HomeMy WebLinkAbout0016 OTIS ROAD - Health 16 Otis Road
Hyannis
A= 310— 111
Town of Barnstable P# 11
Department of Regulatory Services
Public Health Division Date ( 3INARNIMAIIIA
-
163 ,6� 260 Main Street Hyannis MA 6601
A
�. rEDM1x ,,yi,r t i "1 6!:.t}°'_ (• � / f.N;1.-
Date Scheduled, Time ! Fee Pd.
9 .
Soil Suitability Assessment for Sewage Disposal
Performed By: iti1F✓�y. Ex T i �.5 Witnessed By: 'Do h t o f'a%n a
LOCATION& GENERAL INFORMATION
Location Address 1(' oTi S (Lo AA LcT- q,9 Owner's Name 1<< (li��r�
t K;) Address I(,, nJ
Asse"ssor's Map/Parceli' 3 t O i 7 1 Engineer's Name
j 1
NEW CONSTRUCTION REPAIR ' "`"'Telephone# 90"e�4 2X 40 a'?
Land•Use TEJ%6E4Tl01- " t?' Slopes(%) 0 Surface Stones
! Mkt
Distances from.-'Open Water Body J.tooS ft Possible Wet.ved.1 ft Drinking Water Well 100ft
Drainage Way ~too ft Property Line > 10 ft Other ft
I� SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes)
� S1tE ?BAN
i,
k_
l
i T
1 1 c`.
®u�-ws5�n to Bedrock
Parent material(geologic) Depth
13y gL.S 13 y
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face K.-I -c. L
Estimated Seasonal High Groundwater --
°DETERMINATION FOR,SEASONAL HIGH WATER TABLE
Method Used: '00tO 'etu go e -�
- Depth Observed standing in obs.holeak t 3 - _In. Depth to soil mottles: T �'Y =. ,..,in.
Depth to weeping from side of obs.hole: _7 L 3 V Groundwater Adjustment - B•
Index Well# Reading Date: — Index Well levcl��-�� A�.faCtoY,,z Adj.Groundwater Level
PERCOLATION TEST Date y 22— I�;�!A
Observation t -
Hole# z; Time at 4"
Depth of Perc �$'Sro� Time at 6"
Start Pre-soak Time @ 11:ty 4M Time(V-6")
r«
End Pre-soak �t 1 qht
Rate Min./Inch Z 2-rylPl
Site Suitability Assessment: Site Passed Site:Failed: Additional Testing Needed(YM)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the,
Barnstable Conservation Division at least one(1),week prior to beginning.
Q:\S EPTICIPERC FORM.DOC
i
DEEP OBSERVATION HOLE LOG Hole# '
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stonea;Boulders.
Consistency,% ravel
v- ro Fuc.
tp- 3►$ a LoAm'f $9n1L>' iO YA '$ 4 ro-so`/o C,¢gYEc
90- i va C.y Exc con,R,SG to Ytt g 5 go- n
30 o C►mum
+OZ- t32 (+-3 t`t"ktjm S+J0 Z.rj Y b 1,00
6 �
DEEP OBSERVATION HOLE LOG Hole# a
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
W,-_ons, Gravel)
12 3fo g L640W SAn�J to YP. 5 GC.vAu9c_
36-9L C-t eoge�. Sgn1D 2 SY 6C.-2 Eimteme Coart:s� 10Yt. 6
oo-t3y c- ME4tum .mg) 2.SY 6
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Cnitec O vel
h "
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
ons' ten
. 1
Flood Insurance Rate Map:
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 pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? 1(E$
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on t6 4. —(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,expertis nd experience described in 310 CMR 15.017.
Signature Date 5-3-0 7
Q:4SEP7ICVI3RCFORM.DOC
l
J
V The plans and specifications for every'on-site system shall be prepared as follows: h3
(1) Every system shall be designed by a Massachusetts Registered Professional Engineers 7C
or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a
system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. ��. �3llJf•r surf
Any other agent of the owner..may prepare plans for the repair of a system.designed to '
discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided �i� f
they are reviewed by a Massachusetts Registered Sanitarian and approved by the.approving
authority; J
(2) Every plan submitted for approval must be dated and bear the stamp and signature of
the designer,
(3) Every plan for a new system or plan for the upgrade or expansion of an existing system
which requires a variance to a property line setback distance;'must.also reference a plan
which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in
accordance with M.O.L. c: 112, § 81D;
(4) Every plan for a system shall be of suitable scale (one inch =40 feet or fewer for plot
plans and one inch = 20 feet or fewer for derails of system components) and shall include
depiction of:
(a) the legal boundaries of the facility to be served;
) (b) the holder and location of any easements appurtenant to or which could impact the
N/ system;
(c) the location of the all dwelling(s)or building(s)existing and proposed on the facility
and identification of those to be served by the system;
`(d) -the-location of existing or proposed impervious areas, including driveways and
NU i parking areas;
(e) location and dimensions of the system (including reserve are
(f). system design calculations,including design daily sewage flow, septic tank capacity y.
(required and provided); soil absorption system capacity (required and provided); and 7
whether system is designed for garbage grinder;
y (g) North arrow and existing and proposed contours;
(h) location and log of deep observation hole tests including the date of test, existing
grade elevations marked on each test, and the names of the representative of the
approving authority and soil evaluator;
✓(i) location and results of percolation tests including the Gate of test and the names of
the representative of the approving authority and soilt evaluator,
y' (j) name and certification number of the Soil Evaluator of record;
(k) location of every. water supply,public and private,
1. within 400 feet of the proposed system location in the case of surface water
supplies and gravel packed public water supply wells,
2. within 250 feet of the proposed system location in the case;of tubular public
water supply wells, and
3. within 150 feet of the .proposed system location in the case of private water
supply wells;
i) location of any surface waters of the Commonwealth, rivers, bordering vegetated
wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone,
surface water supplies, tributaries to surface water supplies,certified vernal pools,private
water supplies or suction lines, gravel packed or tubular public water supply wells,
1 f� subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen
N l sensitive area identified'in 310 CMR' 15.215 within which portions of the proposed
system are located.
t/ (m) location of water lines and other subsurface utilities on the facility;
(n) observed and adjusted ground-water elevation in the vicinity of the system;
j o) a complete profile of the system;
(p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought
in conjunction with the plan;
/ (q) . the location and.elevation of one benchmark within 50 to 75 feet of the facility
V which is not subject to dislocation or loss.during construction on the facility;
(r) when dosing is-proposed, complete design and specification of the dosing system
proposed including.but not limited to dosing chamber capacity (required and provided),
ump curves and specifications,number of dosing cycles and depth per cycle;
(s) when a Recirculating Sand Filter or equivalent alternative technology is required or
9J ' ) roposed, a complete plan and specification for the system,including a hydraulic profile;
(t) a locus plan,to show the location of the facility including the nearest existing streer,
(u) the street number and lot number, if any, of the facility; and.
(v) the materials of construction.and the specifications of the system.
TOWN OF BARNSTABLE
LOCATION 16 6 �13 f2 a SEWAGE# '
VILLAGE ?ur'�nnt S_ ASSESSOR'S MAP&PARCEL 310
INSTALLERS NAME&PHONE NO._T w 46 c„ y?f elo ae
SEPTIC TANK CAPACITY /S C10 H o
LEACHING FACILITY:(type) r, C.( #1 G (size) 'l S Y ,l f
NO.OF BEDROOMS o? s ea.) Re s
OWNER
PERMIT DATE: COMPLIANCE DATE: Lj
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 weilands exist _
within 300 feet of leaching facility) Feet
FURNISHED BY'
t
n
N 0-0
oo p nn 1' Oo r+l .9 V' �j 3
VI O <1 MTJ
C1
�II
No. �� C13 y� 6�iQ R Fee Qv
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for �Digpogof *pgtem Cow5truction Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) 2/complete System ❑Individual Components
Location Address or Lot No. 1 io f- _ Owner's Name,Address,and Tel.No.
1-�'c•�+As'N"v'S �'�. `(c o•r 1��e�Sao/
Assessor's Map/Parcel LO fv}.-,nr 3 c�►s/1
Installer's Name,Address,and Tel.No.C*O,e.V,U, E'i j��� f�) Designer's Name,Address and Tel.No.
�. ��✓a x T(�7 79.5 Y C ewsy 1Lv, e't
Geer r-enWile dZ632 Sao 3 - b 1-77
Type of Building:
Dwelling No.of Bedrooms �v' J Lot Size g30 sq.ft. Garbage Grinder ( )
Other Type of Building &1,L,kJ;.�r4 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) Z Z gpd Design flow provided 3(0 d
gP
Plan Dated L( 2,0-"7 Number of sheets 1 Revision Date
Title 1I0 C)T C 5 (Lo�
Size of Septic Tank f b Type of S.A.S. (3) Le- / zr w�Sr<-.
Description of Soil', Sep— D/W�
1 ,
Nature of Repairs or Alterations(Answer when applicable) t 5bo 5 f�-( 1 (3)
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 th. c
Signed Date
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. od 7 1 3 Date Issued �� —U
4
r193No.. `(_i 24 aL?'. {m. a Fee
THE,C�OMMONWEALTH OF MASSAC_f�USETTS Entered in computer: Yes
��..
PUBLIC HEALTH -DIVISION - TOWN OF BARNSTABLE,MASSACHUSETTS
ZIpplication for 3Mpo$al i§p6temc QConitrUCtion Permit
Application for a Permit to Construct( ) Repairy Upgrade( ) Abandon( ) IS?/Complete System ❑Individual Components
Location Address or Lot No. (o p ; S r4c) Owner's Name,Address,and Tel.No. I a. 2%�rkrJ
Assessor's Map/parcel '3 j Ut,.
Installer's Name,Address,and Tel.No.CA cw r<c✓ P
Designer's Name,Address and Tel.No.
* P a t3ox �� �FsSY cot�ah-.ry iLn;,R,r pp
?; v 1-7 7 6.wa z.1'ff
Type of Building:
Dwelling No.of Bedrooms Lot Size j sq.ft. Garbage Grinder ( )
Other Type of Building rj, g., to 462-v •,'�L No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 2 Z` f i gpd Design flow provided 2 3(0 gpd j
' Plan Date'~ K,' �{-7.cio1 t : ti Number of sheets I Revision Date
i
Title 40 or S 6,0,0
Size of Septic Tank I Soo Type of S.A.S. (-3 LG
Description of Soil S-9-0- D�
Nature of Repairs or Alterations(Answer when applicable) I Jo,) �i+i fy-vKt.
{
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 H
ealth,
Signed Date S 7
Application Approved by _ Date S--&D 7
Application Disapproved by:U Date T
for the following reasons
Permit No. goo-7 Date Issued � '" U
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( V) Upgraded ( )
Abandoned( )by
at I& Cris au+a a "fl vl; S has^been constructed in accordance
with the prov;siors of.Tiggtle 5-a*;d E.e for Disposal System Constructior.Permit No. d UO7- P�� dated 7
Installer ( ,t,,).OUr_ -e,f /t sty Designer �. G• G✓1Sl.c rz/gay
#bedrooms Approved des gn flow 2�0� gpd
The issuance of this permit shall not be con rued s a guarante that the system w .. d �ejdfDate Inspectora
1
—— ————=—————— ———
No. 7 0o-7" 073 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
1=i.e;tJo!6ar;*V!5tem Co !6truction Permit
Permission is hereby granted to Construct ( ) Repair ( t/ Upgrade ( ) Abandon ( )
System located at 1(,0 O T,'s fZ o A 4 I in
I
and as described in the above Application for Disposal S 11 ystem Construction Permit.The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
k
Provided: Construct*on ust be completed within three years of the date of this p
Date d Approved by
02/28!1994 02:26 508-730-1578 J.P.MACUMEEP $ SON PAGE 03
Town of Barnstable
Regulatory Services
1 1 Thomas F.Geiler,Director
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601 .
Office: 509-862=4 0
"+ Fax: 508-790-6304
lnstaller'& Designer Certification Form
.:, -
loatr�; 5"1 0-o 71
Designer• ,Cnt�t�eec ��, viCA `I�astaller:
Address: 2as�t c .�berry ti��Hwa� Addre
ss:
C. w o Peylavyi ;� ri r�` 0 z 5 b
On C ewide, l;ui�c��se s .
was issued a permit to install a
er
septic system at l to p'kts (load based on a design drawn by
(address)
S-C E"5 ieeci.ns i vtc y
dated:. ��� Z°°
r (designer)-
icertify,,that the 'septic system referenced above was installed substantially according to
the des; , which may include nduor approved changes such as lateral relocation of the ;
distribution box andlor septic tank:
I Certify that the septic system referenced"above was installed with major changes (i.e.
greater than 10' lateraLrelocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. Plan revision or. ceztified as-built by designer to fallow.
jj OF
� "CHJNL
URCHII�l1C'C
} m
er'S lgnatare) ^ , L
41607
cstgner s ignature (A a 'gaer s Stamp )
P 9 RETURN BAY�NSTABLE.PUBI, D SYO CER MCATE
F CO IA N L NOT BE ISSUED UNT AND AS-
` B�Y RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSI®N
T U.
Q:Hadtb/SepticdDesigaer Cert foation Form
Dooz1s063s255 05-09-2007 10247
BARNSTABLE LAND COURT REGISTRY
uct,u KtSTRICTION
WHEREAS, 1� w1 �� ►�2� of
(owner's name)
1(o oT S (Lo A!, MA
(address)
is the owner of ,AA located
(address)
at NtiAh
MA(hereinafter referred to as l o-h 5 (2--),:*- ; s
and being shown on a plan entitled "Subdivision of Land in
A-v\V1 MA, Property of Aar
et al, duly recorded in Barnstable County Registry
Of
Deeds in Plan Book , Page ;
Or on Land Court Plan Number LoT 1,8
WHEREAS, �( dVl t2�y 1 as the owner of said lot has
(owner's name)
agreed with the Town of Barnstable Board of Health to a restriction as to the
number.of bedrooms which can be included in any home built on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance
with 310 CMR 15.000 State Environmental Code, Title V, inimu
Requirements for the Subsurface Disposal of Sanitary Sewage;
ge;
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition-to
granting a disposal works construction permit for a septic system in compliance
with 310 CMR 15.200, State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing
the issuance of a building permit for the construction of a single family home on
this property, is requiring that the agreement for the-restriction on the number of
bedrooms in any house con$tructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document, ,
NOW, THEREFORE, _ K� ✓v� (: �&a:)% does hereby place the
(owners name)
following restriction on his above-referenced land in accordance with his
agreement with-the:.tMU
run with the-land and be binding upon all.successors in title:
CZagd, ,
(address) i vti 3 _may have constructed
•
upon the lot a house containing no more than T=( -}bedrooms.
'z` vAe- agrees that this shall be.permanent deed
imners name
restriction affecting Lor q8 located on _l3AcnSi(-%(2(I4y �;�_MA, and .
being shown on the plan recorded in Plan Book_, page
Or on Land Court Plan I S I - 6 5fneer z
For title of seethe following deed: Book p
. Or Land Court Certificate of Tile Number_J o�A� age
Executed as a sealed instrument day of m 200"7
Owners signature
er's signature
. ��M 2iJK12.1�
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
�RrnS��s31 •
ss
y 02022
Then personally appqfred the above-named
/n K► 1/41e_b
known to me to be the person who executed the foregoing instrument-and
acknowled ed
the same to b® { free act and'deed, before me,
C'n �
Note
Public 'y� BARNSTABLE COUNTY
REGISTRY OF DEEDS
My commission a roe; A TRUE COPY,ATTEST
� + (date) _
dn* '�,,, BARNSTABLE REGISTRY OF DEEDS
TOP OF FOUNDATION = 49.56' PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX= 49.5 + FINISH GRADE OVER CHAMBERS = 49.68'± GENERAL NOTES
RISER WITH CONCRETE COVER OVER INLET
AND OUTLET TO FINISHED GRADE CONCRETE RISER AND COVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED
t FINISHED GRADE � TO WITHIN 6" OF GRADE ° ACCESS BOX WITH COVER TO GRADE STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
4"SCHEDULE 40 PVC MIN SLOPE 1 /o
FINISH GRADE OVER TANK EL.= t�9,2rj + 2 OF 1/8 TO 1/2 DOUBLE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = VARIES - "5 DIA. OUTLET(S)--------.-__ __ _.------.___ (SEE NOTE#21)
WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES.
20" MIN. ACCESS COVER � - - --- - -
(TYP FOR 3) 9"MIN. } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
36"MAX. I TOP OF SAS = 46.68' PLACE RISERS ON DESIGN ENGINEER.
PROPOSED 4" �- 45.85' 36" MAX.IN. 1 INLETSCHAMB O 6" PIPED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SCHEDULE 40 PVC INLETS TO 6 OF
6" 3" 2" DROP MIN. 3" 9„ BREAKOUT EL = 46.35 00
-- " DROP MAX. FINISHED GRADE � SYSTEM UNLESS OTHERWISE NOTED.
3 O MIN. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
EXIST. 4" o JOINTS (TYP.) o 00 o�,o ELEVATION =46.35' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
PIPE 46.60' C) 14" 4" PVC IN FROM = = = O °° O ao 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
46.35 SEPTIC TANK 4' PVC OUT TO 00 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
O LEACHING FACILITY 1' oo 0 00 o0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
� � OUTLET TEE 12" - o0 0 0 0 0 °° o0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
48" 46.17 MIN. 46.00' 1 o00 o 00 o0 0° � o 0 0 0 0 00
a� o 0 00 0 000 0 000 o o 0 0 coop ao o �� o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
22"ZABEL FILTER 6" CRUSHED STONE + op o0 0o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
MODEL#A1801-4x22(GAS OVER MECHANICALLY 2.85' 2.85' 2 5' 2.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
BAFFLE ON BOTTOM) COMPACTED BASE 6.1' 3.0' AND DESIGN ENGINEER.
10' 24.0' (TYP.)
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX < 38.60' 8.0' 8. ELEVATIONS BASED ON ASSUMED DATUM OF 51.75' ESTABLISHED ON A NAIL
000 0 00 000 0 o OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 43.85' GROUND WATER ELEV.= SET IN TREE AS SHOWN ON PLAN.
0 000 000 0 000 00o COMPACTED BASE
BASE. FIRST TWO FEET OF OUTLET 5'MIN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 3 - LC-6 CHAMBERS THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10.5' WIDTH 5.67' DEPTH 5.67' CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
"CON-FRACTOR TO SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW TO THE DESIGN ENGINEER.
DIMENSIONS PER WIGGINS PRECAST
NOT TO SCALE CORP., POCASSET, MASSACHUSETTS NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
STRUCTURES SHALL BE MADE WATERTIGHT.
SWING-TIES TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
DESCRIPTION HC 1 HC 2
d Donna Miorandi
AGENT: 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
SEPTIC COVER IN (1) 26.8' 21.7' 314 ! EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
SEPTIC COVER OUT(2) 32.3' 28.1' R A I DATE: April 27, 2007 THEY SHALL WITHSTAND H-20 LOADING.
132 TEST PIT#: 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
LEACHING CORNER(3) 38.6' 33.0' 4. . ------_
64 J-` ELEV TOP= 49.59' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
LEACHING CORNER(4) 59.6 56.2 �.
ELEV WATER < 38.60
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
=
LEACHING CORNER(5) 63.1' 55.1' / 0 Q REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
,t 0 PERC RATE _ < 2 Min/In FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
LEACHING CORNER(6) 43.8' 31.2' # • • �
m /
DEPTH OF PERC= 38"-56" 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
0') • ; L SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
TEXTURAL CLASS: 1
45 16. PROPOSED PROJECT IS LOCATED WITHIN:
z � - __
z -_ ASSESSORS MAP# 310 LOT# 111
a - 0" 49.59' OWNER OF RECORD: KIM RIVARD
Fill ADDRESS: 16 OTIS ROAD LOT#98
I ♦ : 10" Loamy Sand 48.76' HYANNIS, MA 02601
X- r• B 10 Yr 5/6 FEMA FLOOD ZONE C
•, (Gravel 10 20%)
f � • 46.43' COMMUNITY PANEL# 250001 0005 C
MAP 310 Benchmark 38Nail in Tree I tip'
PARCEL 58 Elev. =51.75' X �, r ,�:a •j Perc
❑ cr 44.93' 17. DEED REFERENCE:
Assumed n • ` 56 L.C.C. 102378
EXISTING CESSPOOL TO BE PUMPED, FILLED I �r^,4 �i'' Coarse Sand
WITH CLEAN SAND &ABANDONED - X �,�� C-1 2.5Y 6/6 18. PLAN REFERENCE:
MAP 310 1► Gravel 15-20% L.C. PLAN 11 1 - H T�°`�, � I ( ) LC L N 5 9 B(S F.E 2)
S88044'00"E X PARCEL 39 ° p • !!
Jl 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
' �� 90" Extreme Coarse Sand 42.10
129.06' 20 PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
C-2 10Yr 5/8
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
\ • ��� 102 (Gravel 20-30%) FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
_ "- 41.10'
Medium Sand 21. A 4" PERFORATED SCH. 40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION,TO A
LOCUS PLAN DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
---- ----_� PROPOSED C_3 2.5Yr 6!6
MAP 310
DISTRIBUTION B �'�o (Loose) REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
PARCEL 111 49.35 \ TP (4) �� ���, MAP 310 SCALE: 1" = 1000' 132" 38.60' -
8,308 S.F. ± �`9S 49.79 LEGEND
U� PARCEL 288 No Mottling, Standing or Weeping Observed - -
50 EXISTING CONTOUR
DESIGN DATA TEST PIT DATA
50 PROPOSED SPOT GRADES
(1) O -- - PROPOSED
INSPECTION PORT
AGENT: Donna Miorandi �� PROPOSED CONTOUR
(5) NUMBER OF BEDROOMS 2
EVALUATOR: Michael Pimentel, E.I.T. ELEC EXISTING UNDERGROUND ELECTRIC
#16
� DESIGN FLOW 110 GAUDAY/BEDROOM DATE: April 27, 2007
EXISTING �\ T 1 p
2-BEDROOM TOTAL DESIGN FLOW 220 GAUDAY TEST PIT#: 2 GAS EXISTING GAS LINE
49.59 4 0'
DWELLING / 2 DESIGN FLOW X 200 % = 440 GAL/DAY ELEV TOP= 49.79'
TOF =49.56' (6) 41 9.59 W W EXISTING WATERLINE
31� a USE PROPOSED 1500 GALLON SEPTIC TANK ELEV WATER= < 36.62'
49.31
Z PERC RATE X-X-X-X-X- EXISTING FENCELINE
�- O �° SHED PROPOSED 3-LC 6 CHAMBERS
o TEST;Ao DEPTH OF PERC = N/A
IT LOCATION
o N w HC 2--.,x49.06
TEXTURAL CLASS: 1 ` EXISTING CESSPOOL
49.3 INSTALL LC-6 CHAMBERS
7
OGJ 7- SIDEWALL CAPACITY - 0" 49.79' O O O PROPOSED 1500 GALLON SEPTIC TANK
48.77 Q �U (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) - GAL/DAY Fill
L3 (24'+8')(2 ) (2' ) (0.74 GPD/S.F.) = 94.7 GAL/DAY 12" 48 79' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
\, Loamy Sand
4S/ PROPOSED 1500B 10 Yr 5/6
BOTTOM CAPACITY 13 PROPOSED DISTRIBUTION BOX
\ GALLON SEPTIC TANK (Gravel 10-20%) PROPOSED LC-6 LEACHING CHAMBER
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 36" 46.79'
(24'x 8') (0.74 GPD/S.F.) = 142.1 GAUDAY
�/ PS 3_ EXISTING CESSPOOL TO BE PUMPED, FILLED
° WITH CLEAN SAND & ABANDONED TOTALS: C-1 Coarse 2 5Y 6/6nd
V 6�p 23 REV. DATE BY APP'D. DESCRIPTION
133 MAP 310 APPROXIMATE LOCATION) 3 PROPOSED SEPTIC SYSTEM UPGRADE
TOTAL NUMBER OF CHAMBERS (Gravel 15-20/o)
PARCEL 112 TOTAL LEACHING AREA 320.0 SQ.FT. PREPARED FOR:
TOTAL LEACHING CAPACITY 236.8 GALJDAY 92" Extreme Coarse Sand 42.12' KIM RIVARD
C-2 10Yr 5/8
100" (Gravel 20-30%) 41.45' LOCATED AT
APPROXIMATE GASLINE LOCATION
(TO BE VERIFIED BY CONTRACTOR) Medium Sand 16 OTIS ROAD
APPROXIMATE WATERLINE LOCATION C-3 2.5Yr6/6 HYANNIS, MA 02601
\ (TO BE VERIFIED BY CONTRACTOR) (Loose)
' 134" 36.62' SCALE: 1 INCH = 10 FT. DATE: MAY4, 2007
0 5 10 20 40 FEET
7 ,y No Mottling, Standing or Weeping Observed
RESERVED FOR BOARD OF HEALTH USE JUR ` � JC ENGINEERING, INC.
PREPARED BY:
o CHURCHtLL -
SU NOTE: CML 2854 CRANBERRY HIGHWAY
1 .) MAGNETIC MARKING TAPE SHALL BE No 4180
PLACED ALONG THE TOP EDGE OF EACH EAST WAREHAM, MA 02538
SITE PLAN 508.273.0377
SCALE: 1"= 10' SEPTIC SYSTEM COMPONENT. Drawn By: MN Designed By:MCP ' Checked By:JLC JOB No.1196