . . . " � . . I I r � r I I
. I - . � r I r I : 1 41-121" I Cl I MEDIUM/COARSE SAND I I OYPI,5/G NONE I r .� . I I . . � r . I I - �. I Ir r � .. r I � r . � � I �
. 11 � I I I I ,r TEST HOLE 3-5: EL= I I I ... � I r r r . � � : I % . r� r � r r I .r .I I r. I � � . I r I � I I � � r I I I I . I .1 r : � r ,� .I I - I I � I I r I . � 11 1 .r � r . I I I I t
I � I . � � 1 51 ± ; r � I � I ,�� , r � t � � - . I I � I r 1 , r ,� I � � . I � � I . :r . . � I I � . r . I . . � I . I . � r I . I I Ir I� � r� 1 11 � , � - - 1 �I � . r I I I ,r I - I 1 . � I�I 11 � I I
! r I I I DEPTH FROM 501L 501L r 501L 501L OTHER I I � I � � r, � I r r I r I � � .I I I . � I . I . r . � . .1 - -1 �. .1 I I r I r. . . . I . � �
I I .1 SURFACE HORIZON TEXTURE I r r, COLOR MOTTLING � . I I � I . 1, z I . I r . I � I I � I . I . I 'r r � I �� I � I , . I I I I I � . I . � � r
� I I r . 11 � � r . I (INCHES) r (USDA) I I . M 5 1 r 11- I 1 � r r . I : I I .1 � I I . . r r . 1. - ,r r I L r � I � I . . . i
; � ,� I r � I r r r r � r I _ L I - r , r I �r - I � � � I . I . : I I 11 ... I L r 1-r r L L 11 L I L I . r . r � I i
I - . I I � :
� : r I r � I ' r � r r I I .
. r I L I I I _�_�� �__L LOAVi I r I � I I E
. _IiAMY 5ANQ L I - I
I . . r I r ' L I L I L I P— I OYR 3/4 NONE I I I I I r 1 . r r I L % L . I L r I
I r: r , r r I r ; � L . I L r L L a6,U r 11 L r . - I 11 � L L I � I I I L . I I I � L I I 1 1
: . L L L L r r . . r % GAT J--jj-z ,DY LO�Lj I OYR 5/8 NONE L r : I . I I I - I I L
-!ANDY — r r . !
r I
r L
I L . I r . L L I I I .
I , I 11 L L
� I j I - . L r ,L L - - r I L I -----------T— I I . I I r . CATCH DA51N 5Cr" 'DUL .
. I r I OYR(5 G r L I
r I. L I r , L r .. 42A 2r I CI I t,AEDIUM/COARSE SAND I / NONE I Perr, Al 72" r I IL L I I I I ,� L . L I
, r r L . L L I
L . . . L 11 I I I I L r L r L� .
I r . I I � I .L
L
I r . r I . I r I . DATE Off Tff5TING; 4/30/1 3. 1 1 1 r I I I I L . . I r I r r L r I L I I . r . r .1 L I IL �
L I
I I r L . L I PERCOLATION KATIfi: LE55 THAN 5 VIN/INCH IN "C I" LAYERS IN TP#'5 2-1 , 2-2� 2-4, 2-5,3-.2, 3 1-3, 3-4, * 3-5. 1 r I L I .I L � I . rr I .L 11 � I r L I I I L L I I r I I r 11 I I r r :1 L L I I CATCH 13A51N RI M ,EL (±) INLETrINV. (±) � I I - . I I. I I . I
I I r L I . I . ,r . I r I I L . L r .
1. L I r I WITNESSED BY I: KEITH E, FERNANDE5, PE, J,M, OREILLY*ASSOCIATES, INC, I �, , r r L r I I L : L r I r I r I . CAT"(')r I t2 48,0± L 45,5± L r r' - L I L L I I :
I I I r I L L I . IL DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT r L I I I L r r, I I I r r L I I..L r I L L L � I r . r I r r . I . . r I L� . r Ir : L 1 . I: r 11 . . I I I L I I 11 I .
r rr r I I I I r I I I r I IL
I r r I . I I L L L
I L .
I I . r I I GROUNDWATER STANDING ENCOUNTERED @ 127" IN TP#3-1 * 1 30"IN T'#3-2r L L 11 rL L I L I I " I. � . I . I r . r I L L I L I F: r : ,r , r I . L .L�� , - I I L r, I - . I
r r USE A LCADNG EYE 07 0,74 GPITSF POP,51ZING OF 501L ABSORPTION SYSTEM. r , . . I I I r DETAIL Of GALLERY # I * CATCH DA51 N5 1 *2 . I
I I L L I I
L r
11 r L I I I .. .
I . I . I I r L L
� r . — - r L
r r I I
I I I L I L I I L r L L ACHINGr GALLERY 5CHEDULE . r
I r r I I I r I I r . . . r r L
� I L r . r L I I I L .L I . L r r r I I . I � r 11 L I NOT TO 5CALE L L r I I L r I L ,. r r .I rr I . �r I . L 11 L 1, r I I I , r I I � . r, I I I I L � , r L L I I
: I I . . : r r I ,L r r , I . � , L r .
. I I I , I I L : I I I �
I I . I r
I L I I I I I L . . L
I r L. : I L . L I I r I , I I L L I . r I I I L . . I (±) ' r r- I . I i
I r L I . L . I 1 : LEACHING GALLERY INLET INV, L . I L
r I L L L
I I I r L L r I I I I . r r 24"x24"Ca5t Iron frame and Grate 24"x24"Ca5t Iron I'l-ame and Grate 24" Diam. Caqt Iron Frame and Cover I I I r L . L I .I r .1 L, L I I
. L . . I I I . I r I I I I . L L I L Pai5ed to Grade L r I I . L r I r GALLERY#I L 45.5± r r L� L r I I
I r . .
� I r r I I I I I L r I I L r I . r� I I Fai5ed to Grade(RIM EL=48.0±) I I Rai5ed to Grade(KIM EL=48.0±) . . r I I r I . 'r . I I r I I L I I . . I I L I �
� r r I . I I r , . r I I . I I I I I r � 11 I rL U5&ffJIW LF248-2 OR EQUAL I I ,r L r U15c EJIW LF246-2 OR EQUAL . I L U5e EJIW UK I I 0A or Equil r r L� r r . L r I. I I L I I I . . L I: - I ;
r L L r I I
I L I I I
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; i - I ., . I . TEST HOLE 2-2: EL=54.0± . . )500 GALLON SEPTIC TANK(MIN. ALLOWED) . I I I I I � I I ark I
iI I I � I . I � � I . I
I
; � I I I . 1 oac�
� � I CONSTRUCTION NOTE5 .- I I I I DEPTH FROM SOIL 501L 501L SOIL OTHER � I PUMP CHAMBER CAPACITY PROVIDED: I I I I I .I � .
! I I I � SURFACE HORIZON TEXTURE . I COLOR MOTTLING I I - I I I I I el
; I I I � I (INCHES) (U5E)A) I I (MUN5ELQ I I � I 000 GALLON PUMP CHAMBER TANK I � I I I I I I I I I I � I I � I I ?jace, �
. . , 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
: : � 1 .)ALL CONSTRUCTION SMALL C I ONFORM TO THE STATE ENVIRONMENTAL CODE- 1 0-91, 1 A LOAMY SAND I I OYR 3/4 NONE � I . LEACHING CAPACITY PROVIDED: � 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 . 11 � I I I I I ONE (1) 25'X 12.,56l X 2.01 LEACHING CHAMBER CAN LEACH: � � I I I . . I I I � I
; ! � � . I . I . . I �
I � I
I TITLE 5, AND THE REQUIREMENTS Of.THE LOCAL E30APD Of HEALTH. 1 9-391, 5 LOAMY SAND I CYR 5/8 NONE 20-30%.!@ravel � I I . 1, I . . I I . I � � � I � � � � I � � � A
I
: I - . I I � � . � 9-150" I C I I MIfDIUM/COAR5E SAND I I CYR 81G I NONE I Perc P GG" ' I I I I � I Vt=[(25 X 12,83) + (25 X 2,0)2 + (12.83 X ;2,0)21 X 0.74 GPD/5ff=34e,33 GPD . I I I � I � I I � I I I � . I I I I I . . � I . I I I . .. I 1
2.) SEPTIC TANK(5), GREASE TRAPI DOSING CHAMBER(5)AND DISTRIBUTION I I I . I 1 349 GPD>330 GPD REQUIRED. � I � � I � .1 I I I I � � � . i
. I I I I I . I I . I . I � �
! � 1. . EcHANICALLY : � I I . I I I � I I I I I I
i I BOX(E5)SHALL BE SET ON A LEVEL STABLE BASE'WHICH HAS 13EEN M � TEST HOLE 2-3: EL-49.9± I I . I I I I I I . � � I � . . I � I . I I . �
i � � I NOTE: A GARBAGE DISPOSAL 15 NOT PEPIVITTED WITH THIS DESIGN. . I I I � I I
I � I � I I I �
: I COMPACTED, OR ON A G INCH CRUSHED STONE BASE. . I I I . I I I I I I I 11 I I � I - . I I
� I � I DEPTH FROM 501L SOIL , 501L 501L OTHER I INSTALL: � I I I . I I � I � . I i
I � I ' I I I I I � . ;
: . I I 1 I . I . � . 1 I . - I . � I I �
I �
I I
I 1 3.) SEPTIC TANK(S) SMALL MEET A5TM STANDARD C I 127-33 AND SHALL HAVE � I � SURFACE HORIZON TEXTURE , � I 'COLOR MOTTLING I � I ONE (1) - 1500 GALLON SEPTIC TANK I . I I I I 11 � � . I I I I I I . I. I . �
� . CHE5) � . (USDA) (MUN5ELQ I� I 1, I I �
. I I � I . �
. I
�
i . I I I I AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE 5OT- (IN , I I ONE (1) - I 000 GALLON PUMP CHAMBER I � � � I I . I I I I I. . I I � NOT TO SCALE I i
I I I I I I I
i 11 � I 0�I G11 A SANDYLOAM I I OYR 41G NONE I I I I I . I ;
I . ONE (1) - 3 OUTLET DISTRIBUTION BOX(M-20 Rated) ' I I I I I I
� TOM Of THE SEPTIC TANK TO THE f LOW LINE SMALL BE 48". , � I � I I . I I I I I . I I I I I I t
: . I I I I . I I� � I I I G-34" 5 SILT LO M I I I OYR G/I_ NONE . � 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 I I I - I
I .�4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SMALL EXTEND A MINIMUM.OF Gil , Cl MEDIUM/COAR5E A I I OYR 7/81 NONE ,Tracc5 of 511t I ONE (1) - EfffLEUNT FILTER 11 I I . I I I I I � � I I I I I �
. TANK AND SMALL BE INSTALLED ON I THE 34-GO" � I 11 I I I I � I I I � . I . I . � I � I I . i
i I I ABOVE THE FLOW LINE Of THE SEPTIC CYR � I ONE (1)- MYERS 5PM4 I/4MP EfFLEUNT PUMP WITH CONTROL PANEL�, I I . . . � � I I I ,/ I.-,- I �� PLAN BOOK 34G , , PAGE 75 1 i
I � I CLAY LOA ,G/2 I NONE ,I I I . , I I . � I . � . - � � I I . �
�
; / . . I
I CENTERLINE Of THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, �. �I . EGO-I 5G` I I C2 15ILTY �� I � I SEVEN (7)- BUILD UPS WITH COVERS(SEE FLOW PROFILE FOR DETAILS) I .%%** a%* / . I I I I I / I � I I --1 I � I
I I
I � I � I 11 . I I I I I I � I I I � I 11111iom I I I I � I/ � I I _�- . I
: I TEST HOLE 2-4: EL=53.7± I . I �. I I I I � � I I I I !
I TION BOX WITH PRECAST I I � I I I %ft / � I I I I I A55E55OR5' mAP 173 PARCELS 7-11 * 7-2 �
! .5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBU , I I I I I I I I . � 11, - I I I
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF I DEPTH FROM SOIL 501L I 501L SOIL 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 � I 5 ) .1 / I � I I I I i
I I
� � � . FIN15H GRADE, OR AS APPROVED BY THE LOCAL BOARD Of HEALTH AGENT. I � � I SURFACE HORIZON TEXTURE COLOR MOTTLING I . . . // . I I I C f I I . 1. I . 11 I I
: I . I I (INCHES) I . (I I I I (MUN5ELQ � I I . . . I I . 1: I I � �I I I I I / I I ''I 11 I -, !
: . � I � I I 1. I I I I . I W,E7-L . I 11 I . , i
: : G.) PIPING SHALL CON515T OF411 SCHEDULE 40 PVC OR EQUIVALENT, PIPE SMALL 11� 0-1 4" A LOAMY SAND � I OYR 3/4 NONE I � I I I I � I � - AIVL) . . 1 � I I � � I I I . LEGEND . �
� : . . . Bt),lizpl, I I
i . i I /00 I . . I � . �
I ,�
I I BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%, : I . . I . � n I I . I I I
; � I I . I I �4-42" 5 LOAMY SAND � - I GYR 5/8 NONE I I I � I I I / � I � I I I I--/\ I f I I I 11 : . I I . I I � I . . I �. . �
! I I � � I I � . -� EXISTING CONTOUR .
� I I . i � I . -- I
I . -
I : 1 7.) DISTRIBUTION LINES FOP,501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE I 2-12G" I Cl I MEDIUM/COAR5E SAND I I OYR 81G I NONE I I � � __j . I I I I 4-7- I /I . I I � I I . 11 � I . I / I I -11-1-1- � I . I I I I
I I
I
I I
I I I � I � '7- I . � 1 *% / , I - 11 I — ;
I I . � . I I I I 8 -/,/ � I I I . . I c 1. ",_1 -- . 1 .32 PROPOSED CONTOUR .
I . 1 4" DIAMETER SCHEDULE 40 PVC LAID AT 0,005 FT/FT, LINE SMALL BE CAPPED EL=53.Ot I I . . I I I I I I I I I I I I I I I I �, I . � I � ;
I . I .
I
� AT END OR AS NOTED. . � � I 11 . . . r — I . I I I I � -�/b I 11 � . I . r I I . ,�I . I . 1 . " I . I X 12.34 EX15TING SPOT GRADE . �
I I I I I I I 501L OTHER � � . I .1 . � I � ,/ , I � I I . I I
I � DEPTH FROM 501L 501L I . � . -4��-,I-, � . �
I . I . TEST HOLE 2-5: . 501L I � I I � I I I I - � &/,--, , 'I',/, I I I I � . . 4*4 / I I I . -,, �
� &),C)UTLET,PIPES FROM DISTRIBUTION BOX SMALL REMAIN LEVEL FOR AT LEAST . SURFACE HORIZON TEXTURE I COLOR MOTTLING � I I I I I I I . I 11 I �. I . 1�l`l`lll` ft* - I � I I � I ,24x5 PROP05ED SPOT GRADE � �
i I � I I . (INCHES) , I (USDA) : (MUN5ELQ . I . � I � I I� . I � 1.11-1- I 1.1-.ftft--,-, � I . I � I I I i
� I I 2'5EfORE PITCHING TO 501L ABSORPTION SYSTEM, WATERTE5TD15TRIBUTION - I I I I 11 �** , I'll......1� � I I . I . I � I � I Awaft � I I � 11 . —W I i
I � I I 11 I I I I I I I . I I Iil�,�....%,� I I . 6 ' '. I "I'll I � I WATER SERVICE LINE I
; BOX TO ASSURE EVEN DISTRIBUTION. �, I . 0-131, A LOAMY SAND I OYR 3/4 NONE I I � I *** I �-- I I 1 6 ,. j
� I I I I I — I I . I I I , � I I I 1 6 6 1 �. . soft . 1 6 1 11 6 1 —0— 6 �
I I 1 6 ? I 1 6 111111111111111M OVERHEAD UTILITY SERVICE I
I 1 6 . I I 1 13-43" r B LOAMY SAN D I QYR 5/8 NONE 6 — I � I � *�% 1) � I 1 6 . . 1 r I I
: 1 9.) DISTRIBUTION E30X SMALL HAVE A MINIMUM SUMP Off G." MEASURED BELOW I , 11 , I I I 1 6 f
: I I 1 6 . . I -, I � 1 6 11** I . , I I UNDERGROUND UTILITY SERVICE �
! . 1 6 1 1 3-125" I �C 1 6 I MEDIUN/VCOARSE SAND 1 I CYR 81G I NONE I Perc P, 73' I I I I I 11 %% 6 1 1 1 . 6 41111114 / I U— I I
: I 11 I 1 6 1 1 1 11 I 11 . 1 ,6 �
i THE OUTLET INVERT. I I . I 'I- . . I I I �
! 1 6 1 - I . 6 1 6 1 1 1 1 1 **1 6 1-� 1 6 1 . I . . 0— .6 1
: 6 1 1 1 1. � 1 6 6 6 . I , I ftfto 6 GAS SERVICE LINE �
i I I 0.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T Of 3/4"TO I I I . 6 1 1 / / 111. 6 16 11 I TP . �
I I I 1 6 9
I � 6 . 6 6 1 1 1 . I I
� � 6 I-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SMALL BE DATE Of TESTING: 4130113 ' I I I 1 6 1 6 61 6 I 1'�,,/ 1/1 -ft*%il ,I . I . 6 1 1 11 1 6 1 1 1 1 e TEST H06LE/ BORING LOCATION I
I
1 6 6 INSTALLED BELOW THE CROWN Of THE DISTRIBUTION LINE TO THE BOTTOM Of THE PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN "C I" LAYERS IN TP*5 1, 2, 4, * 5 6 1 1 1 1 . 1 6 TP#2-4 , . I I I 1 6 1 1 .61 1 1 1 1 ST 1 . SEPTIC TANK 6 :
. I I I 1 6 1 6
. I 1 6 1 .
. SOIL ABSORPTION SYSTEM. BASE AGGREGATE SMALL BE COVERED WITH A 2' WITNE55ED BY: KEITH E. FERNANDES, PE, J,M. OREILLY*ASSOCIATES, INC, 6 6 1 1 �w I 0/71± C, ...`...11111111111111l illllllllllllll� I I I .11 I . 6 11 I I 1 6 1 1 � .1 I . I !
, I
I I I . 1 6 PC PUMP CHAMBER .
I
1
6 . LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE fREE.Of IRON, FINES AND DUST, I I I DONNA MIOPANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT I I I . I \eser TP#2-1*1! I I . I 11 ----6-1--, 6 1 .
11 . 1 6 1 GROUNDWATER STANDING ENCOUNTERED @ 127" IN TP#3-1 t 130" IN TP#3-2 ON LOT 3 I I FLOOR FLAN- I I . --W-/� , 6 Ve `;�/ 31�3!i- 1 ,%iiiii, 6 , , , . 6 1 1 --I . ,-111-, 5A5 I I �
� . I I I . . i 1 6 6 501L AE35ORPTION SYSTEM 6 �
I
I I I 1 .) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET, I I USE A LOADING RATE OF 01.7.4 GPD/Sff FOP,51ZING Of 501L ABSORnON SYSTEM. . I I ,/ I I/ I 111111111111111111111, 1 LOCATION
WHEN LOCATED EITHER IN PART UNDER DRIVEWAYS, PARKING AREAS, . . I NOT TO SCALE I I ,- / - " / . ///, 1� 6 .
,
6
6 ,IN WHOLE OR I . I I I I 1 6 1 1 // "I / / , 11 1 4% . �
. 6 1 1 " , I , o� 61 6 1 � I I
. TURNI I 1 6 1 1 - , I S-A5 FOR 28 5E5AME 5TREET- `70-3 6 UTILITY POLE �
1111� ,- r�,, :,-�!--� / 1-11
I I I I I . / � - -, � ,� �1' I I . 6 z
.I . I . �, A --- - -� �,��, I -� 1
6 � . I Ce I I I . I . ,, , "I "I , Azgu,�-K,t "" 6 1 1 ---- I . �
I I I � I � .� :1 I 'I-- 6 1 6 E9 CATCH BASIN I I 1 6 1
;
12.) 501L ABSORPTION SYSTEM SMALL BE COVERED WITH A MINIMUM OF 011 Of I I I I I I ",--�� IV . - I
NG AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. rtification: / Ve-I I *** ,
. I I .. / 111, .1 I
1 6 1 1 1 .1 6 1 1 6 1 1 6 1 TP#2- "I -11 1, ",/* / I I--- ""`lll`lllllll`lllllllllll`
I P501L). 1 6 1 . I I / #2-1 1 1 - 6 1 1 1 . I I , 6 - ;
CLEAN MEDIUM,SAND (EXCLUDING TO 1 6 1 1 - I I I ff IRE HYDRANT 1
6 1 1 certify that on 10/24/05 1 (Keith E.Fernandes)passed the examination �/// 1�161- I , /,, �,6 6
i I I I I / /, 4 -,�- 14% - I I I �
I Q;-, I" I I -
1 6 "I , I I I I I I �
' . I ! I -", � , , I , 11 1 6 0 WELL I
11 approved by the Department of Environmental Protection and that tile above 1 6 � " 1� 1 6
6 1 1 , ,
� 1 3.) FINISH GRADE SHALL BE A MAXIMUM Of 30 OVER THE TOP Off ALL SYSTEM 6 1 .- . //" '7, � , -��",I - I--- I . 4% / " 1 6 6 6
analysis was performed by me consistent with the required training,expertise . I . . . 6 / 6 ., , � , W'. ,�,,/�.' 6-/.1./ -7 -" f--" I I I
� COMPONENTS, INCLUDING THE SEF71C TANK, DISTRIBUTION BOX, D05ING CHAMBER I . 6 1 1 1 / I ,'/ , /, 1� / /,- I TP#3-5 I --- I 64I aft* , I ;
6 1 1 1 . 6 / ,�/ 6 ,,�-, -, I DRAINAGE MANHOLE
,PTION SYSTEM, SEPTIC TANK55MALL HAVE A MINIMUM COVER 6 � and experience described in 3 1 0 CMR 15.017. 6 1 1 6 1 1 1 . z I LIMIT Off WORK ''I � 111 I � � I Q� .1, . -- 6 - ft% , 6 1 1 a 6 . �
I
1 6 1 6
: I I AND SOIL A550P 1 6 1 1 1 1 1 1 1 1 1 1 6 BED �Z KITCHEN 1. 1 6 / I . 7,7,* 6 ', -71 - 6 *'ft 1 411111111111, 1 6 . E I CONCRETE BOUND, FOUND i
I I I I I . . �
I . 6 1
� OF 911, 1 1 1 . CID 5ILT ffENCE 6 1 6 1 - - �m TP#3-4 I . 6 ftw* � — �
.
6
. 1 6 1 (1?5), 71 6 L .
I
1 14.) FROM THE DATE Of INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL I I 1 6 1 1 1 . I (5EE DETAIL - PAGE# 1 ) I // I I I I r771t7) I L- --- I � 16 1 1 0% I I 6 , 6 TOP OF BANK 6
1 6
RECEIPT Of I A CERTIFICATE OF COMPLIANCE, THE PERIMETER Of THE 501L A55CRP- NAME: DATE: - - 6 1 1 1 . I --- . I A111111111111, I _-11111- ,--- I ,-X-X-x- LIMIT Of WORK 6 6 i
I I �
6 1 1 6 --- - I I
i I TION SYSTEM SMALL BE STAKED AND FLAGGED TO PREVENT THE USE Of SUCH . I . LIVING/DINING I I -i I .......--- "I'llift ,Mft ;
I 1 6 6 1 6 6 / I 1 6 6 . 6 1 --: ---- 1 6 i go -0-----O— FENCE 6 .�
: AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. . 1 16 1 1 1 1 1 1 1 1 6 6 . I - 6 . I I I 1 6 1 . . I
� 6 1 1 1 1 1 6 1 1 1 6 \.�, - 6 -" I ,,-,--,--',-A-, EDGE Of CLEARING �
. I i
! I I I * I I . \ I.1 I I 1 6 6 :
15.)THE 50APD Of HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION FUMF NOTE5 * REQUIREMENT5 : I 1 6 BED BED I . I I I \ aD.- - 6 1 1 6 - 2
1 1 1 � ;
� I I I . I .I \ 6 � I I -.. 6 1 1 6 1
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER If TH15 SYSTEM RE- - - - 6 1 1 6 6 1 1 1 1 � ,-1. . I E
I 1 6 1 ;
.
I . I
I
� � QUIRES A VAPIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 6 6 1 1 . I I . I I I I . 1 6 1� I I ITP#3-3 I , ---------�--1 I I :
. - � I .
I . I �
I I I I I I I � I --12�--I- '" I
THAT ALL WORK HAS.BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 1 .) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LCCATED WITHIN THE I I I . - 6 ;
I I I I I I
I I I t
I
: I . I BUILDING AS SHOWN ON THE PLAN. 6 1 16 1 1 1 . I r-�,I I I ".�, 6 , I I I �
PERMIT AND APPROVED PLANS- 48 HOURS ADVANCE NOTICE 15 REQUESTED. 6 1 1 1 ;0 ;
I I I I I ", ,� TP#3-2 . ,�,,,`."- 1111
I �'��11�
_�l i
.I,�,�,,�,L !!�
-
I
_
_��.L ,L
I . 6 1 4 -� . i
.,
: I 1 6 6 1 1 1� �.,� I I 1;� �-�7 1@,ftw',�,t'--'-!!;, �o-
2.)THE CORD5 FOR THE FLOATS SMALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER 6 1 1 1 ��� 6 I --� ,�.,�, :',, 1 6
1 1 1 �,'i,,1, �-,15`, I
�1'
I I , A ,.T
,- ""A',,, 1, -.-
� I G.)AN EFFLUENT FILTER(USE ORENCO IFT0444-3r.)SHALL BE ADDED TO THE OUTLET 6 1 6 !� � "T,", I
. ,;i��- "
I I , ,�,,, - . I
I I -- 6
1 TO THE D15CONNECT FULL BOX. THE COPD5 SMALL BE ENCASED IN 3" ELECTRICAL CONDUIT. 1 6 I -, ;�-.,
I I E.. I
I , , -.6161-1 - " I 1 6 , I
I END Of THE PROPOSED 1500 GALLON SEPTIC TANK. . . 6 1 1 6 1, I ,,�, . 11,61 �
. / ,6 ... I 11
,
,
- 1 6 1 , I �
,
,
. . . 1 6 ! 16, 1- :` I 1", 1 1 t
...
I I I . I . I I 11 -, I
i I . . 1 3,)ALARM AND PUMP TO BE WIRED TO DIFfER.ff NT CIRCUITS. I -1, I " I IQI��-- 6 1
. - ,, �%��'4� i
I . I X/ ,
I 1 7.) PLEASE REFER TO 3 1 0 CIVIR 15.254 (D) REGARDING THE INSPECTION. I I . 1 I 11 I.� � . I ,,-','F,,--
'k, , 6 ;
. I �1� I , �-; I �
! AND MAINTENANCE Of THE PROPOSED PUMP, ALARM,�AND EFFLUENT FILTER, 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SMALL CONFORM TO MASSACHUSETTS / I'- , , 0 I I I-- ,,�,,,, I
I , - rll .
I I I 501L REMOVAL - II-611, 6 6,4�V I
. I I " .1 "",'�,� I I
: 1 6 1 STATE PLUMBING AND MASSACHUSETTS 5TATF ELECTRICAL CODES AS WELL AS TO 6 1 1 0, . ,,,� . I !
I I I F, I Z'� '! I �
: . I 5.)SOIL REMOVAL: ALL TOP501L AND 5UB501L SHALL BE REMOVED FOR A DISTANCE I MANUFACTUREKS, SPECIFICATIONS. I I . 1 6 1 1 1 ---� T 1 . I �,��, , I 1
66 1 6 1 1 1 1 1 (5EE NOTE # 18) 1 1 -51,1'1'�,.--,�� I I �
1 6 1
1
1 . 6 1 1111- -7r�-'- I
i Of 5� FROM THE-901L ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, I 1 ,4�-, , . I I
: 6 6 1 . I �1�1 -- , 50 11 �11-1-111,11 1-0-,"M I - 1 6 1
: LAYER C 1, APPROX,4' 5ELOW GRADE, AREA TO,51f 5ACKfILLED WITH CLEAN SAND 1 5.) PUMPS SHALL BE MYERS 5RM4 I/4MPPUMP (OR EQUAL) MEETING MAXIMUM REQUIREMENTS I - I I . I "Z� ) � I 1 6 . I -.-11-ql-� ---1'..;"t"1�,1�11��, I . 1 6 1 1
,
-
6
. I I . 1 6 1 6 1 6 . 6 1 1 " U I ",-� I 1.111� 1,31F11" .1 I I I *
6 6 . - I . : 6-1.
6 AND COMPACTED TO MINIMIZE SETTLING(SEE SOIL LOGS). ALL FILL MATERIAL SMALL Of 50 GPM AND I 1 .3'OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH 6 1 1 1 . 11 1, .W-111 I 1, . �,,5- I I I 1 .61
,- I , ,
. ,_,;,,��., 1 6 r I . �
I ., ,��;�',` 6.A 1 1 11 J- 1
1 61 1 6 1 6 1 1 (:)? . --��,' -, I I ��11 I
- I 1 6 1 , 7,6� .
I I 1 6 . ,,:-��,�,`,, 11 1 6 - I I . 1 6 6
1 1 6 1 - � �
MEET THE SPECIFICATIONS OF 3 1 0 CIVIR 15,255(3)., 1 MANUFACTURER FOP,FLOW AND TDM. I I I I I I I I I 1 6 �, I 1 6 1 ."""'._;� .1 6 . I . . 6 1
1 . I I I I I , ,� ,- , I I
I 6 6 1 1 1 1 6 PLAN . I _-,�,�-,"�,"'.....'z"-! '. 1 . I � - I I I 1 6 6
. 6 6 "'.4"N" , . 51 6 1 1 1 1 .1
! 1 6 1 1 \\k 11 ."'i!",-,��',", 6 1 . I
I I I � 6 1 1 6 1 6 1 , " - � -I'll 11�6111 1 1 1 1 1
1 1 . 1 6 . 6 6 1 1 1 . . I 1 ,_,�,;,'K5,J-' -�',`�, '1-1� 1 61 1 :
! I I 0.) OWNER/CONTRACTOR.SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR G�) 24.5" FROM PUMPON FLOAT TO INLET INVERT PROVIDES 520 GALLONS Of STORAGE. 11 . 6 4, ',,� S,'3,�,,�"*%,�X�,,�,,�.�i,,
,
6 1 .1 , --(- -,,. I , I 11 I I . 1. I
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6 1 . SCALE 1 "=20' 1 .�
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I i 6 TO EXCAVATION. 1 6 . I . I � I 1. 1 6 1 37.01± 6 � , I ,lx'k 11-1�'
; ! 1 6 6 - I I 11 1 6 61 1 1 1 1�11 -,�, , �,o�,i,'� Nk
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I 1 20.) PRIOR TO CONSTRUCTION CONTRACTOR SMALL HAVE ENGINEER . I I I I TH15 AREA 15 5ERVED . -k- 9 , I � I I
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,
I I 11 I . 1 !�-`�'--7,,?�,,i; 7.,i ,- � P -,�,�����"-,-,��,,,.,��',-!,,�.,,,;� ,50x.5 6 .
6 6 6 . 11 6 . I I . 1 6 1 11 I - I 1 6 . 6 � I I I I I I I I ,,,,, ,�� ��,,�-�i�,�''6�,�, ,-iO""�',,' �', "A , , I 6 6 1 6
6 IN AREA OF PROPOSED SAS. I I I I I 1 6 .1 I � '. , , . 'I, ,I I
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� I , .1 � - , - - 1�1,1-11"V-�,"'t"", I I .I " � - I I .1 .
I I BY TOWN WATER. 6 1 ,�t�,66� 401-�,;7�,��'� � 6 , I
I . 5A5 DETAIL I 1 -�-��, �.Ibll,f !,Pi,,,,;'��-- L &.i ,
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- 1 16 . . 6 FUMP D05ING CALCULATIONSI : 6 1 1 1 . I I . . I I ,it �; ob 1'!,�,,- -l", I - I
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1 6 �Vl� ��',,:j_ � I � I
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. 1 6 - -1-1- Ili , , --" -,, 1�' � l, 7� , - I � I .
6 1 1 1 1 1 1 6 6 " 16. � I I . 6
1 1 6 - I I 15CALE: I" = I O' I . 6 1 �L 1�,I�,;K ly.1,- 61'..�-11-1 -, *11"",0 e I I 1 6 . I
I 1 6 - A-, "',' ',
I I I ,) I 1-11 I I .11 - �- 7 , , I
I I I I , - , I 1
6 1 1 1 1 16 -" - , �,��v %, ��6 - : . � - I
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I 1 6 �.,-,\,�:, ,14�-�; 501'!l�,-,�,�,'f-""Rg` . I 1 6 6
1 1 1 1 1 1 6 1 1 1 , 6 , - 11 . 6 . 1
6 1 : 77,�','�,6� ,
1 . . I I I I I I I . I . ,� I '77'.",......�,3��i,;��,� ;�,� >-, . PIV , ':,V , 6 . I I
,,
I I I I I 1 6 1 1 . I I I I I %Ypl , �, ,F '16 ? W 6 6 . 6
.I 1 6 1 k�!,7�,��,i-,,�4�,,&:������,,�"""� ,-O���,� I "I 61 . . ' . . I I . I .
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I I . , �;'��,�`�,, �,�,�, 6 11 - 6 1 �M, 1 6 6 1
6 . I 1 . DETERMINE VOLUME Of EffLUENT TO BE PUMPED TO LEACHING FIELD: 6 1 .1 11 6 1 6 . 1 61 1 - , - - , ,�'�';'�,,2,--,"�,", ,�, '--� I-- I . - 1 1 1 11 I .
I I I I t,?,', ,, �--'-"I I I .
. 1 6 . I -.... �� ,",
_" ,,_�� ON
6 �� � ,, I I I I I
I . 1 6 1 1 1 6 . 6 6 I.,���"l'i'�""�",��,��"Il",��l,",',,,-� �?� ,-",--"�, - 50 1 6 - I
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I I . 6 1 11 � " I I
I 1 6 1 1 1 1 1 1 1 1 6 . Vent I I I . ,.�- 11 F,,�',�-,j�'� 11,- .." I . I. ., * , 6 6 6 1 1 . I
. I . I I 1 . I I I / I I I 1',I-- . I I I I I I . 6
6 6 1 1 1 ,�,,� I 1 6 1 . I
I I . I 1 6 1 1 , . 6 1 1 % 1�11-, . V op. 9 � 6 1 . I I � 1 6 6 1
6 1 . I DAILY FLOW = 330 GALLONS , I . 6 1 . I 1 25 7 I I I , - "'I �,,�K'l X -11"'W I W I V I . . I I I I . I .
6 1 � 1 6 1 , ,�,_ , � , I
I I I�, -�� ,� 1 6
1 1 1 1 1 . ,1,�-11111-0-� ;;,- \ 6 6 " I I I
I �� �,,'Y,�'�,,,�,�-�::I"."" -kl .6 . I . I
I . � - -
. NUMBER OF DOSES PER DAY = 5 DOSES I . 1 16 1. . . 6 1 11 6 6 1 1 1 . I I I I�,�, , L n&1 , I " I .I l'7 I 1. 16 1 6 1 . 1 6 6
1 " ---7 6 ��,: ,., 1166 � . . . I I I I 1 6 11
. I- - I I � . 6
6
1 6 6 6 ----, (5.5 '-41-,l . I I � ��-�-1; TP#-2-3 1 .. � I .. I I 1 6 1 1 . I 1
6 1 1�...... I? I
I .6 6 . I NUMBER 1 lo4-4" 8.5 6 6 6 6 LOT # 1... 6 0 1�77'1 -, 61 1 6 1 . 1 , I 1
6 1 6 ,OF GALLONS = 330/5 = GG GALLONS 6 1 6 1 --� I � , . 1 6 61
. 6 6 1 1 1 . I � ; ��tu , .1 . I I 1 6 . I I
I . I . I I _;; . I .
I I �?) I I - . , : . 11 I
I I I I . I I I I . I I I � 61 6 1. . 6 1 . I . -+- I I I I I V .� 6 P%'� �, I I . 6 6 1 1 1 . 1 6
1 1 1 6 . . 6 6
6 1 . 1 6 1 6 1 1 . 6 11 . . I I I '*% Area= 1 ,224 — . 6 .,�� . 1 11 I � . . � 1 61, G) I I 1 6 1 1 1 6 . 61 i
6 1 6 1 . I D"N BACK VOLUME: I - I . . V - I 1 2 . I
I I I . I . - . I . 1 6 6 1 1 . I I I I 1 I I I 11 '61 16..�111 6.1 1I �It �. I I I 1 6. .6 6�6 .'' . .. I I I,I; . l � I I I I . 6 1 6 1 1 6
1 1 1 � I I . 6 1 6 .
. I I . 1 6 1 � I I I I I 1 6 . 6..1 1 .�. 11 11 'I, I ,: 1: .61 1 1 6 1� 'I- 1 . . 6 I .t� ,, 11. I 1� I , 141 .6: . .16 � '. ,'--., 0 1 . 66 . I I I
I . I . . 2" FORCE MAIN = G GALLONS 11 . I I I I 11, " I -1 I .I I I I I . - . I . . � r , V � ; V'� " Ir I "V 'P. , I r � � I I . 6 1 1. 6 1 . I .I I . I I I
I I I I I . I I
1 6 1 1 6 1 1 "I 6 . .1 I " / ,I "I I �� " ,� I I ." ,� 61, .. , , � I . � 1 6 .----..'� ,� 1 6 . " I� ' ' I �. I, I . 6 . - 1 6 1 1 1 .6 .
1 6 1 OLUME = DOSING VOLUME + DRAIN BACK VOLUME I . I . - I I �.��V,1',-,,�-�,�, ; I ,, I
I I I I . 1 61 1 11 '�t�,�-,�-,v,,-,,��,,D� t)ip I I I �I 1
6 1 1 PUMPING V " , " -, �." I `��, ; � 1 6 �,� , � , I I
1 6 . 6 1 � ,,,,- �111.-,�� I I I I 11 I . I I W 6 ,ilvew"�yl I 1 6 , - 6 . . 1 61
1 1 6 1 1 PUMPING VOLUME = GG GALLONS + 5 GALLONS = 7 1 GALLONS 11 6 1 ',�Y"'-� .1 I -r 6 6 . -1. � I � I rn I . I I I
1 6 1 1 4,411;14,,-� : "I � "I . 1 116 11 I I "I � 1.6 P,:17 1 � .V�. 1 6 1 1 1
1 1 I'll i � / � 114- PPIOP05ED I - -- F lis,p,r,�N G AR,15 A I V �- F� " , � i V'. � V, --r- ,
I I 1 6 11 C!4-'e,�, � 11 6 � . 6 1 '. , I ,`� . V .
. 6 1 .4�," I . 1
6" : , I 11 I I i I I I - 6 1 6 .
6 1 1 1 . . I.��� I F �, J! I I . I . I lis, � . . � l,' . I I I I .
,
6 . 6 . I .1 I . I 2. DISCHARGE RATE; 6 . ,6 3��� , � �, , . I �, I� I I - . 6 1 O' X I 2' 5HED i 161 ,11, 1 6 - I 1 6 6 1 . . .1 I I I - , . .11 . I �". in , .,.,. . I . I I I I I . I
I , - - , � 6 1 1 . 6 1 1 1 1 , .. I I
. I I r.� �,,��,?,,�i�, / . 6 1 . . I �, I
2 I I I I . 6 . r
I 1 6 - 'r , 1 �Y) co 1 6 1 1 1 � . . � . I I I
I . 1 50 GPM . I . :�,,,�jj, �� . . 11 . I , I . I'll I - , I I I I I
I - .1 I . . I --,I 6 , , 1116 1 1 V " 1 61 .
'I -iVI, 1 1 - . , , - � '.
I �,V`0!- . I I I I
. �,,'�",�N,,-,�-'n-- � CO CO : 1 6 6 1 .
6�66i'�,�,L�,!�111'1 I- � C�11 �� I I
I I �..�''. I ,: . 1 6 1 .
6 �Z� ,� , 6
1 6 6 -E]--;", 4, '.. I I I I I I . ", 6 .. 9 r I 1711 6 . ,
I 1 6 ,- " i A -� N 6 1 il; I I 11 � , 6 . .
I I 1 2. TOTAL DYNAMIC HEAD: 1 1 .3 FT. 61 -Mc��"'�,,,�, � 1, 11i 6 . 6 1 7' , .*0 ,
6 6 . ,,,,',,.-,,�,",,,r",,',,,,, , I - . 1 6 . . , 1
6 1 6 . , -, 6 1 6 6 . I
�-,- ,,�,,�. 16 '211 ,�,�-��,,��,&,- .
16 . I I I .- * ,, -; 11-11,11, I I I 1 6 V 7 1 6 6 1
1 1 1 , - - li', -�L,�,��P �16','��;,I!i.:�,'��;,, -il�11-1-1'��I Ift 11-1, r I I I I , 0 ki3 ,
6 1 1 1,55, qt,� �,.��;,�'��j�"6"� ,� - `-I t-� �, , I I I I I . I 1
6 " -,��,,,',j� . r I I" .
- , - - -m', , W, 11 I
I ll-,�;,,.�"iv",�-��',-.,��z�,-,j I - A'r-- , ", 61, . I
. . - -p ,ipn- --,!� �
6 1 6 16 1 1 1 g��,A,��po' r:, , 6 , I
1 3. PUMP MUST BE CAPABLE Of PUMPING AT LEAST 50 GPM III'.` ';,- ��, "- `6- 1, -1 , I I ;r I I � . 6 1
- _., ,
6 1 1 1 11 �11 I I I-61 11." -,�,��-,f,'111',1'1?1 - �6 1 . 6 6 . 6 . I I .
I I 1 6 1 ;;-� I ---- - ''. I I I I 6
1 � �o"r�-11,6�IT,',,�,�,,�"..�,,����,�', "C', � 1 6 6
1 , ,,�X, ,z -1 I j I
. 1 6 - I AGAINST A TOTAL DYNAMIC HEAD OF 1 1 .3 FT I .,�,,�rrr`,,;:, ,,,, - I I ", �, 1 6
. 6 . I I . .6 1 1 6 N 11 6 1 IV,` .1 I . I 1 6
1 6
. I I � I 501L REMOVAL I I I ." �, �� I I I I I I . 1 6 1
1 1
1 1 1 1 1 1 1 1 1
1 6
1 1 . 6 1 6 . 1 6 , �, . , �,6 ,� , , ,�,16", .1 .1 6 - I 1 6 I . I ::i,C, I I � 6 1 1 6
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6 1 1 1 1 1 1 1 . I I 1 6 . I 11 I I := 6 1 V, ,11� . 1, * ')
I 1 6 6 1 1 1 . � I 131—NICHMARK: I I . 6 1 6
. I I 1 6 1 .
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6 1
1 1 . I I 1 6 1 1 � I I I
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.
6 1 1
1 6 1 1 1
1
1 6 . PUMF CHAM5ER f LOAT DETAIL. 1 6 1 1 . I 1 6 6 1 1 1 . I 0\ I Tic,tv of HUB * TACK I I .700, IV' I . 1 6
1 1
6 1
1 .
- 6
1 . I I
I I I NOT TO 5CALF I 11 I . . . I I I 1 6 1 1 . I I. I 1. I . EL==48.0± (A55umccl clatunn) . I I 1 6 6 . 6 . 1 6 6
1 1 . I I . 11 -- 1 6 6 16 6 1 1 . I I (5EE NOTE #20) 1 1 6 1 . I li� 61 .1 . * ) I
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I I I 1 6 1 1 Inlet EL=46,G0 I 1 6 1 1 . I I I
. 6 1 - . I I 1 6 1 1 1 1 17 � � . V . . I
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1 1 1 5tora,3c Volume_ I 11 - Alarm I I I I 1 6 . 6 6 1 6 6 6 1 1
1 6 6 1 (24,5" - 6 529 Gallon5) , Gil Pump On I I 1 6 1 . . 6 6 1 1 1 1 . I I I I I I I I 1 6 . � I . I I
I 1 6 1
. I I . I I 1 6 1 451, Cycle Volume(3.5"-7G Gallori5) 6 . r 6 1 6 1 1 1. � 11 I I I 1 6 . 6 1 1 . I
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I . 1� Low Water, Pump Off 6 . I I I I I 1 6 1 1 1 6 1 6 1 .
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1 1 1 20"Sump 1 6 INSPECTION NOTE: 1 6 1 1 1 1 1 1 1 6 1 1 1 1 1 . 11
I I I I I I I I.!l 11 1- .. —BottornofTank I . 6 1 1 1 1 6 . 1 6 6 1
11 .1 I I . I 10"�t-..-.�; - I PRIOR TO FINAL INSPECTION BY THE ENGINEER,5Y5TEM 6 . I . 1 61 . .
. 1
6 1 6
� I 1 6 .
. I NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. I 1 6 1 . I I I I I 1 6 1 1 1 1 1 �
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6 1
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1 1 6
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FLOW F'Rof I LF 0- - � I I I . 1
6 1 1 1 1 1 1 1 . 1 6 1 1 -1.1-1 "I'll, I IlIlA OF A CON5TRUCTION' Slff
. I jl�A OF V.jj.� I
NOT TO SCALE I I I . 6
. I ----- 0,y NO
6 �
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I — (3) 24" DIA . I I . 1 6 6 1 � I . . I
.
� 6 1 1 6 1 1 1 1 1 1, -N JOHN I I I . .
I METER CONCRETE,COVER5 (3) 24" DIAMETER CONCRETE COVERS I 1;I
. . 666 : .1 .
� 1 6 ITH E. N. 6
6 r RAISED TO WITHIN Gil OF FIN15H 6 RA15ED TO WITHI N Gil OF:f[NISH I KE �,
I I 1 4"PVC VENT I I I . . I q.,\� I M.
6 1 (1)30" Diam. Cast Iron ffr,�me wl l5oltecl Cover GRADE ( I-- I I I -1 --3,li- I I .
6 1 . kNIDF8 ;` % 6. 1
1 GRADE (OP,AS NOTED) I Rasecl to Graae. OP,AS NOTED) .1011-1 I I FERN, , 6 ,, CD PAGE 3 Of ,4
� TOP Of FOUNDATION I 1 6 . *CAP BY"SWEETAIK' I 1 6 . 0 II iyl ill L) O'REILLY &-11 I I 1 6
1 6 0 ". 6
. 1 6 Use EJIW LAE3308 or ffqual f . NO,46733 1 1
EL1=5 1.8± 6 1 . 30MIN I . . 6 . No.48725 I I .1 6
� I I I . 6 . 6 16 66 � I - 4, 6. 1
1
� ;,11� I - I . 1 6 ')� �� .. 6
1 1 Propo5lea EL=52.0± 6 . ... o-
": "' . --� ProFoeiecl EL= 51 .5t I I . — I r ' 6 1 i . I I ,V 6
� I I I ,"��� I - -0, " I
. 1 6 _,- Propl: NtL=53Ot _-- Propo5ecf EL=5�.O± L ,?,,� ..�
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, ,:,//- � - /�<-,, .,,,�, 6 I � -- - I., I I I
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I ..: ., /x ��/<" I ,,�, . \\/,\\�" I
. I Iff I at5 shall be in5talled \\�',.' . . -1 6 6 1 6 1 REVISED 5-G- 1 4: LOT #2 HOUSE LOCATION ROTATED FOR BETTER
. I :1` I'll, \ k� I I -they can be reacheci . " 6 1 . I I \ , I I 1 6 1 6 1 . 6 1 V,I 0, — I I
". 51 , , PNZV�?t
6 �. - .6 1 1 1 �I..' '. . � ; 1 6 ---N�
I. 6 '. .. . 1 411-1. from manhole cover. . 6 1 1 1 . 1 6 1
+1 'i .1 - - 1 61.1 1 ,;; -, 6 1 . SOLAR ORIENTATION I I
.
� - %-,:, . .. � . I I I I � I I I I l, I I 1 6 6 1 1 . ,,'-.
s " I i ., I I ..1.,1. � . . 21 PrL HIGH GROUNDWATER LEVEL CALCULATION5: . I I I 1 6 .
I Ln * , , 'J 10 1 6 ; -'/-PROPOSED TEE -� I I 1 6 . � . 1 6 1 1
i I I � " I I � 11 1, 11 : � . . . I 1. .-- I I I I 1 6 . - I I I
i 6 �, 11, �. :1 50.1 ± � 11 �, 50.Ot 1 6 �, 1 .25 I (9" Min- 30' Me 6 x) I I 1 6 1 1 6 1 6 1 1 .
1 6
i I (� I I � :6 :1 ; �� . 6 . 1 5 � I Habitat for Humanity of Cape Coa
I I .
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I . 6 1 �, heck , I I I I I I
i I ;� '. I I Depth To\)Vater Table (4-30-1 3): EL=40.2± 6 6 6 6
1 . - " \ i - � I
': I 1� ; I r,2"Delivery Line 6 .
I - 6 1 : I alve �_ - .. I I . 1 6 6 1
I I � . . A,,�,-,,'�!-,- "I— ... I 1,.r ( .� I - - 11. --..�,�.." I I - ---i -2" LAYEROf 1/5" - 1/2"5TONE Appropriate Inclex Well: .. I 5DW-253 . 4 1�I Main Street, Suite. G, Yarmouthport, MA 02G75 6
I I I I I V. .1 2� cl " - " ----/ Water Level Ranr,je Zone: [3 (2-3') 1 6 THE LAYOUT AND DIMENSIONS OF THE ------- - I
I I
I i 1. ia. Force Main 1:, Ln , 7 , " *3/4"- I-112"STONE 6 1
i Gate Valve .. �, / / ,/ ,/ '.
; : 4I /, , — I
I I
i I . , `*�- I .0 1�L56.50/ , / , I .
: 43.3± 48.1301 1:' i C -_ Current Depth To Water Level For Index Well (0411 3): 48.G
;: 4,51,G�5 \ SCH 80 PV I ,�' / � I EWAGE D15PO AL 5Y5TEM DE51GN
�. I "I , 2,5' .
� 1�
__ ... I 1011 1 6 1 � :; larm ON , I 1 " �tl 6 /� I////- *5EE NOTE#I 0 el Adju5tment: I FROM THE PLAN DATED i5/10/2012,
I I - 1 50.50 50.G3 , I I 11 I I / Water Lev . I
i I I I i. I .1 I . . \�B.GQ . , / N I/ I 1 6 1
6 � ; '8.1 3/61, 7 /' I" "" 1, I .
i 3" GC)/'� � - eeder /
: � 6 t4 � I Hole 2" DROP I E5timated Depth To htcjh Water: EL=43.0± I
I' � I 1 20 5E5AIVIE 5TREET, CENTERVILLE, MA
! T INSTALL INLET TEE * . � I I I Cf Pourecl 6 1 1 PREPARED BY DAVID, ff. ALTEN .
� 6 1 :., 6.1 1 .1 Pitch 2"dia.force Thrust Blockinq 1 -4(5.50,// 1 .FER TECHNICAL BULLETIN 92-001 . I 1 6 1
! , OUTLET TEE W1 . .*. _ I I . 6 1 1
. . . 1.48" 1 . Main Back to the at all bends I — I. I I . I I . . I
I . I Iff FLEUNT f ILTER I I I � I Furrp Chamber USE TWO 5HOREY PRECAST I I I I I I I I I I
! 6 1 (SEE NOTE#I G *#1 7) I I I I I 6 6 1 1 1 500 GALLON LEACH CHAMBERS 5.5' 1 1 1 1 6 1 1 . 1 6 1 1 1 6 6 J.M. OTEILLY & ASSOCIATES, INC.
6 � I
..,."7 .7=7,...-, � 777-77",l T,�.'-:,-'-..,1- I 6 1 - 6 1 1
..'�, , . I il� k: 1 I I LoncIleelt Run WITH 4'OF STONE AROUND 6 . I Professional Engineering & Land Surveying Services
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.
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I I \,4 4.4 t � I . .::��""''�' Ili 15'± 6 1 1 6 1 1 1 . I no 20 1 40 6 6 ' ' I I I I
I I � PROPOSED __ \ 4 . - . I (END VIEW) I I � 6 1 1 6 6 11111IMEN111111I I 1 6
6 �--1 4'± � I __31----4 43- il I - 27± SZ—EL=43.0± HIGH GROUNDWATER I . I I mow__ --- - I I
: I I I I � 1 1500 GALLON PPOP05ED I D5-3 LEACHING CHAMDER 216= I . I I 1 6 1 SCALE 1"=20' 1573 Main Street - Route SA I
I
I I 5EPTIC TANr\ I 000 GALLON 6 1 25'x 12,(53'x 2.0' 6 1, . I I I I 1 6 P.O. Box 1773
1 1 . FUMP CHAMBER I I D-50X 6 -J-!Z—E1-=40,2± OBSERVED GROUNDWATER 4130113 INTESTPIT#2 ON LOT#3 I I I I -6601 Office Brewster, MA 02631 (508)896-6602 Fax
I I . SEE FLOAT DETAII = I I 1 (508)896 — —
6 6
1
1 ---1 I . . DAT : SCALE: by: HECK:
I FH-20 6 1 1 , 1 7�---lll�llllllll�lllllllll-,�-, lllll;�.........................lllllllllllllllllll,l.. t
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� GENERAL NOTE5 : � I � 501L TESIT LOG5 : I I 5Y5TEM DE51GN CALCULATION5 : I I I I I I � I . 1� MA
� I - I I I I M �
: � I I I I . �
: . I I I . . � M
: I � I I I I � � SEWAGE DE51GN FLOW: I I I I
I
: A.) NEITHER DRIVEWAYS NOR PARKING AREAS APE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 3-1: EL=50.5± I I 1 3 BEDROOM DWELLING-@ I I 0 GPD = 330 GFD I � 11 � I I I I � I � I I� , , � � a LOCU5
� I � I I I I�. I �
! . . I
: I UNLE55 M-20 COMPONENTS ARE USED, I I I I DEPTH f M 501L 501L � . 501L 501L OTHER I I . I . I . I I I r_ I
: � I � SURFACE HORIZON TEXTURE 1 COLOR MOTTLING LEACHING CAPACITY REQUIRED: � � . I. IP
� .
I
I E3.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE-SYSTEM AS DE51GNED UN-, (INCHES) (USDA) � . I (MUNSffLQ I � . 3 BEDROOMS (MAX.) @ I I 0 GFD = 330 GI-D REQUIRED I � I I I I M
I I I I I I LOCU5 U � :
I
I I
I LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. . 0-411 A LOAMY SAND I QYR 314 NONE I � I I I . � I I
: I I - SEPTIC TANK CAPACITY REQUIRED: I � 0
i � , . � I !
I I � " / �
: I I I C.) CONTRACTOR SHALL 13E RESPONS113LE FOR VERIFYING THE LOCATION Off ALL I 1 4-24" 5 15ANDYLOAM I I 0YR 5/4 NONE I I DAILY FLOW = 330 GPD @ 20007o = GGO GAL. REQUIRED I . � I I � ��I, !
I . �I . � I I
� . 1 I � I I I
I I I � I �
. . I I UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. , 1 24-50" Cl MEDIUM/COAR5E SAND I CYR 61G I NONE , SEPTIC TANK CAPACITY PROVIDED: I I 11 � I � I � � I I � I I !
�
, � I I 11 � I 1 50-95" . C2 SILT LOAM . .1 CYR G/I I NONE I I I I 1 -7 77-7ALLOWED) I I I �
I I � I � ' 1 500 GALLON 5EF1 IC;I AN I I � 0 e P.?r� I �
I
. . . - I . I 95-1301 C3 � MEDIUM/COARSE SAND I CYR G/5 I NONE I GW STAND NG P 127" . � I I I . I I I � I . I I I 11 0a �
I - - I I � I
I CON5TRUCTION NOTE5 . I I � � I I I PUMP CHAMBER CAPACITY PROVIDE[); � I I � I . �
- I I I I I � . 11 � I I I , . I e �
; � I I I . I TEST HOLE 3-2: EL=511 .0± � � I I � I I 000 GALLON PUMP,CHAMBER TANK I I I I � � � � I Fla e\-an � � I � � �
; I � . I � � � :
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: . ,ONFORM TO THE STATE ENVIRONMENTAL CODE, , DEPTH FROM SOIL . SOIL I 501L 501L OTHER I LEACHING CAPACITY PROVIDED: . I I I I I I I i
I
I )ALL CONSTRUCTION SMALL C � SURFACE HORIZON TEXTURE COLOR MOTTLING I I �I I I I I � I I I � I I �
.
: I TITLE 5, AND THE REQUIREMENTS Of THE LOCAL BOARD Of HEALThi I � (INCHES) I (U50A) I I I (MUN5ELQ I I I � ONE (1) 25'X 12.83'X 2,0' LE MING CHAMBER CAN LEACH: . . . I I I �� . i
� I ;
� I I 1. . - � Vt=[(25 X 12.83) + (25 X 2.0)2 + (12.53 X 2.0)211 X 0.74 GPD15F=349.33 GPD I I I I I . � I I . A I I
: I � � 2.) SEPTIC TANK(S), GREASE TRANS), DOSING CHAM15ER(5)AND DISTRIBUTION 1 0-4" A � LOAMY SAND I I OYR 3/4 NONE I . I . . . I I I . I I I I I . � I e 1
1 - � 345 GPD>330 GFID REQUIRED . � I I !
I . I � I . I I 11 I I I I I 1� I
: I BOX(ES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY , .4-1 r." 5 5ANDYLOAM - I CYR 5/4 NONE . , I I — � I NOTE: A GARBAGE DISPOSAL f5 NOT PERMITTED WITH TH15 DESIGN. . � I I I I I . . I I I I . � 11
I - I I �
� I I � � . I .
� I ,ON A G INCH CRUSHED STONE BASE; - . . � . I �
� . COMPACTED, OR 11 . I I I . I G-98" I Cl I MEDIUM/COAR5E SAND I I OYR 81G I NONE I , , I N5TALL: ' I � � I . I � . I I I � 2
. I I
I � I ;
i � I I I I 1 98-1 30" 1 C2 1 51 LT LOAM , . � I I OYR G/I INONE I GW S 1 ONE (1) 1500 GALLON 5EP7C TANK I � I I I I � I I I I� r
! 3.)SEPTIC TANK(5)SMALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE � I I I . . � .I I I . I I I I � � I I 1 I . I ;
AT LEAST THREE 20" DIAMETER MANHOLES, THE MINIMUM DEPTH FROM THE 5OT- � .. I I I I 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 I TEST HOLE 3-3: EL=52.1 ±� I I 11 ,� I . 1 PIBUTION BOX (11�20 Rated) I I � I � � I !
� - 3 OUTLET D15T I . I . I NOT TO SCALE I �
. I I ONE (1) � I � . ;
i TOM Of THE SEPTIC TANK TO THE FLOW LINE SHALL 13E 48". � I I I I I I I I I I I
; . �I , , 11 I I DEPTH FROM SOIL 501L .I I . 501L SOIL OTHER I TWO (2) - 500 GALLON LEACH CHAMBERS WITH 4'Off STONE ALL AROUND . I I I � I I . I � T
! � � I I I � I I I I I I I I
i I F G11 I SURFACE � HORIZON TEXTURE � , COLOR, MOTTLING � I � I I I I . . � � �
� �
: I. 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALLEXTEND A MINIMUM 0 1 1 1 1 ONE (1) - EfFLEUNT FILTER I I I I I . I I I I � �
! I I (INCHE5) , I (USDA) I I ., (MUN51!LQ I I . I I I � I . I I � � . 1 I �
�
.
.
; I I ABOVE THE FLOW LINE OF7HE SEPTIC TANK AND SHALL BE INSTALLED ON THE I I .I— I I ONE (1) - MYERS 5RM4 1/4HP EFFILEUNT PUMP WITH CONTROL PANEL . I I I � I . . � � .1 I I I I �
i � I . I I � I � I I I PLAN 500K 34G PAGE 75
1 1 1 1 . � I .
! 1 0,411 A LOAMY SAND I OYR 3/4 NONE , � I I SEVEN (7) - BUILD UPS WITH COVERS (SEE FLOW PR�ONLE FOR DETAILS) I � I . , I :
i CENTERLINE Of THE TANK DIRECTLY UNDER,THE CLEANOUT MANHOLE, I � I I I . � . I I I I
; I . � I I . 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
1 1 1 1 1 4-40"— 5 SANDY LOAM I OYR 5/5 NONE I I � I
� 5.) RAISE COVERS Of THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST � I I I . I . I I I I I � . I . � I I I I A5SES5OR5' MAP 173 PARCELS 7- 1 * 7-2 � I
� I CONCRETE WATER.TI�GMT RISERS OVER INLET AND OUTLET TEES TO WITHIN o,OF , I � 1 40-140" I Cl I MEDIUM/COARSE SAND I OYR 51G I NONE I Perg (Q GO" I I I . I I � . I � . I .� I � I I I . � I I I I 11 I I I i
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! I I . . I I � � � I I I . I I I � I .
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i FINISH GRADE, OR AS APPROVED BY THE,LOCAL BOARD OF HEALTH AGENT. , � . I TEST HOLE 3-4: EL=54.1 ± 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 � � !
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: L CONS15T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL � DEPTH FROM SOIL 501L 501L 501L I OTHER I I I� I I I � i I . I � .�I . I I it . �1� I � _,� I I I ,,�,�, I � . , . I � I �
I G.) PIP.ING SNAIL . � . � I � *1*"""""""""""1,,,l I ,� � �
� I �
SURFACE HORIZON TEXTURE . COLOR MOTTLING . . . I � I . I / I' ll 11 I I � I . I I LEGEND I I
� I BE LAID ON A MINIMUM CONTINUOUS GRADE Of�NOT LESS THAN 1%, � I I I . (INCHES), . I I (USDA) I . (MUN5ELQ . I I I I . I I . 1 4% / i I I 11 I I � i � I I , I
. �. . " I I � 11 I I I I . I I . I I i I . �,_11,. ___I I I I I I I .1 111"� I I .1 ,� I 1� I I -- ---P�] EX15TING CONTOUR . I :
� 1 7.) DISTRIBUTION LINES FOR SOILABSORPTION SYSTEM (AS REQUIRED)SMALL BE . -5" . � I I OYIR 3/4 1 1 1 1 1 1 1 1 *** I ��,i� � ? 11 I � I :
I I � I I .005 FT/FT; LINE SHALL BE CAPPED : 11 � I 0 I I A . LOAMY SAND I� I I I I NONE I I . � . . I I � I . *** I . � I 11 I .I I I �I I I . —32 PROPOSED CONTOUR �
4"DIAMETER SCHEDULE 40 PVC LAID AT 0, I I � 1 5-41" . 5 ,SAN DY LOAM I I CYR 5/8 NONE I � � . . I I I I 1 LOT #4 (NON-`E3JU1LDA6LE) � I . i
i I I I, I ' � L � � � I I I I. I", I 1� . I ",.- ",,- I I X 12.34 1. I I I
AT END OR AS NOTED. I I � I I I I
. � � I � I I I I . 41-12 1" Cl I MEDIUM/COARSE SAND I CYPI(5/G I NONE I I I . . _.I I I I I � I I , I I I � I . " I � I EX15TING SPOT GRADE ;
�� I I . , � I ,�`"Ill,%, "" " �
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,
. I . I I � !�_ .1111,...*10W-41 0 - I
i 8,)OUTLET PIPES FROM D15TR15UTION BOX SMALL REMAIN LEVEL FOP,AT LEAST I I 11 I I I I I I � I I � 11 - iiiii , I I I �-------- I I I ,�,_� Area=. 5 2,08(5 5 f-'-� � 1 2*5 1 1 PROPOSED SPOT GRADE
I TEST HOLE 3-5: EL=54.1 ± I I 1 . I I I � I I I I I � I I._ � � .., � I I . I I I .
I
� . OBEFORE PITCHING TO 501L ABSORPTION 5Y5TEM4 WATER TEST DISTRIBUTION I � . _______ � . . � � I I I .� I I I - �1 50/ 7-1 -L I I I I . I I I-L.__,,"" - , � . 11 ",__ � I I . . . I—1 W I— .WATER SERVICE LINE I
� . BOX TO ASSURE EVEN DISTRIBUTION. I 11 I I � 11 I I 11 DEPTH FROM SOIL 501L , ,, I 501L 501L OTHER I I I - I I I I I H/t 7 1 1 � I I I � I , , ,� I I � � I I I
I I I I . I I . I I SURFACE HORIZON TEXTURE - I . COLOR MOTTLING , I - I I I I I � " I PR , - AND � I I . I 1. I . I � I I I . I". � I 1. I woo"� go _O�, . � f
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� �.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP Of G"MEASURED BELOW I I I (INCHES) I (USDA) , , I (IMUN5ELQ . I I � � I I � � I I 1�,�" . O . SE78A I 1, I . I 11 . . I 11 � I I � . I OVERHEAD UTILITY SERVICE I . :
� . . 11 I . I 0 I � . I � I I 1," I POSE � I I � I , 00000000 I _U , UNDERGROUND UTILITY SERVICE i
� � I � � I 411 A LOAMY SAND I OYR 3/4 NONE . � � D 5/0- pENCE . � C/� I I . . I I I � :
THE OUTLET INVERT. I I I . . I I I I I I I . I � 000 . I i
I � I I I I � �I� I � I I —G— I . ' � �
� G-42" 5 5ANDYLOAM I OYR 5/5 NONE . I I I I . � oom I � I I 11 � �
I I 0.) BASE AGGREGATE FOP,THE LEACHING FACILITY SHALL CON515T OF 314"TO ' ...-. � 1 14%%Ws . I I I wo-NIMM iiiiiiiiiiiiiiiii i 0000ft 11111am j 0�0 I I � I � I GAS SERVICE LINE, . �
I . � . I 1111111111111111 OWN � � I I TIP . I
I I � I I 11
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I I I � I I I . � � � TEST HOLE / BORING LOCATION . . :
: .1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST.AND SHALL BE � I 1 42-122" I Cl I MEDIUM/COARSE SAND , I OYR 51G I NONE I Pero A 72" � . I I I I I 11 �� . � � I ""'11111111111111, I ��11 I . (SEE DETAIL I I I 1. I � - I I I I . .1 I 0 1
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I I I I I � I . I � I %%I' - PAGE41/ ) I I I I - I I I . .1 � I I
I . I I . I . I I I � � � k
I INSTALLED BELOW THE CROWN OF.THE D15TRIBUTION LINE TO THE BOTTOM Of THE DATE OF TESTING: 4/30/13 � . I I I I I I I � I I ST .SEPTIC TANK I I I
. . I � I � I I I I . � I I �
I SOIL AB50RPTION SYSTEM. BASE AGGREGATE SMALL BE COVERED WITH A 2"1 1 ' I I I Q� TP#2-�,40* , / � I 1 . I .1 I I �
.
� E FREE Of IRON, FINES AND DUST. . 'PERCOLATION RATE: LESS THAN 5 MIN/INCH IN "C I"LAYERS iN TP#'5 2-1, 2-2, 2-4,1 2�5, 3-2, 3-3, 3 1-4, $ 3-5. 1 � I . I �,,, oft I __ I � I"�,, . I . I . � I. . I I � I I - 11 I I I . .� PC I PUMP CHAMBER I i
LAYER Of 1/8"TO 1/2" DOUBLE WASHED I STON I I WITNE55ED BY: KEITH E. FERNANDES, PE, J.M. O'KEILLY$ASSOCIATES, INC, I ff LOOK PLAN, " I I I I " ftft , I � 'I', �� ',". I I I � . 11 I I I . .1 I I I 11� "I �, .1 � I I .1 i
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�I 1 ,) VENT SOIL ABSORPTION SYSTEM WHEN �DISTRIBUTION LINES EXCEED 50 FEET; . 1 DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT I . I I . I ." 11 � 11 I I .I 11 ______.__. . I I � . . I 11 � SAS I� 501L ABSORPTION SYSTEM I I I
I � ,ED @ 127" IN TP#3-1 * 130" IN TP#3-2 , I I I I . I 11 I 1_,__ �. , . I . I I . I � I I Rer,erve RESERVED FOR FUTURE I
,EA5, GROUNDWATER STANDING ENCOUNTER I � NOT TO SCALE *4iii""l111`l11l11l,,,,,,lll , i I
I WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AP I USE A LOADING RATE OF 0,74 GPD/Sf.FOP,51ZING Of SOIL AE35ORPTION SYSTEM. , I I .11, I _1 - . 11 ,�� . . � . I
� TURNING AREAS OR OTHER [MPEIRVIOU5 MATERIAL; OR WHEN PRESSURE DOSED. I I I I 1'�_" I li __-, - I I I � I � ___ I I I I �I � � �I . I To..) .. I I
I . . � I I I 1 . . . Certificatiow I I I �. I ,� I I . 1 . I � � � VENT-11,1111 1111�I 1 54------- 1 �I I 1. 111. I I _ _ ____ I I I I I I I I I I I I I UTI L[TY POLE I I
, 1
12.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM Off 9"Of , I I I � 11 I I � 11 � I Q� TP#2-1 , , - , - ".- . I "�', I . I I � ED � CATCH BASIN I I i
� I � I � I I I I I I - _ I .1 I I i
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� CLEAN MEDIUM SAND (EXCLUDING TOP501L)., I I I I I certify that on 10/24/05 1 (Keith E,Fernandes)passed the examination I � . I � I . I P#2-5 I \X, x,-,:",L,','," I I I � I I I I � I � I .. �- , 'Cr I f IRE HYDRANT
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, � 1 3.) FINISH GRADE SHALL BE A MAXIMUM Of 30 OVER THE TOP Of ALL SYSTEM. approved by the Department of Environmental Protection and that the above . . . 1 � , �, -1 I � � I �I I \ I � I I I
I I . = TP A� ,,,� -77 . / 001 I I I I � . � � I I 0 WELL �
I � � I analysis was performed by me consistent with the required training,expertise I I . BED KITCHEN � ,- 7' ,s,_��w I_ \ \ -_ I . 1 � I I I � I I . I � � � . � I
� COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER � I . � I __ � W) -rL . 11 I I \ I I : ;
. I and experience described in 3 1 0 CN4R 15.017. � I I 11 . . co � 1 ,2;7. ;7,-". ", N L: � . 0 , DRAINAGE MANHOLE !
I � I ,\ ,��, +/ I \ I � �
AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER , � I
. I . � I I - .", I ��_,,�," 1�,,� ", 3-4 ,�� I I
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I I I I. � I (1:1 , , , "" ANID � - ,_ I 0 CONCRETE BOUND, FOUND
or 911. 1 � 1 5. ?, _I I ,U \ 5ET134 I I �D � � 1 I �
I I I I - - � ' i,�,i����:��:`r,- _: _-0 I (,ko- i
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� I I MIO) '11, � �4),.�', ,�, �-_J\ I ., I - , � ---"- _ I i
I .i -, Xg � �," __ '--" _--.--. TOP,OF BANK �
: � 14.) FROM THE DATE Of INSTALLATION Of THE SOIL A55ORPTION SYSTEM UNTIL. I I I � I UVING/DINING I I � ,±�,,,,77_ ,7_,� . 1 I—— - I _ 7 - C; , I I
: . . � I I � � ::1 I � I I 0.�' \,,.,��,".", I �law � I - I.- I � I ,1� - 1q_ .. I I I , Will T I I I
,
-LIANCE,THE PEP - NAME: 11 . [DATE: I I I \N, v , � I I I I I I I I �__- %ft I I __, -1 00 I
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RECEIPT Of A CERTIFICATE OF COMF ZIMETEP Of THE SOIL A55ORP I I . � I �� lkv , , - � __ 0 : �X_11_11_ LIMIT OF WORK
I ,
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TION SYSTEM SMALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH I I � I I I I I I . I . , I , I \\,, I. 1, , I 10W111111111111111111111111111 � 00111illigo, , I -0-------0— I FENCE I -1 I
,
. �
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: . AREA FOP ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, I I I I I I I I I BED BED I I -_I Z , : �, � , I 11111111111111111 I mmoli��"um I 1111111111111111 111111111111111111 'I � goo � I \ . I I � '\
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I . I I � I I . . � I I I I ,_ I . 11 � I I I 11 ,-, I 111�,., 11� EDGE Of CLEARING
I
- 1 5.)THE BOARD Of HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION � I PUMP NOTE5 * REQUIREMENT5 : I . , . 11 t55?, . � /'�: 1_� "_Ii. I 1. 11 � � . , I I � ,��I I __ - � I .
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� .. BY AN AGENT OF THE BOARD Of HEALTH (OR THE DE51GNE I I I 11 . I I � � 1__�' I I �� ,� I -. I - � - . 11 I I . I I I
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R If TH15 SYSTEM RE- - � . I �__ . TP#3 Jle � I, TP#3-1 I-, � . I . .
, I QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING I I I . I I ,-_ 11 11 I I I ,� TP# . I I I_______, '0. 1, I I I I . . �
OMPLETED IN I ACCORDANCE WITH THE TERMS OF THE , I 1 .) ALARM SHALL BE A RED WARNING LIGHT WITH AUD15LE ALARM LOCATED WITHIN THE I � I � I I . . . 1 k, , I I I I � I I I I
: THAT ALL WORK HAS BEEN C I I � .""111', . I � I
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PERMIT AND APPPOVED,PLAN5, 48 HOURS ADVANCE NOTICE 15 REQUESTED. . I \ I I �,,, / �q .I I �,�e_,� - �, �,."�'_!;,�,;,_ ,1551 �
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- 2,)THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER , I I I �_,, 2�N,_,""1�r", , , " _�, I �', i I t
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I G.) AN EFFLUENT FILTER (USE ORENCO 170444-39)SHALL BE ADDED TO THE OUTLET rl� 1_� 2,5,2 P �"_", _",_`�'
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1 7.) PLEASE REFER TO 3 1 0 CMR 15,254 (D) REGARDING THE INSPECTION I � � I - ,,,---" , "t , .1"W11_11M11�,1,X -�- _1_
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: I TO THE DISCONNECT PULL BOX. THE CORDS SMALL BE ENCASED IN 3" ELECTRICAL CONDUIT. I I 1-1 I :t R�, � I LOT #3 "'
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END Of THE PROPOSED 1 500 GALLON SEPTIC TANK; . � � 1-1, I", I �1_* , �1�1 1 17 ,0,1 I
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1 3.)ALARM AND PUMP TO BE WIRED TO DIfFERENT CIRCUITS. . \-1," - I , .'- � I - Mb �"�` .� I Area= I G, 1 59 517 ___ I . I
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1 4.) ALL PUMP, WIRING, ALARM, AND FLOA., IN5TALLATION5 SHALL CONFORM TO MASsA U \ 40' `
AND MAINTENANCE Of THE PROPOSED PUMP, ALARM, AND EFFLUENT ff ILTER. , , ` - ` �0' ,", - I .
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� . � STATE PLUM15ING AND MA55ACMU5ETT5 STATE ELECTRICAL CODE5.AS WELL AS TO � � I . I �_� \ "-, _` ., , " �0�',p A I I I I r
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MANUFACTURERS SPECIFICATIONS. I I I I . I �")" I /6.G,::t 1- I I I . . .
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1 15.)SOIL REMOVAL: ALL TOP501L AND.SUBSOIL SHALL BE REMOVED FOR A D15TANCE _4415`111�`;,__ ��T/ . I I I
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Of 5' fROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, I I I I I 1, . -_- �, � �, � ,,-!,,,��,,',,-'��,�,.;-"",4,�',"� _- ", 1 . �
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LAYER 5.) PUMPS SHALL 13E MYERS SRM4 )/4HP PUMP (OR EQUAL) MEETING MAXIMUM REQUIREMENTS "., _:��_ , I I I �,11 � ""', ,1� I,�, I I I I I I
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,C 1 , APPROX 4' 5ELOW GRADE, AREA TO BE BACKfILLED WITH CLEAN SAND I 1 M 1: _,4�m , so
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AND COMPACTED TO MINIMIZE SETTLING (SEE 501L LOG-9). ALL FILL MATERIAL SHALL Of 45 GPM AND 12.2' OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH I , ;,,iT_ X A I . I
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I MEET THE SPECIFICATIONS OF 3 1 0 CMIR 15.255(3). . MANUFACTURER FOR FLOW AND TDH. I 1 ,:_51 " , , I 11 - PORCH , I
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I I 1 . DETERMINE VOLUME Of EFFLUENT TO BE,PUMPED TO LEACHING FIELD: � I I � I I . � ,�t, i��,�,�,�,,','�-',�t - I �. ::�0 1 1 1 ,I
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I I� I I NUMBER Of D05ES PER DAY = 5 DOSES I I I 11 . I � I U) -"-,- .--- P I I .I I I . I I I I I . I I
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I I DAILY FLOW = 330 GALLONS I //, 11 ,5- �11___- __�_________ I '. � � __ . � I PROP05ED 10 �
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I .I NUMBER OF GALLONS = 330/5 = GG GALLONS � I � I I 11 I / �, : I I __ __,_ . , - r .. - I . � I � . I I s . I I
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PUMPING VOLUME = GG GALLONS + 9 GALLONS = 73 GALLONS � ,--,, , ,
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