HomeMy WebLinkAbout0117 NORTH PRECINCT ROAD - Health (2) 117 NORTH PRECINCT,CENTERVILLE
A=148.146.002
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U�291
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HASTINGS,MN
1
TOWN OF BARNSTABLE
LOCATION 117 No/ 4l-,, fiil't d—,AJ Rel SEWAGE# �1, b(4 _3o
VILLAGECeAjt��v ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. Cc�me,,�A:c�•Rr.
SEPTIC TANK CAPACITY I GOO 66- 1
LEACHING FACILITY: /
(type) � �� `d'Ee�'�r� �'�-c�� (size) !�� X,45
NO.OF BEDROOMS
OWNER 0f'Mct: 0&1 t' S
PERMIT DATE: F' A('c10kq COMPLIANCE DATE:
Separation Distance Between the: ,•
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility *i 77 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) j` �ob A Feet
FURNISHED BY (2APi9c,>t'J)45 V ,I�
m
A"3-Q S B—3 4_,
A-4—,)VcR
No. CJ" Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS
�� ftPliLation for aispo8al *pstrm Construction J)rrmit
Applicat on for a Permit to Construct epair( ) Upgrade'') Abandon( ) ❑Complete System JR44ndividual Components
Location Address or Lot No.5t / /t-7 Qor-a�1c t:T-92D Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 1 q t,4 4 z1^ 1-7-1-1Installer's Name,Address,and Tel.No. esi er s Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size d,�'�O sq.ft. Garbage Grinder( )
Other Type of Building Jt j1�L No.of Persons Showers( ) Cafeteria( )
r
Other Fixtures
Design Flow(min.required) gpd Design flow provided g. To gpd
Plan Date Number of sheets 3 Revision Date
Title
Size of Septic Tank R � � bi Type of S.A.S. (p s���►�'Lr9t2<I.,
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 and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Date g ZCYJ2e
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issuji
V ✓ 4
No. Fee �� !
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
B
(� application for 33isoosar 6pstem Construction permit
Application for a Permit to Construct() )Repair( ) Upgrade)<) Abandon( ) ❑Complete System individual Components
Location Address or Lot No.3o i(!7 ^�o-Z-�Ll Pt. 'k'T 71 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel I�(� rj t, O O O S�(vPj kZ- y L�- 17-77
Ins ller's Name,Address,and Tel.Nor` 6 Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms (/� Lot Size sq.ft. Garbage Grinder( )
Other Type of Building ��/I �Ft�-�•� No.of Persons Showers( ) Cafeteria( )
Other Fixtures \
Design Flow(min. 'required)�Ll`(O gpd Design flow provided � 7 �. TO gpd
Plan Date -70111 k� 1 ci 4-7 Number of sheets 3 °' Revision Date
Title
Size of Septic Tank X ( Type of S.A.S. (O u c,l S�i
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) P,p ��rc� Le'&"
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
t Compliance has been issued by this Board of Health. '
i- e m Date g- Z
ZvIY
Application Approved by - ' t - Date � .
Application Disapproved by Date w
for the following reasons rt
F Permit No. Date Issued
" ----- =-------------------------------------------- ---- -- ---_-- _ =--- -----------------------------------------------
;y* THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( )
Abandoned( )by ( Vv y--ti.
at has been cons ct d n ce �(
with the provisions of Title 5 and the for Disposal System Construction Permit No dated (�
Installer �dmk� _ Designer
#bedrooms y Approved design flo "! gpd I
The issuance of this ermit shall not be construed as a guarantee that the system wil nc ' n� as dom
Date Inspectored,
l�(O _!
--- --- -- -------J--,----------------- --- - ---------------- -----------------------------------------------------------
No. / '� /�/J/ Fee floo
✓t✓ (( THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS—
30isoosal 6pstem Construction Permit
Permission is hereby granted to Construct( ) ,n Repair( ' ) Upgrade`} w Abandon( )
System located at /"��-t`� Y✓t G<t^ Q�� `l'�
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Constructio u e c m 1 ed within three ears of the date of this permit.
P Y
Date Approved by )
Town of Barnstable
Regulatory Services
s Richard V. Scald, Inter►m Director
Public Health Division
"► "�`. Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508.-862-4644 Fax: 50.8-790-6304
Installer.,&,Designer'Certification Form
Date: `b 15 ,2 iy Sewage Permit# 4- 3 o i Assessor's MaplParcel 1 H 14w107—
Designer: F)S S 0-e.S Q4) Lc Installer:
A.dtl>res$: Z(o,t Address:
►%"V-. Vyk A SU its (A4 rt 2t,
on Z i 2oky +�. "�� z�_was issued a permit to install a
(da*) (installer
septic system at (!` �e2tV �,J based on a design drawn by
(address) .
�SS dated 1 qqI.
(designer)
✓, l certify,,that the septic systern referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than"10' lateral relocation of the SAS:or any vertical relocation of any component
of the septic system) but in accordance with State& Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constru ` � ce WA the terms
of the AA approval letters (if applicable)
c ,af JErFIRI"1 f
t - I
(l sta let's Si:gnat "
s F
as `',' /�•,
NA
' (D'egigner s S gnature) (Affix Designer's Stamp Here)
� I
LEASE RETURN TO,RAI2NSTABLE PUBLIC HEALTH,D,IVISI.O-N. CERT FICATE
OF.COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS: FORM ND AS-
BUILT CARD ARE.RKCEIVM BY THE BARNSTABLE P•URLIC HEALTH DIVISION.
THANK YOU.
QASepiic\Desi$ner Certification Form.Rev 8-14-13.doc
F
BSS
D E S I G N
nt .n� LAND SURVEYING
Jul 17 1'l`l0 CIVIL ENGINEERING,
y , o LANDSCAPE ARCFIITE(.Ti0L
9SS Design,Incurp"I Ad d
Ih4 Kwhanine•I cc Biac,16r..d
Mr. Jerry Dunning PaImmah.i,LusachuscnsIi_'iID
Town of Barnstable 508.540.8805 Fax 50&3 S S:i I i
Health Department
367 Main Street
Hyannis, MA 02601
Re: Certificate of Compliance
117 N. Precinct Road, Centerville
Dear Mr. Dunning,
The subsurface sewage disposal system was inspected at the above referenced address and was
found to be in substantial compliance with the plans and specifications. The soil absorption
system was installed to meet Barnstable Health Regulations and exceeds the requirements of 310
CMR 15.000, Title V. The system was designed and has been installed to serve a four bedroom
single family house.
If you have any questions, please call me.
Sincerely,
BSS Design, Inc.
I
eff E. her, P.E.
cc: Hamilton Homes, Inc.
Carl F. Cavossa, Jr. Excavation
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHR ENGINEER MIST SUPERVISE
lON AND CERTIFY IN WRITING
Certificate of CompW cM WAS
TOPItAN.�D IN STRICT
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed (A) Repaired ( ) Upgraded ( )
Abandoned( )by J O5e
at U eJ /ev e has been construct d in accordance
with the provisions o Title 5 anf the for Disposal System Construction Permit No " dated 7
Installer ���L' h lit. I�C✓I Designer 5
if
The issuance of this permit shall not be co strued as a guarantee that the system will ctio as designed.
Date Inspector . L�
————————————————————————————--——————————
7
4
No. P Fee
THE COMMONWEALTH F MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pprication for Migooar *pgtem Construction Permit
Application for a Permit to Construct(X Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address*Lot No. 70 1 O 7 WORTh ���;� L Owner's Name,Address d Tel.No. d77 q /g
F��tw+Ho av1 ea l rj 7-vK 5 7'
Assessor's Map/Parcel 1 L 1 Q 'qc— `- P•of i3c x 12 2y
V ,,
Installer's Name,Address,and Tel.No. 50O Sod^14*3 Designer's*Name
�Address and Tel.No. `5na
ziOSpQh I4NA've-V Q SJ NC'S�GJt�I / ,dery W iC�1TEIP✓
157 Palmer AAe,
ti wia
Type of Building: S,7 y$ Awes
Dwelling No.of Bedrooms_ Lot Size s#ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures .p
Design Flow qq® gallons per day. Calculated daily flow'- `'l 410 gallons.
Plan Date Tuhe /, Number of sheets 3 Revision Date
Title 1 ` D e � 4� S e Se i
Size of Septic Tank 1500 S Type of S.A.S. 4 f Cq/�;t4 avt�I f`et1
Description of Soil SeG Soil 4xz 00 5�' 3 i�rw 007 Sao y� 5T"`�e
Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER Mt IST_St IF?FFIVI-qF-
IN
CERTIFY IN WRITING
HE SYSTEM WAS INSTALLED IN STRICT
Date last inspected: ACCORDANCE TO
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions it Yte vironmen 1 Code and not to place the system in operation until a Certifi-
cate of Compliance has been ' s y ' B Health. 01
Signed Date 41K_ Z0
/4f
Application Approved Date
Application Disapproved for the following reasons
Permit No. = - Z Date Issued <%�
TOWN OF BARNSTABLE
LOCATION M6 C I Uer— A-1. SEWAGE # v 3
VILLAGE ASSESSOR'S MAP`dr.LOT 11 ,
INSTALLER'S NAME&PHONE NO. Cac CaVn�� i yfJg3�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BLMDER OR OWNER N0 _ i� 1/VG .
PERMITDATE: G -S , AP7 COMPLIANCE DATE: 4d—t --9g
Separation Distance Between the: ;
I :
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 3(`0 feet of leaching facility) Feet
Furnished by i soh.
i
S9 - Cy
N Fee `
THE COMMONWEALTH F MASSACHUSETTS Entered in computer:
Yes -
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pplicatiou for MiOogaf *pgtem (Cori!�truction Permit
Application for a Permit to Construct( XRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address�Lot No. O 117 WOkT►� ���t,K Own.eF's Name,Address d Tel.No. -I 9
^ n,{ Nam hp tit ec lt'l Te,457,
Assessor's Map/Parcel t t S ,L�G— pa 8c X 1
v are S Y66A,
09601
Installer's Name,Address,and Tel.No. SOW 5 y 'd Des ner's ame Address and Tel.No. ya
zosPPh ( S �eFFPr F �yThP✓
'25'1 P-1m, A 16y a r�r,� tee Bu c° d(
Fulmw'tti , WVA 1WQL47k7 M
Type of Building: L� `3, 17g9 Ac✓es
Dwelling No.of Bedrooms Lot Size sq*t. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures ,r
Design Flow `I l o gallons per day. Calculated daily flow yO gallons.
Plan Date 3U47e 17 C4 '1 Number of sheets `5 Revision Date
Title NOT P100 (O�Mte HaUSe_ a,., )� $f-A Sur Fac&_. 5&ware O Pow/ .Sy S?ewe
Size of Septic Tank 5-00 geuor)5 Type of S.A.S. cgP'W ty tv)T;lT,-atlo0,e 'I-114
'3 Tens? ®v? S/ r5 ff N� S7avie eri P
Description of Soil set- sO I I Lem 001 5124 3 9 hP t w ePnm
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 f it Sro -pie E vironmen I Code and not to place the system in operation until a Certifi-
cate of Compliance has been i s y t B. Health.
Signed Date
Application Approved Date .00
a Application Disapproved for the following reasons
- — Permit No. V 7-e LI Date Issued 'o
----------------------------------------
JHE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
a.
QCertificate of'Compliance
THIS IS TO CERTIFY, that the On-site;Sewage Disposal.System Constructed O Repaired ( )Upgraded( )
Abandoned( )by OS�P�j,.=µ j G
_a at "� DI'`l7 fee r PvI1PIv,rl a has been constructed in accordance
with the provisions o itle 5 a the for Disposal System Construction Permit No i dated
Installer ��Se � NO veil/ Designer e
The issuance of this permit shall not be construed as a guarantee that the system will ct-i-o!as designed.
Date, � ���' Inspector
---------------------------------------
No. �171 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Di5po5ar *p5tem (Con5tructiou Permit
Permission is hereby granted to Construct ) pair( )Upgrade )Abando )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Constructi ust b co p ed within three years of the date of this it.
P
Date: - Approved byf/
W
UGC TOWN OF BARNSTABLEP
LOCAJ! SEWAGE #
VILLAGE r91:11, „r l is ASSESSOR'S MAP &,LOT
INSTALLER'S NAME&PHONE NO. C&-yel 5 50t. -�(o
SEPTIC TANK CAPACITY fS06 Wit\ e ���lS��, tin&
LEACHING FACILITY: (type) J" (size) -Ia)g q5-s
NO.OF BEDROOMS
BUILDER OR OWNER S Imo-,: . I.,JC- .
PERMITDATE: ' t ��^.t '�7 COMPLIANCE DATE: de< 9x
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'IO feet of leaching facility) Feet,
Furnished by -"
f
Al
NOTES: � � � �' BSS
GRAPHIC SCALE
1. HOUSE No. 117 NORTH PRECINCT ROAD D E S I G N
eo a so eo 120 240
2. ASSESSORS No. MAP 148, PARCEL 146-2
3. ZONING DISTRICT: RF RESIDENTIAL
D SURVE)1NG
GROUNDWATER PROTECTION OVERLAY DISTRICT � IN �'T ) f CIVIL ENGINEERING
4. FLOOD ZONE: ZONE C 4 1 inch = 60 ft. LANDSCAPE ARCHITECTURE
5. SPOT GRADE ELEVATIONS ARE BASED ON NGVD. 9� SPILLWAY ELEVATION 33.9 P��Nofe44ss9
�� �' JEFFREY
BENCHMARK - TOP FIRE HYDRANT, ELEV.,41'-4 �1,. \ ED%�nro ass Design, incorporated
_ WEATHERVANE POND HE 164 Katharine zee Hates Rd
B � A AL Falmouth Massachusetts 02540
0 ••.•,� B AL
AL G� & 508.540.8805 FA% 508.W.8313
LEGEND:. \... ..,.00ERING v AL
EGET
BVW 34� /.$VW ...*,EDGE OF AN) l W x 38.2 EXISTING SPOT GRADE �, ,,� / �. �° - __�� "• ..,e 41
EXISTING_ FIRE HYDRANT - - ,_`
VW4
AL
_ ___ _
PROPERTY LINE �� � �� T �9 W 47�'f ;€kiSnNO Pq Bvw 4444• •Bvw 45
T
® TEST PIT pp•�- ��� B �— ��,' S2-:�ACRES TOTAL , _ J • a
-- 10 — EXISTING CONTOUR �° ,
° '"��'` B 3 `�• •.1F± ACK UPLAND can U U)
o CONCRETE BOUND ��� ,,y .��°� 30.00. (n 0 Z
LLJ
FOUND ,�P 5-� 0,� °- —,� QP,;�% oo .... �.•.... ...�� 0 Z cn
�p� •• •' °° `�' boy s� =G''• ry .•/ . v =
sF 8, 2 , O w W L'-' c�
gjTP
j ;%';� p / / EXISl1NG PATH 'r''• ........�.......... w � � Q c ( a
-r /�(� c ; yn / ------- --- -- ovi HOUSEEXISTING 3 L
w 0 � Q
/�' 11
% 00 , SEE SHEET 2 FOR 0 SCALE DET L PLAN `\ / 2 O
Li
••.�'� B# 29/ S 5 1 Z Q J
If
.....
/ - = � p '�p •1 4E. 3000 BENCH MARK �-- m J Z
, �Op��(i !.•' 276;,3- ` TOP HYDRANT P ECI N T � — 00
DRIVEWAY ` R Q 42 5 W Q a
Iflc /mIllc AL B 2�, �� /• �- RR _ � 0 g5 —) 0 w Q Q
/ !� / `� �'� t ��OF WOR p� , Z a' O
N \ 2
�AL
,L '/ ���� T'• 30 `� N +�^ ROPOSED SEPTIC °D \^ — L=109�4 o scale
/ •'� 3.74 f ACRES" 0T w ^ srsTFu ._.OBVW 8 N. \ 1"= so'
�'� B / 2. 3fACgE AND \ /�' �~�--`..' .. •. ....�. BVW 1 date
/ AL
'�` /'�//••/ /�� �� °p� Bvw 13 s / x'BVW 10 __ AL BVw '""`B 4 —�B�ae► L JUNE 17, 1997
BVW�+S/ / `�, / ( .... .... ....... /••..�r'�� � —--� ,IUD._ drawn
AL AIL
� AiL o checked
®gNi ,IUD o
( ( \ NG Q
1 ` �,,''� 16 AL AL '�` ,INSTALLATION ENGINEER �� VISES ob�number
3 e . B 2 \v / BORDERING VEGETATED WETLAND AL 4L TH IFY I j
• ;� �.••••'' B 17 � AL JUL WAS INS N WRITING 97052
0 T
7 A
- � �IU� CC N
0 - B - _ �•a•.. VW� � � ORDs�1yOE 7�Q!'l.Aly, I STRtGT
'•\ 2 9 );1\� ...�.' ¢ Bi -,9 :4 S �`�_ BVW- — V &&IL . ,Ills 'fit` 'i!t` title
ILL -ALo ' WN-� `� 36'32 SITE PLAN
`�'•• 2 1 , _, - �-. � '� ,,lr` LOT 31/ — 1 1 OF 3'
'B ..23 i �. :..'.. � .QF. B ;r .•• BVW 60 A& VW 49
; /, drawing, number
AL � ,� ,�'lllC��. •��g-817W b4- BVW 63 B� ��BVW 59....�� ��� � `v7�'' E .�
.x
j,
.. _. -FF EL 43.00 BSS
D E S 1 6 N
41.2 41.0 LAWN 40.0 FINISH GRADE 39.5 MIN. LAND SURVEYING
CIVIL ENGINEERING
PVC PIPE 40.0f FIRST 2' SHALL
z INSTALL END PLATE LANDSCAPE ARCHITECTURE
Ec FITTINGS 1�4 BE SET LEVEL 7' PERFORATED PIPE CLEAN BACKFILL AT BOTH ENDS
p� foot rnin. 31 37.68 INSIDE INFILTRATOR
J� 1/4' per foot 38.8E 1 .8' 38.10 2'(1/8"-1/2')peastone
CONCRETE 39.32 4�► LIQUID LEVEL e' / per ft• mIn• B35 Design, Incorporated
FOUNDA71ON 10" 14 38.00 184 Katharine Lee Bates Rd
38.78 ` _ 3/4" 1 1/2" Falmouth Massachusetts 02540
4' G.B. 38.538.03 WASHED STONE 508.540.8805 FA% 508.548.8813
37.86 '
CELLAR FLOOR (( 37.10
".9 5.25 2.9'
MANIFOLD L j
STD. INFILTRATOR PIPING
26 11 24 6 PIPES LENGTH VARIES - SEE SITE PLAN z t U) LLJ
:2
USE (6) 3.0'x6.25'x1.0' - H10 2 1-
SEPTIC TANK DISTRIBUTION BOX MOLDED POLYETHYLENE UNITS ;) 0 9 HOLE AAS }
WITH 3' OF WASHED STONE ON SIDES,
USE 1,500 GALLON AASHTO - H2O HTO - H10 4' AT ENDS AND BETWEEN UNITS _ Cn 0
PRECAST SEPTIC TANK J * Q
l) Q U d
HIGH GROUNDWATER EL 32.1E 1 4-8-97 Lv O0 Z
SUBSURFACE SEWAGE DISPOSAL SYSTEM � - OW
NOT To SCALE DESIGN CRITERIA °- � Z
0UJ wGio
NUMBER OF BEDROOMS 4 bedrooms < G" N
GENERAL NOTES CALCULATIONS TOTAL DAILY FLOP+ FLOW 11 0 gp d brm � Q �
9P I =
1. All system components shall be installed in accordance SEPTIC TANK:
with the State Environmental Code Title V: Minimum TEST HOLE DATA Z Q Z J
wl DESIGN FOR USE WITHOUT GARBAGE GRINDER Z ^J
Requirements for the Subsurface Disposal of Sani#ary � �
Sewage, and an local rules which may be applicable 440 gal/day x 200� = 880 gal/day J � 0 �
g y y PP 1,500 gal TANK MINIMUM REQUIRED PERCOLATION RATE = 2 min/inch * �-
2. The Barnstable Health Department must be notified 1,500 gal H2O SEPTIC TANK PROVIDED TAKEN BY: Jeffrey E. Ryther, P.E. a' m o J vZ
when the system is installed, and prior to backfiiling =) o - OR
p S01 L ABSORRPTI ON SYSTEM: WITNESSED BY: Bamstable Health Department F- 0 W
for inspection. 0 cr1
3. The stone around the leaching pit shall consist of washed DATE: May 6, 1997
stone ranging from 3/4 to 1-1/2 inches in size and be free 6 STD. CAPACITY INFILTRATORS WITH 3 STONE Q = C
of iron, fines, and dust in place. The stone shall be covered ON SIDES AND 4' STONE AT ENDS & BETWEEN. SOIL LOG . # PERCOLATION ASSIGNED AT
with at. least a 2 inch layer of washed stone ranging from 2 MIN/INCH IN "C1' LAYER scale
1/8 to 1/2 inch in size, and be free of iron, fines, and dust. LEACHING AREA PROVIDED: STATE TITLE V EL 3a80 TEST HOLE #1 0 NOT TO SCALE
in place. SIDEWALL = 0.58'(2x12.0'+2x45.0')O.74 gal/sf/day EL 3847 A SANDY LOAD 4" P��NOFAIAR date
4. The grade above and adjacent to the leaching facility shall sloe E MED. SAND ��' >EFFREY ° JUNE 16 1997
g J 9 Y P = 48.93 al da
9 Y a �.s7 10' ov�nN
at least 27. to prevent accumulation of surface water.. YTHER
5. Sewer pipe shall be 4". diameter schedule 40 PVC or equal BOTTOM = al/ x 45.0 x 0.74 gal/sf/day a LOAMY SAND IL awn
at 1/8 per foot (1%) slope. = 399.60 gal/day 30" JER
6. Flow equalizers shall be installed on the ends of all outlet TOTAL LEACHING CAPACITY. = 448.53 gpd a' �'30 S1 P checked
pipes inside the distribution box. MEDIUM JF'X
7. All infiltrators shall be connected together at the end plates LEACHING AREA PROVIDED: TOWN REGULATIONS C1 SAND Job number
DESIG 4ING ENGINEER MUST SUPERVISE
as shown on the site plan. AA REQUIRED: 440 gpd/0.75 gpd/sqft=586.67 sgft cNn ,� T 97053
Ti0IdH6� ,4 TING
8. Contractor shall notify the Engineer if he/she encounters soil AA PROVIDED: (12 +1 ) x 45 +1 ) = 598 sgft EL 3213 - t SgEW STRICT title
conditions other than those shown On the soil log. TOTAL LEACHING CAPACITY 448.50 gpd ACCOF DANCE TO PLAN. SSDS DETAILS
EL 30.05 105' 3 OF 3
BSS
Ir4 I D E S I G N
0 . /
�p0 • N / LAND SURVEYING
• LOj UNE - .ip a CIVIL ENGINEERING
/ LANDSCAPE ARCHITECTURE
V`O 39.5 _ CpT UNE 276,`�' TO NORTf•/PRECINCT ROA
- �3>T9` BSS Design, Incorporated
(,4 -1 / 164 Katharine Lee Bates Rd
39.3� ?S• �t''lV
.4 l Falmouth Massachusetts 02540
`�� Q R Rj.Ze• _ _ _ M 50a540.8805 FA% 508.548.am3
\% 2 CAR GARAGE 41.2
LIMI x37.8
O/1 W
x 38 7 _W0_R V
PROPOSED ; 5 • N/TY OF 7NE I—
DECK FOUR BEDROOM E �� VE
f' • * . . �g { ; EX'THE DRIVEWAY 7HE BVW. x374 O ?�-
SA• E AWAY fR V1 0
HOUSE -O. •O• A 2% SIDES Op J Q
RYWFLL fF ELEV 43 0 ,' 1500 GAL 9.9 ,A1.0
DRIVE �' j Q U O
(Typ) H2D SEP7TC, PROPOSFD LAWN // �, pROPOS� T W .• LLI cn zco
}Cn—
. � ----�_ TANK ; W• x37.6 1 — ~ W
/x 38.6 T .� 044 Z
WN
. • 4os.-' 0W � Wv
XQ - / x37.5 OC WORK Q a
' SIX H10 STD. INf7L MA TORS STAKED SALES OF STRAW i w = O
wl,3' OF WASHED STONE x 37.2 t�v
\ ON SIDES AND 4' OF STONE
\ / BETWEEN UNITS AND AT U Z J
x 37.3
BOTH ENDS OF SAS, EXCAVATE AND REVOW THE A E, de B LAYERS Q a O
\\ / BOT. AREA: 12x45 37.0 TO 5' AROUND THE S.A.S DOWN TO 30'f/— x
x 38.3 x 37.2 AND REPLACE W1THH CLEAN SANDY S01 PER (=f) LI fn
a / 310 CUR 15.255 TITLE V. m p J ZO
N LOT 30 ~' Q M in n
/ 3.748±ACRES TOTAL PNOF�,•Ass9 evw•s O In 0 Q p
2.243fACRES UPLAND �� 1EFFREY oy / //�� T
\ p 2 EDYV7N / LL. Q d 2 _I
i RYTHE /
\ 2 / tvlL scale
7z.
9 10 x' 1 = 20
35.5
UNf `P / Off. •BVW 10 date
J G�'• JUNE 17, 1997
drawn
E OF , K 3s8vW 13 TJB
x 40.4 FOG . •
x 35.7 / checked
Bvw 14• x 57.1 �gV�!• BVw 12 / . BvW 1Y
job number
vW 15 • ' • I I/ �l i 1/ x �:5-- �i I / DESIGNING ENGINEER kl SUPERVISE 97052
INSTALLATION AND CE iFY IN WRITING title
• / �- x 35.5 THE SYSTEM WAS IN �i"�'J! FD ]]v STRICT DETAIL PLAN
/ ACCORDANCE TQ PLAN. 2 OF 3
drawing number
�f Bvw 16 '� 4�/ x 33.6