HomeMy WebLinkAbout0090 CRYSTAL LAKE ROAD - Health 90 Crystal Lake.Road4 `
O Aerville
A = 139 028
r
1
i
TO OF/ BARNSTABLE
LOCATION A SEWAGE#
VIA CAGE ( AS S R'S MAP&P CEL
INSTALLER'S NAME&PHONE NO. U( .fib
SEPTIC TANK CAPACITY (D /SHOO Sf}
LEACHING FACILITY:(type) C67
m1 .Q [ze) ✓l00
NO.OF BEDROOMS
OWNER . ArOe" �, �r "c�
PERMIT DATE: %/—/ 7 —/ I COMPLIANCE DATE: .3 —J S
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 wetl xist within
R300 feet of leaching f ility) Feet
Alk
CO,/ r
� � Gr
to
No. �T Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitation for Disposal 6pstem Construttlurt Vermit
Application for a Permit to Construct K Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.139 O28 90 d`-R457?!'t Owner's Name,Address,and Tel.No. 774 S2/-3 9
;• dYt4T-l/R PARRE�l.�4 /R��os(483
Assessor's Map/Parcel 3 — M9 [�S7W1u:4'" 4A0eA157318GZ. IV94 62 630
Installer's Name,Address,and Tel.No.C�*B-,!Q$¢ Designer's Name,Address,and Tel.No.CS'06) 41T- i2tr
T2-19 CON�VC77W AA&MOuTP4 E/J41AJII4
2 S/M SON S L ev rAc m ov7?-1 oar o 2 r4fo
Type of Building:
Dwelling No.of Bedrooms Lot Size /30?3 sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 440 gpd Design flow provided 45S gpd
Plan Date /y//l/� Number of sheets �2_ Revision Date
Title 90 C)ZyC,-rA- . 1 AAI R04.6 0&7"V,,ll
Size of Septic Tank Type of S.A.S. y 20 64940/N4 Gll/bYj S�/Z�
Description of Soil CoARSE 5AfjD
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.
tgn _ Date ////7
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. � _ S Date Issued \�
No. � 47 L L)5 ` Fee / J
THE COMMONWEALTH OF MASSACHUSETTSEntered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OP-BARNSTABLE, MASSACHUSETTS
2pplicatlon for BispoBaY 6pst m`6n'structiolC 3pErmit
Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete lystern ❑Individual Components
p
Location Address or Lot No.i 3 6) / D2 E 90 Owner's Name,Address and Tel.No. (7 74.)5-2/-3 84 S
Cy""TN/A PAR�2FL4_4
Assessor's Map/Parcel 17 13f112 Aj-57A-,,�,,Lk 141),0 62620
_Installer's Name,Address,and Tel.No.(raR)4ZY-1-O;y Designer's Name,Address,and Tel.No.CSoe) 9 95 122 5
12-4I-1 CoA/,9Ti2v CT)t4^/ Ff1�n,oUT� E,✓c.in/CF �iNG
Z 5/ni 50,vSt-/., f'A1 t 17,M,7?-1 41/J 02SIV0
Type of Building:
{
Dwelling.. No.of Bedrooms Lot Size / 7 3 sq.ft. Garbage Grinder
Other w Type of Building Any No.of Persons Showers( Cafeteria( )
Other Fixtures
n, r" Design Flow(min.required) 4 Q0 gpd Design flow provided tj"S / gpd ,
t Plan Date //J//�/� Number of sheets 2— Revision Date
Title 90 C jZ�yS7AL t Akt PO t, U>72-/P VA,16 i
Size of Septic Tank Type of S.A.S. /-l-2 y t r/V P n v 6 C
Description of Soil
y Nature of Repairs or Alterations(Answer when applicable)
}
Date last inspected: �
Agreement:
t jN,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
Complianc6 has been issued by this Board of Health.
tgn Date //��/?//
r` Application Approved by Date
Application Disapproved by Date
for the following reasons '
Permit No. QC)f Li L) L S Date Issued \�
---------- -------------------------------------------------------------------------------------------------------------------------
_11P4HE'COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
~� Certificate of Compliance
THIS IS TO CERTIF that the On-site Sewa a D' posal syste Constructed(XO Repaired( ) Upgraded( )
Abandoned( )by //
at U C 121/S )7HL L 8 kW /?/) VST, has been constructed in accordance �[
with the provisions of Title 5 and the for Disposal System Construction Permit No;CO/t/-L/Z/dated
Installer iJ57-z't,C7i a A/ ---— Designer f_j//ni U U- J.: 6,1V E&2 Ale
#bedrooms ApprovoddeFsin 4-5-S / gpd
The issuance of thi permits all not be construed as a guarantee that the systeas desi ned.�Date `�'� Inspectos ,/'
------------------------------------------------------------------------------------------'----------TY-----------'-—---------------
No. 11-I `/�'LJS Fee j6
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem (Construction Permit
Permission is hereby granted to Construct(k) Repair( ) Upgrade( ) Abandon( )
System located at 9 O
05 71?�/2 VIC(
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:Construction must be coMIN
d ithin three years of the date of this permit.
Date Approved by
Town of Barnstable
. P�oFSHE Regulatory Services
Thomas F. Geiler, DirectorELAM
ASS& �'M p' Public Health Division
9^ 1ASS• ,00
`�'rEc Ma+s Thomas McKean, Director:
200.Main Street, Hyannis,MA .02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# 00 1y V-5� Assessor's Map/Parcel
Installer & Designer Certification Form --
Designer: f't/{LrK(i-'T?-/ ---V 61A1 lV4 Installer: 12
Address: S1rn,4so.,i: I-,V Ux/rlf-> Address: /dO . /3v� So/
�s►�av7r/; e�tF OZ r�� �'f1►2s ev�.s ri1/cis �/1� o�6�¢K
On .%/—` 7 I Al �{ �/� s771�1y1-/vVWas issued a permit to install a
(date) -(installer)
D 7w�L
r.
septic system at el�)1577fZ Gj { AW •based on.a.design drawn by
(address)
dated
(designer)
V/ I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the,septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by esigner to.follow. Stripout (if required) was inspected and the soils
wer is orv.
X.`N OF MASr9
} MICHAELJ. �y
- BORSELLI cGn
e S tr
o CIVILr"i
No,35654 O
1, 10
9p T EPA �Q
��cSS/0 ENG��JF
(Desi er's Signature) (Affix De i amp Here)
PLEASE-RETURN TO BARNSTABLE PUBLIC.HEALTH DIVISION. CERTIFICATE
=s. ' .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:\ofce forms\designercertification form.doc_
Town of Barnstable - --P#
� Department of Regulatory,Services
BARIMAHM
i Public Health Division Date l o/1 /i 4
MASK
q 200 Main S Hyann MA 02 1
ro
Date Scheduled All 61- I `Time Fee Pd. 1
,
Soil Suitability Assessment for Sew s l
! _ t
Performed By: " _.. �- -- -�- .�. - Witnessed By: -
_ k'LOCATION&GENERAL INFORMATION hy1, e Gpr^Ca.7�•�fi
rtal -Lake.,lRd. r `' i"'^ owaer'aNatneCpnthia Parrella�.
' •° PO Box 483,
Osterville,"-MA 02655 Adj Barnstable, MA 02630"
Assessor'sMap/Parcel:139 028 J Engin 'sN eFalmoutl}�Engineeri g, Inc.
MJC e� Borselli, P.E.
NEW CONSTRUCTION'S X 'REPAIR - - ^Telep/hone#508.4 9 5.12 2`5, '
Land Use Residential' - slopes(%) ,.,Z / Surface Stones vl� •�t - -
_ � T��
Distances from: ' Water Body ft Possrble Wet A.+> ft Drinking Water Well
4 Drainage Way )J ft�Property Line ft Other ft }
i SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) —
�� ---•�•_.tn�3 r.i � f a$a t7�i' i i')t i A :3: �' +?�i«1�,.F Y^
fir_ VAr
C9
1 Patent material(geologic) C.i�o PtMS eS'R M Deptb to Bedrock > S a t
Depth to Groundwater: Standm Water in Hole: KA b YJ Ss-: .._ {�Weeping from Pit Face
Estimated Seisonal High Groundwater_� •--^ - - ._ - _
w DETERMINATION FOR_SEASONAL HIGH WATER'TABLET „ ;
Method Used:
Depth Observed standing in obs.hole: in. Depth to sod mottles: to '
Depth to weeping from side of.
f obs.hole: in Groundwater Adjustment ft.
Index Well# Reading Date: Index Weli leve Adj.factor Adj.Groundwater Level
= �. 'PERCOLATION TEST natefl"� t h��_,O=
Observationµ
Hole# Time at 9 �.
"tn'w aL'r,3'i f?Ilaa., 'ri.1....s..l'.^';_3gti p �.
Depth ofPem t tii t `. i :.r. .t.i' .oa .fl p:.G - Iu..rTimeat6 ,L,r
• @• „� _ •air t'4 r t; J.-S':IN
Start Pre-soak Time (9•-6 r, /
End Pre-soak
Rate Min/fuch w z _ 4*t n*f t.h
1,art t• . cf tzi
Site Suitability Assessment: Site Passed`v ,1 Site Failed ,r Additional Testing Needed(Y/N)f ,,
Original:Public Health Division Observation Hole Data To Be Completed on Back
***If percolation testis to be conducted within 100'of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:VSEPTIC\PERCFORM.DOC
LI
DEEP OBSERVATION HOLE LOG , ,
Depth from Soil Horizon •Soil Texture w'Soil Color" •t `Soil Other '...._- _.
Surface(in.) t (USDA?., J1(Munsell), t.1,, Mottling (Structure,Stones,Boulders.
onsistency.%Gravel)
.r r
s DEEP OBSERVATION HOLE LOG Hole,#
-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.)t (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
� ... r
DEEP OBSERVATION HOLE LOG -
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
F,'V NUJ I.
DEEP OBSERVATION HOLE L,-G_4_ ",_';;Hole#'..
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
n
Flood Insurance Rate Mau:
Above 500 year flood boundary No Zy
—
Within 500 year boundary No
Within 100 year flood boundary No Yes
Depth of Naturally Occurdne 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? '
If not,what is the depth of naturally occurring pervious materral?
Certification
I certify that on AM V 1 datc)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 310 CMR 15.017. v
Signature `J `''LJ r Date
Iv 0
Q:)SEPTIC\PERCFORM.DOC
TOWN OF BARNSTABLE
LOCATION 70 CrQ S2�& �—�. ?AQ SEWAGE # —!�
VILLAGE ��" ��sl ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NOy 1�� c
SEPTIC TANK CAPACITY 9`6y91
LEACHING FACILITY: (type) e ��� /�i77I�� (size) i�`ff
NO. OF BEDROOMS___ n
BUILDER OR OWNERF �q� ✓
PERMITDATE: COMPLIANCE DATE: 3 2,02
Separation Distance Between the:
•r -
Maximum Adjusted Groundwater Table and 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
4
-- B i o
• � ! Fee �O
1�To.
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS
ZippYication for Oigpogal *pgtem Congtruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( Abandon( ) 0 Complete System ❑Individual Components
Location Address or Lot No. Ito o J Ic,, ICLI(� f&ap� Owner's Name,Address and Tel.No.
Assessor's Map/Parcele�V i 11 6��jC-rtk' ( i`IlEi—l*C k_
l L3 9 1�3 arnA_
Inst er's Name,Address Tel No Designer's Name, dress and Tel.No.
Address
dames,UmL
r t
02 -7 Le hb r0 . CV_3
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures AX
Design Flow Jab gallons per day. Calculated daily flow 3� gallons.
Plan Date m aA Ch .2014 Number of sheets I Revision Date
Title
Size of Septic Tank Aeu) Type of S.A.S. - �h r-S H°,�f. 5
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) - Vl
- /1Auladid
W2 C,
Date last inspected: DESIGNING ENGINEER MUST SUPERVISE
Agreement: INSTALLATION AND CERTIFY IN WRITING
THE YSTEM WAS INSTALLED IN STRICT
The undersigned agrees to ensure the construction and 06A*e"c1 on-site sewage disposal system
V
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of ge� n ,Signed fi��.�J Date) 26 DL---
Application Approved by Date
Application Disapproved for the following reasons
Permit No. LC)-,�) Date Issued
I;10. r Fee
� ' Entered in computer: �"
THE COMMONWEALTH OF'MASSACHUSETTS
Yes
r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pphration for Migooal *potem Congtruction Verna
Application for a Permit to Construct( . )Repair( )Upgrade( VJAbandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. u1 U `J¢ , '� �a d-- Owner's Name,Address and Tel.No. 4LL
3 Assessor's Map/Parcel 0a"LA_
Installer's Name,Address and Tel No Designer's Name,4d �ress and Tel.No. 8—
1�a1-1•erle ej
5 1�)-�nS0 W 0 02to� btu Le ,6 t c P-3v 3
Type of Building: f�
Dwelling No.of Bedrooms . Lot,Size sq.ft. Garbage Grinder( )
Other Type of Building .5 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow .,3J?a gallons per day. Calculated daily flow '°3 gallons.
Plan Date m C(A Cb 20 Z... Number of sheets 1 Revision Date
Title . ... - _
Size of Septic Tank 1710U) /5 D CJL' �JO U Type of S.A.S. �7 �YsF4li rs fH lj
Description of Soil -tee_ t4ll_
r
11 I
Nature of Repairs or Alterations(Answer when applicable) Gc di
, 1 f� - A Yi. 7(L 1
I.,nc.ki✓n
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 Certifi-
cate of Compliance has been issued by this Board of .ealth.," '
Signed �a l.(� M!V; A Date)/26 01
Application Approved by 0_� A Date
Application Disapproved for'thel following reasons
Permit No. Date e Issued
a,
----------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certif irate of 'Co- M_pliante
THIS IS TO CE TIFY that the,(O�nsite Sewage Disposal System C onstructed( )Repaired( )Upgraded
Abandoned( )by
at 90 C.k-u5_jaf 03 tt111.11 has been constructed in accordance
with the pro ision/s Hof Title 5f d the for Disposal System Construction Permit No.� - ( � dated �12) 0g ••.
Installer ��t(,�,>L.e_ Designer
The issuance of this permit shall not be construed as a guarantee that the sy4mwill�fAction as delsigned
LA Date 0% rJ66 J 6121 't,�-- Inspector �'Wv
_7
---------------------------------------
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Miopozaf *potem Construction Vermtt
Permission is hereby granted to Construct( )Repair( Upgrade(V Aba don( )
System located at 16 ('�4.0 }u,P ( AuIL�K!" L,5.k v v i) LgL
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:/Construction must be completed within three years of the date of is pe t.
Date: �' !GM Cki Z U, �f(�i 2_.__ Approved by 0
i
/
"'CId
er
ITI.
TOWN OF BARNSTABLE
LOCATION 90(f rg so - L.4 SEWAGE #
VILLAGE 04=M. ASSESSOR'S MAP & LOT 131
INSTALLER'S NAME&PHONE
J
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUII.DER OR OWNER r�� � I G 'r1C
PERMITDATE: 3-?-o-6 ' COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted-Groundwater Table and 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
March 25, 2002
Outback Engineering
106 West Grove Street
Middleboro, MA 02346
(508) 946-9231
Barnstable Health Dept.
Hyannis, Ma 02601
Subj: Septic System Inspection
90 Crystal Lake Road
To whom it may concern:
Please be aware that an inspection of newly installed septic system was conducted and
was found to be in conformance with the approved plan.
Very truly yours,
games A. Pavlik. P.E.
_ LOCUS
BENCH MARK: TOP OF FND. � (SAS) SHALL BE F
ELE.=31.0
'' 34.25' LONG
MANHOLE COVERS TO EXTEND TO 11.0' WIDE
WITHIN 6' OF FINISH GRADE 10' DEEP
1`
zx BAFFLE REQ'D �ypp RD
_ Lw
EL=28.02
z6.5 2'0�` 2x 2' PEASTONE TOPPING GENERAL NOTES:
D.B. -
NEW 27.58 - --- - -- -_-- - — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
b 1,500 GAL 27.52 ;. _ CAP ENDS SYSTEM PIPE SHALL BE EITHER C.I. OR
SCHEDULE 40 P.V.C.
^PoLyE7HY[�ruL 15' s• sin �� 3' _— -- — y. ��3//4' DOUBLE WASHED
. EL=26.68 STONE ALL AROUND _ THE PRIOR BOARD
TO BACKF LLINGH OF SEPTLL BIC SYSTEM.
6• CRUSHED STDNE
— SEPTIC SYSTEM STRUCTURAL COMPONENTS
10' SHALL BE CAPABLE OF WITHSVANDING A
20' MIN. 1.5 31.25' ' 5' NOTE: H-10 LOADING, UNLESS SPECIFIED OTHERWISE
— SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
USE FIVE (5) INFILTRATORS'. s WELL MIW-29, ZONE A ADJUSTMENT =1.0'. COMPLY WITH A H-20 LOADING.
PROPOSED SEPTIC SYSTEM WITH 4.0' OF STONE O SIDES 6.68' SEPARATION FROM BOTTOM (SAS) — THE DESIGN AND COMPONENTS OF THE SEPTIC
S< do 1.5' OF STONE ® ENDS TO BOTTOM OF ADJUSTED TEST HOLE
PE NO SCALE NO STONE AT BOTTOM y ELEVATION HAS BEEN PROVIDED FOR IN SYSTEM SHALL BE IN COMPLIANCE WITH THE
6.68' IN THIS DESIGN STATE OF MASSACHUSETTS SANITARY CODE
SOIL TEST LOG TITLE V. AND SHALL BE IN COMPLIANCE WITH
PERC RATE=< 2 MIN/INCH EL=20.0 THE LOCAL BOARD OF HEALTH RULES AND
_ BOTTOM TEST HOLE REGULATIONS.
NO WATER OBSERVED — THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DEPTH ELEV.= 30.0 `•f AT THIS DEPTH
0
A LOAMY sANo 10YR 3/1 p LOCATION OF ALL UNDERGROUND UTILITIES AND
e. SHALL NOTIFY DIG - SAFE PRIOR TO
B LOAMY SAND 10YR 5/1 � CONSTRUCTION.
30 27•50 S t — NO GARBAGE GRINDER
Cl MEDIUM SAND IM 8/2 I DESIGN CRITERIA:
;cA
DESIGN FLOW
144' 20.00 " 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D.
I6''YC t REQUIRED SEPTIC TANK:
'+ TPA NEW 1,500 GALLON
Z$ SEPTIC TANK PROVIDED 1,500 GAL
�! O + 1 DESIGN PERC RATE <2 MIN/INCH
SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F.
O SI OM L �11�O.83)5 4.253762750.8.E(11)= 75.12 S.F.
LEGEND: _ _ — _ D c ' N :. SIZE OF LEACHING FACILITY PROVIDED:
,..� Cl ? 376.75 S.F. + 75.12 S.F. = 451.87 S.F.
EXISTING CONTOUR
WATER SERVICE —W—W f,: = 334.4 GPD
GAS SERVICE —TEST HOLE $Cr—G � 1 � J �,D � � � EFFECTIVE DEPTH: 10"
BENCH MARK ABM m �� Z$ 13�\ EFFECTIVE WIDTH:EFFECTIVE H 11.025, ry
A i 1 MAP 139 LOT 28 OUTBACK ENGINEERING
0 i 106 WEST GROVE STREET
MIDDLEBORO, MA 02346
0 Cf (508) 946-9231
t-A,P� PROJECT: SEPTIC SYSTEM REPAIR
\ A 0
FOR
L ( 90 CRYSTAL LAKE ROAD
l�� \V 1 5� } ��w G� �P,p AS SHOWN oMww en JP
(L A
NOTE: C ` 0 �,1A{VIE3A���s 3/19/02 MAP 139 / LOT 28 nc�,,
- PAVLIK OWNER: RICHARD GRIGERICK
PRIOR TO INSTAWNG THE NEW (SAS) THE N Ti48
CONTRACTOR SHALL PUMPOUT AL CESSPOOLS u IL -. 90 CRYSTAL LAKE ROAD
AND BACK FILL WITH CLEAN MEDIUM SAND - 9 MARSTONS MILLS, MA 02648
IF CESSPOOLS
IN
S AREA THEY HALL ENCOUNTERED
' P LA N
' 1 3
S-5 S-3
50'
8`
O
U
bA
N
� U
GREAT r 3
ROOM
1T-3"
\ MASTER^ W
r2 \ R BATH Xis
fMASTER� 0 a
'" BEDROONf ,
14'-0'x 16'-000 Ono
00
W � O
V'
k
O O
s KITCHEN O
� DINING,
m WALK-IN WALK-IN ,' � UTILITY
GL. ROOM
7-6'x 11'-0" N
II I III IIIIII III IIIII II C
Pk* �� DN:
r - -- W W a
�_.,...�. Q „ w
ry GARAGE DN a rn
4
LIVING
24'-0"x 19'-6"
3 o- PROJECTN 141G j
DATE: 11/05/14
UP REVISED:
SCALE:AS NOTED
b COVERED b
FR
PORCH
FIRST FLOOR
PLAN
24' 24' 10'
SH' 15t FLOOR PLAN A- 1 1
s$ < SCALE 1/4" = 1'-0"
I
Y*
• 1 3
S-5 S-5
Il ,.
O
U
bD
BEDS_ROO1j, W co c, I
to-6•x 16-0" Do 3
I� w 33
ry 00 rn
W CD o
N
cn oc
LAI CD
N
BATH O
x
ATTIC STORAGE BEDROOM 3�'
N V1L*17 <
- BONUS ON
�aV'1 /41 C2.7
R W G
ROOM C4 R O
24'-0"x 20'-0" BATH� � -
� � O
(BEDROOM 4 / Y
N ti]'-6"x 13'-6" jjj PROIECTN 1415
i z
DATE: . 11/05/14
ry ,• REVISED:
GL
Ell
SCALE:ASNOTED
SECOND
FLOOR PLAN
.2nd FLOOR PLAN A-2
s�s s3s SCALE: 1/4" = 1'-0"
r�
S2'
4'
�y
POST UP TO LVL
EADER O
U
d0
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r__ -_ ___ ___ __ __ JCA
1 I Y
C
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POST UP TO VALLEY
I I 1- POST UP TO LVL BEAM
• r--, r--� r- r- , r_-, 'POST UP TO LVL BEAM
GIRDER I- _ _____
P05T'JP TO LVL BEAM ______ _O______- _O _ O -___ O _____
r t r-----I -- -r -t---r L_--- _.
L L L -j L L I
r 0 F POST UP TO LVL BEAM 36'%36•X 12-FOOTING TYP, J 00
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�_T P05T UP TO LVL VALLEY ---
L.r Z9 U POST UP TO LVL RIDGE
° O
N r L__J POST UP TO N It
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DROP TOP
-0FFOR DOOR 1 POST UP TO / POST UP TO TO LVL
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_- LVL GIRDER _ -C-r/ -- LVL GIRDER
POST UP TO LVL RID&E--------- 1 -------
14. w rFill Q' W
' �36'X 12'OONIINUOUS
DROP TOP OF FDN.WALL FOOTING POST UP TO VALLEY ^ a a
T 'FOR DOOR
v
1 GARAGE 1 --- o- FW-
1 ',: +•fgNGRETE SLAB ._ O 1 c U Q
10 MIL VAPOR RETARDER
FITGN ToY DOORS J i 1Ly O
I I � I O O I I I I F►i/I O�
I
I I m I I I I v
I I I I I
POST UP TO LVL BEAM
L _____________ PROJECT k 1416
w DATE: 11/05/14
DROP TOP OF FON.HALL
y 2'-0'FOR DOOR .: POST UP TO RID6E I REVISED:
_____
________________
I
I -
m
/ V
12'SONOTVBE W/ 1 m SCALE:AS VOTED
BIGFOT BF26 FOOTING TYP.
P.T POST UP TO BEAM I ;A
- I
-
-------- --L❑J------- El I-- -----I_❑
,'-,o' 4- 8'-4" 8'-4" ,' ,'_<'. 8'-41, FOUNDATION
24• 24' 2'-8" ,.-8". PLAN
52'
FOUM-26TION PLAN C 1
SCALE: 1/4" = 1'-O IJ 1
1�0�
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=
❑.:
...
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RAFTERS 0 16'O G.
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.ry® R49 FG.IN5—TION _y7
...... ... :: .:'Y TRIFLE NRAP
•Y :: ..: ICE a WATER 5A,ELD AT EAVES -
.... ....... .- ... ..._ ....... O r h '�
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BEDROOM 3 :: _ o
❑ BEDROOM 2
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MASTER MASTER
DINING ROOM mPICAL FLOOR GREAT MA 3
ROOM BATH BEDROOM Q
it,/6"560 SERIES u r.�
I-JOISi50t6"OG.
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ttP.FOUNDATION WALL00
6"x7-9'CONCRETE C 10"x34-l NTINUOU5 FOOTING O
P T SILL ANCHORED 33'O G. =
BASEMENT DAMP PROOF BELOW GRADE / \ -
5/H"ANc;+oR BOLTS __ ❑ BASEMENT
EMBEDDED T
SPADED 51'O C
' 12"FROM GORUERS O
- WASHE¢5 3"z3 zt/4" I '�
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- CmcREIE SL+S L _J
to wiL vAPCR 2"frRCF.¢
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SCALE:1/4" = 1'-O" SCALE: 1/4" = 1'-O" �Q
con :�j
...
RIDGE BEAM Waa
......... ......... ..._... ......... ..._.... ........ _... _.._- _.-_. -__. TOP OF
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b
m
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.. .. .... ..._
DATE: 11l05/14
_ a
REVISED:
p6 �=
�5 - �J3 SECOND FLOOR I
❑ MASTER
.. BEDROOM
b
SCALE:AS NOTED
......_... ;. ! GARAGE
• -� �� FIRST FLOOR
bARAGE
I n
BASEMENT SECTIONS
---------------
SECTION S-5
o `SCALE: 1/4" = 1'-0"
aj
k
CB H
31.8 FO�D 31.7
POST AND RAIL FENCE PARCEL 27
31.1
32.3 I
c N/F
31.7 N75 '35"E JAMES J. & MARY E. OLEARY
� 26
P O,SEp /YA7FR,S�Ry N5 141.05 31.9
TAKE w CB/DH
S
\- FOUND
31.6 L \� TH2 Cn SET
PP O A 7H1 \ 1 32.3
96-6.5 Q `� EX/S77NG SEP= YS" lO \
BE PUMPED DAY, AND
REA/OhM FROM/-VX AND ❑
� /O'�1/N. � 32.4 5�45x O/SPOS�O a-.47 AN \
0 �� 32.4 APPROPM LAA0 7LL
PR�OSEo I I I -r.r¢5
z I .
\I I I I PARCEL 30
% W ; A ❑ �� \� I N/F
En
I\ 1 I ALBERT A. & NANCY
w 31 0 a AREA I I BULK `� I I I I ANN CASTIGNETTI
M 32.5 I I \ I EXISTING HEAD I I I
aw w 7 HOUSE #90 42.6 ❑ �;
Al
h CONC. ¢'S F.F. 33.79
s�� STEPS I '
p d 31.4 12-4 PARCEL 28 I I\I I N o
u I a ¢ �' 13,073tS.F.
p • I 1S32
0 ODI j I DECK PROPOSED ¢ i 420 I I I
w I BEEF O�HOUSE 6• I I I
10'.t1/N. 129' I 32.4 36.5 Q+32.7 I J II 32.0
w - - -----32- - _� TBM 1 I J STAKE
12.8' �� 1_ - SET
WATER
31.0 31.4 w J - 500 GALLON 32.4 +31.9
SERVICE I �CHAA/BERS Nf77/ 31.8 t� 32.4 ►�
f'
OF S7LWE ALL ` 'A q
W I O AROY/NO 24.2'
c0�' REo :5,2
/' CN --- 31.7
32.3 32.2 - '� 31.9
TH3 4 SHED ^�
OB-5
30.9 •13' 3 ��
\3 2.0
31.0 I x34.5 V
\ � GARAGE �
\ PAVED , DRIVEWAY
SY/ED 7O BE
e
O u REMOkw
30.8 EDGE OF PAVEMENT 31. 32
1O'A//N.
NAVD88 30.8 A5010 GALLOYV 32.4 1
BENCHMARK
CAP 31.4 DOUBLEOAK SERM TAN \�2 GAS/ N 31.3
EL. 31.20 - GAS 2_y
31.5 STAKE
G4S- S66'29'30"W STOCKADE FENCE SET
152.77'
J 31.1 31.7 31.5
30.7 31.2 POST AND RAIL FENCE PARCEL 29
�"' STAKE N/F
P SET JOHN W. WENDALL & AMY
V MCBRIDE-WENDALL 10 0 5 10 20
lei 6mmi
SCALE: 1 INCH = 10 FEET
LEGEND
Locus PLOT PLAN
---32 ---
NOT TO SCALE ---- ---- EXISTING 2 CONTOUR FOR #90 CRYSTAL LAKE ROAD
+31.5 EXISTING SPOT ELEVATION PREPARED FOR
GENERAL NOTES: X.r/o PROPOSED SPOT ELEVATION BARNSTABLE HARBOR BUILDERS
IN
1. HOUSE NUMBER: 90 PPS, EXISTING UTILITY POLE OSTERVILLE MA
2. ASSESSOR'S NUMBER: MAP 139, PARCEL 028 CB/DH PLAN DATE: NOVEMBER 11, 2014 PLAN SCALE: 1"=10'
FOUND
❑ CONCRETE BOUND WITH DRILL HOLE
�qti F`9s� 3. ZONING DISTRICT: RF-1 CIVIL ENGINEERING O T T WETLANDS PERMITTING
ti 4. FLOOD HAZARD ZONE. X (F.E.M.A. MAP 25001 CO757J) r
L V 1'
eq ! �� A OF Mass WASTEWATER DESIGN COASTAL ENGINEERING
o� 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY.
ham' MICHAEL J. .
6. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM. p BOCSELLI TITLE 5 PLOT PLANS �y` PIERS AND DOCKS
F VIL
7. LOT COVERAGE BY EXISTING STRUCTURES: 1,558 S.F./13,073 S.F. = 11.9% -p No.35054 O LAND USE PLANNING NGI NEERI COMMERCIAL/RESIDENTIAL
0 8. LOT COVERAGE BY PROPOSED STRUCTURES: 2,614 S.F./13073 S.F. = 20% A�o�Gi
�a PROJECT I Serving Cope Cod and Sautheoste►n Massachusetts
v LOCATION 9. FLOOR AREA RATIO = 2,614 S.F. - 224 S.F. (DECK) - 10 S.F. (CHIMNEY) - 504 S.F. (GARAGE) _
CRYSTAL 1,876 + 1,883 S.F. SECOND FLOOR = 3,759 13,073 S.F. = 28.75% < 30% ` 29 SIMPSON LANE UNIT 1 - FALMOUTH, MA - 02540 - 508.495.1225
POND '� LAKE ROAD ( ) /
..._ PROJECT NUMBER: 14107 CAD FILE NAME: 14107SP DRAWN BY: L.M. SHEET 1 OF 2
4
F/N/,SJ51 GWAD-SHALL BE'2X M/N1&11,V OkOF ALL SEPAL SYS" GYaI ROVENTS ZI&F 4"LEA. SOYEWLE 40 P;V 6W CAST/RaV PIPE
SOIL TEST 20'Al/N/,1/U,V SETBAaar FR6W EOGE a '51-OW TO 49L4R WALL
10'MINIMUM SETBACK REMOYABLE CokERS SET 7?7 fl9TX/N REN0049LE CODERS SET
Date of soil test: 11-5-14 " V fN71/IN.7"pF RNI-W
Test taken by: Michael Borselli P.E. 6 a RN/.SI'i OUPF('rO.UL a'',�� GRADEe'TOTAL 0-J,� 7 Results witnessed by. Donna Morandi ELEK = ,345t {i = ,34Of -L-K = ,Y2.5f
Percolation rate: < 2 MIN./INCH
Ground water NOT ENCOUNTERED
EWY = 90.5f
S = .02 /NIEPT REV 3' MAX.
• s = 24657
• �� 2"LAYER or 1," TO 11-2
TEST HOLE #1 TEST HOLE #2 _ 1500 GALLON M-7h7RSr sr6Vr VARIES WASHED S7�WE
„ e 2'LEW S = .01 MIN. 1 ELEY 29.5
0„ 0 SEPTIC TANK
a; cp ®®®® O ®®®®
LOAMY SAND LOAMY SAND ;-A-
h N ry ®®®®®®®®p®®®®
„ 4 u h D/ST. BOX ®�®®oo®®®oo®®
g 10 YR 4/2 g„ 10 YR 4/2 II � ^ ELEK = 26.67
B B
LOAMY SAND LOAMY SAND W W p p
�. SET, SEP77C° TANK AND D/STR/BUIION BOX �. "
30" 10 YR 5/6 30» 10 YR 5/6 A. ON 6"LAYER OF CRUSHED STONE INSTALL JIV TO 1 1/2 OGY/BLE-
W W WA.SJY-D, aPU.S7//ED STGWE ALL ¢7f
2 W 4i ARaINO OVIAMBERS AND ,00MW
70 TN-8077GIIl/ i2r 7hfF OWAMB-R
\ P FI SYSTEM. REFER TO LAI?2UT OF
C C _ SYSTEM F6W MGWE DETAILS
NOT TO SCALE (off OF TEST NOLE-LEI! = 22.0'
COARSE SAND COARSE SAND 3 - REMO049LE 24"01A. 00kERS REM0049LE 24"O/A. CORER
2.5 Y6/3 2.5Y6/3
�-- TEE OPEN AT 7CP SET -
132" 132" J"M/N. FR6W TANK COWR
INLET KN00V0Z1T alT1ET KNGL'YrA1/T R 4"
/ /D LEV.
INLET TEE.SET 2 - OUTLETS
AUTLET TEE SET 1 3/4"
10"M/N. BELOW 14"BELOWZ. _
L/lX//D LEI�Z L/QU/D LE-WIZ Q _ OUTLET 0 O INLET
GAS BAFFLE . I I N -- INLET TYPICAL OF 5 N
TEST HOLE #3 TEST HOLE #4 h
� 4' � h s"
0" 0" .I `+ `. s" 4 -
A A V - I 2 - OUTLETS
LOAMY SAND LOAMY SAND 24"
g" 10 YR 4/2 g" 10 YR 4/2
24„
b
B SAND LOAMY SAND PLAN MEW CROSS-SECTION
LOAMY
30" 10 YR 5/6 30" 10 YR 5/6 ,.. 4 .. a '� -. -7.0 _ s:r
'°'- °" 5' - 2" DB-5 DISTRIBUTION BOX f H-20 LOADING ,
10' - 6" 5' - 8" NOT TO SCALE
COARSE SAND COARSE SAND 1500 GALLON S P TI C TANK H-10 LOADING)
2.5 Y 6/3 2.5 Y 6/3 NOT TO SCALE
132"1 OF BASIS FOR DESIGN:
8' - 3 1 2" @ICH EL J TOTAL DA/L Y FLOW/S BASED aV 4 BEDROAI/.S; NO GARBAGE DISPOSAL
6" No.CIVIL
TOTAL DA&Y FLOW= 110 00,0/BEDROIAI/ r 4 BEDROOVS = 440 090
o� BOTTaI/AREA PROPOSED = 4 O .SF.
® ® ® ® O ® ® qc�-�Q
�Fssf ��� t gar AREA PRaoOSEO = 185.SF.
34» It7TALLEACH/NGAREAPROPOSEO = 615.SF.24" FE ®: ®a ® FEQ E0 APPL low 76w RATE= a 74 6P oAF.
® ® ® ® ® ® DE-96WLEAaAWCARAL77Y= 455690 > 4O6PO
CONSTRUCTION NOTES:
8' - 6"
1. INSTALLAAW Or THE PRa°OSED SEPAC SYSTEM SHALL B-/N A=W0A412Z- W711 7771E 5
ANO THE BOARD OF HEAL 711 R-GV ZAAAV.S CROSS-SECTION
2. A COPY Or 711E PLANS-WALL BE AVAILABLE aV.577E FL'YP REFERENCE AT ALL AMES 8' - 6"
DURING 771E/NSTALLAAaV OF Tt/E.SEPAL SYSTEA/. - - - ° SEPTIC SYSTEM DETAILS
-
J NO O5IANGES 70 TN-DE.5&V"AU BE PERFARM-D OfINVIVr 7HE APPROVAL er BOTH M -FALVOZ1771 DWYNaWINQ INC AND THE BOARD A{HEAL7H 5" KNOCKOUT FOR #90 CRYSTAL LAKE ROAD
21" DIAMETER COVER PREPARED FOR
4 THE,SEPAL SYSTEA//S SUB./E'CT 777/N.SPECAaV BY FALMOIUTJY ENGINEER/NGj INCD A VI D P A R R E L L A
AND THE BOARO 6F HEAL IN
o IN
5. THE 6 WTRAC76W SHALL NOAFY FALVW771 DWYNMFINQ INC ANO 7HC BOARD Ac HEAL W I 5" KNOCKOUT 5" KNOCKOUT OSTER VI LLE MA
TO INSPECT 7N-SEPAL SYSTEM PR/a? 70 BALWi4LL. /N SGNIE INSTANCES; MARE 7h'AN 6WE
IN-WECAOV MAY GE NE-DID. 7HE COV7RA076R SHALL aVLYBAOYF/LL 7HEPARAWS OF THE PLAN DATE: NOVEMBER 11, 2014 PLAN SCALE: AS SHOWN
SYSTEM 77iNAT I1A kF BEEN INSPECTED AND APPROkW BY FALMOVAI DVaNEER/NQ INC AND a
THE BOARD a'HEAL 711
` 5" KNOCKOUT qWL ENGINEERING T M O T T WETLANDS PERMITTING
6. /F 171E CGWTRACTaP ENCOUNTERS ANY VAR/AAGWS/N SJ7F CIWVD/AAM.S SVOV AS A909TR/NG , lJ
SUYL.$ 7170OI�W.4PI1Y, W77L4NOS OR 0711-R CON0177OVS THAT MAY R£QIU/RE RE-EYALUAAaV GYM" � e :_ WASTEWATER DESIGN COASTAL ENGINEERING
T7/-DE-76)V, THE CaVTRAC7OR SHALL /MMED/A1FZ Y COW TACT FALMOUTH ENGYNEER/NQ INC
PLAN VIEW TITLE 5 PLOT PLANS NEER PIERS AND DOCKS j�
LAND USE PLANNING COMMERCIAL/RESIDENTIAL
50_ NGS GALLON LEACHING CHAMBER (H-20 LOADI -%,mg Cope Cod and Southeastwn Massachusetts
SCALE: 1 = 2
29 SIMPSON LANE UNIT 1 — FALMOUTH, MA — 02540 — 508.495.1225
PROJECT NUMBER: 14107 CAD FILE NAME: 14107DT DRAWN BY.- L.M. SHEET 2 OF 2
s