HomeMy WebLinkAbout0104 CARLOTTA AVENUE - Health 104 Carlotta Ave
Hyanis
A=248 094
TOWN OF BARNSTABLE 2oc�Co - 15
LOCATION O C/ Gg � S� AG 1 -
VILLAGE �c7a�y1 S ASSESSOR'S MAP&PAI
INSTALLERS NAME&PHONE NO. S6
u cef Gx�.
SEPTIC TANK CAPACITY ® �p
LEACHING FACILITY:(typJ�JTDAI (size) ��. r}"; 9
NO.OF BEDROOMS
OWNER Set �� gwo —
PERMIT DATE: �, p COMPLIANCE DATE: (J
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
ts
i [
\n till
O �
o �
R
T
Q
W
No. _ � � Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
.PUBLIC HEALTH DIVhMON = TOWN OF BARNSTABLE, IVrASSACHUSETTS Yes
9pphration for aig;poot *p5tem Con5truction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade(/Abandon( ) X Complete System ❑Individual Components
Location Address or Lot No. I o 4 CA1Z wllk 14 V E Owner's Name,Address,and Tel.No.
HItwolt6 jl4A, -SUD M4 5`'+ A/-LA
Assessor's Map/Parcel ATO 9,4% r CAIZ L®
Ins er's ame, ddr ss, d Tel Nq4 De igner's Name,Address and Tel.No.
� �qv� ��"�e�aew � Cs1PS�E'R.i1Nl� iJVe:t��
1r C.CAV �a � l wd Ctt®ss l.IO TC® �b 7 5'3rY
Type of Building: `
Dwelling No.of Bedrooms 4 Lot Size /0 S,20 sq. ft. Garbage Grinder
Other Type of Building i D'ELL)C.E No.of Persons `,Z Showers(a) Cafeteria
Other Fixtures A)
Design Flow(min.required) JV 7® gpd Design flow provided _ �, gpd
Plan Date 3 1 , 06 Number of sheets OL Revision Date
Title �tc. :5 q 5 i x(iA
f v
Size of Septic Tank O eln Type of S.A.S.�'a � � � �l At oas g
Description of Soil Q
Nature of Repairs or Alterations(Answer when applicable) XV12611, A Al It
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 de and not to place the system in operation until a Certificate of
Compliance has been issued by this Board Ith.Z Of
q�• / /
Signed ba•� /,00 Date a g~ 0
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. 2vo C a q Y Date Issued 'i��
No. (�b ��/J • Fee / fN
,a � � compute
THE COMMONWEALTH OF MASSACHUSETTS Entered in
t �. PUBLIC HEALTH DIVISION TOWN OF BARNSTABLft-,V SSACHUSETTS Yes
ZIppY cation for lDigozal 4§pgtem Con.5truction Permit
V Application for a Permit to Construct O Repair O Upgrade(Abandon O Complete System ❑Individual Components
Location Address or Lot No.10 4 .CA a LO'rM A V F Owner's Name,Address,and Tel.No.
LA
Assessor's Map/Parcel 1 Q Iq (_ 1Z L 0 Pt AV W AVA)f A
Installer:s.Name Add ess,and Telx No. Designer's'Name,Address and Tel.No.
).L I t V.,10 I�W1 I kmt'#cG 4m tN&i N VE F_T. l N(r. LA3 d Ix I--.'S
1S o X r C&�` M a a 2 6 A/ 4/77-s'3✓3
F
Type of Building:
Dwelling No.of Bedrooms Lot Size U,'B.ZO # sq. ft. Garbage Grinder
Other Type of Building R 1F 5 1 Q Alt}C I~ No.of Persons Showers Cafeteria(�)
Other Fixtures ,j I Ar
Design Flow(min.required) /! qo gpd Design flow provided 1/�3 r gpd i
Plan Date _ " 3 Number of s }
heets L Revision Date
s. Title C�f n'�b5 c 5 e Q+tt c 5 q 5'r,F Yh Q?Cr R A-b Z /� t
Size of SepticyTank IS CO Gud(tsn T0) +OLV(I R Type of S.A.S.15,3 C -z 9,
Description of Soil Z !h+jj ,,C k y d (Z� 14.VI
ti I
-" Nature of Repairs or Alterations(Answer when applicable)1(�1�'611 A /5'm 6-it L go .PoLV ,5`)-=/F'r/
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 Environmenta I de and not to place the system in operation until a Certificate of
Go pliance has been issued by this Board;oft-I�ealth... � Date (ra !l " 06
Application Approved by ��i �e Date o -eta
Application Disapproved by: ./ Date
for the following reasons
Permit No. 2Zyo ci — 29.Y Date Issued 6
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
�. (Certificate of Compliance
1 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ) Upgraded ( )
Abandoned( )byu f
at f U q �+r�� i � has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. :�W�—-29 S'" dated ,6 V1vd
Installer Designer
#bedrooms y Approved esigQ flo,✓S L/� /� gpd
The issuance
']o th �risheall not be construed as a guarantee that the system ill function as designed.
Date ! W•.._._ Inspector . ��✓ AA P
No. �011G —:)I Fee l� .
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Migogal �&p!tem Con6truction Permit
Permission is hereby granted to Construct ( ) Repair (x ) Upgrade ( ) Abandon ( )
System located at ;bLJ Cr_r 10 4fj_
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be•completed within three years of the date of this� � J
Date & .2,/A•6 Approved by_4 ---�' '/'We
\Ij
to
0)o ��'� ,c
Town of Barnstable
Regulator. Services
'l homss F.�€:ller. Director
Public Health Division
Thomas McKean,Director
-. 200 M®in 'Street, Hyannis,_MA 02601
Office: 508-862-4644 Fav,: 508 7904304
h at d hu AFL x1di Og 0ir
Date: ?,e' b b Sewage Permits ' �" �s s�a�'a Map\Parce9?�� �-1 y
L
l�esiaaer: r -p installer: _ a�fe/gJ��t G�CL��^�•�!H
Address, I Z_W_:..f _%Ik- Address- �_ rg►k
I_1
J.I. s .,...,�.,..__......_
On I V v Ve' c�"eta e�-t duns Mutt,a permit to install a
(date) (installer)
septic system at 0 H �Otk AMCA . 1, 4 QMAI C_based on a design drawn by
p (address)
T e 1A L Fin 3-tG Q,�L . dated S 3 i Q G
(designer)
1 certify that the septic system referenced above was installed substantially according to
the design, whia;,h may include minor approved changes such as lateral relocation of the
distribution box an&or septic tank.
_ I Certify that the septic systems 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. Flan revision or
certified as-built by designer to follow.
s
PETER T. 5UMCENTEE ,
(Installer's Signature) CIVIt.i
G, r 9W35log
ssen,, i t.%��'+',/
{ esigncr's Signature) _ (Affix Designer's Stamp Here)
ALN—h t.s �E
Q_HWIhSepticMesigner Crrfiicstion Form.4-26-04-doc
N®tiee: 'Tbls Farm Is To Be Used For the Repair Of Failed
Septic Systems Only
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION -� -
hereby ceetafY that the engifteared plan Mond by t f�
dated. ' (� concerning the propefty locsted at
(o LIN I.ID�G 1�` `'�ow,n,--r meft auof'the, U Ili
following c itadris:
• This Mod system is Connected to a residential dwelling only. 7%M sc no I a 110"Mistvr—
businon tuts iatbd'ra the dwelling.
• 1 soil is classified as CLASS I and the percolation raw is less tit or to 3=notes
Par inck 'The sWlicant may use historical data to concha&this fact or try conduct deep
test-holes and percolation ftstis at the site without s health sett premt.
• 71wre is no ' in flow and/or change in use proposed
• Thwe we no variawn requested or taeaded.
• The.bottom of the proposed leaching facility will be located no less tlastn five few above the
xnazinum adjusted groundwater table elevation. [Adjust dw groundwater table using the
F'as wben applicable]
Please 9aa tht fo t
A) Top of C3araauad Surface Elevation(using OTS irnfomnation)
B) G.W. Elevation ?Z?+adjuse neat for high G.W, Z W
DMTEREME 1 9TWEEN A,and E
SIGNtO DATE:
NOTICX
Won the&bow intOMAtion,a re*z perwit will be issued for bedroom
Umiumm NO additional bedrooms are authmaed atr the future without ere
1,� Zu Z
r
Logged In As: Parcel Detail Wednesday,June 28 2006
Parcel Lookup
Parcellnfo
Parcel ID'248-094 Developer'46
Lot l
__.... . _..._. _.... _ -.. .. ........,... _,
Location 104 CARLOTTA AVENUE Pri Frontage 1105
m......_... ._,.....�..... .........._. _................ .................... .......... ............., ice..... ...._.�..... .�....._�...,.. .......... -:........._ ......__.......... _-......,....<
Sec Road . Sec Frontage l
.........._............ ...... ..............._ :,::, .. ..... .�.,
Village HYANNIS Fire District HYANNIS
_._..� ____.._. ..... ....._......_� _...._..._���,_ -�_.. -___ ._. ..... ....... _.
Sewer Acct Road Index,0249
Owner Info
.... ................. ........ ......... .. _. _...... _ ......
Owner BERNSTEIN, ADAM B & Co-owner I BERNSTEIN, ADAM B
Streetl€104 CARLOTTA AVE Street2 j_ d
..........
CityHYANNIS State IMA Zip02601 Country USA
Land Info
... ......... ....... ...... ...
Acres j0.24 use Single Fam MDL-01 zoning ERB Nghbd 0106 �
Topography Level Road Paved
utilities 1Public Water,Gas,Septic Location€
Construction Info
wilding 1 of 1
Year 1970 RooflGable/Hip ExtWoodShingle
Built s Struct` Wall
Effect Roof�....
_.—._ _._.�.__._. AC�
Area 2139 Cover Asph/F GIs/Cmp Type None I'
...... . _ _...................._._...._ Int- Bed y .
Wall Rooms
Style Cape Cod Drywall i4 Bedrooms E`
y� vv.
Int _..._ Bath
Model IResidential ;2 Full
Floor Rooms
Grade;Average Plus Type Hot Water Total
Rooms 17 Rooms
Stories 11 1/2 Stories _ Heat Oil Found- T ical
Fuel ation yp
Permit History w.._.. . ... ............... .............. _......... ......._.. .. ..
Issue Date Purpose I Permit# I Amount Insp Date Comments
Visit History ......................... _ ......
Date Who Purpose
f
II 11/27/2001 12:00:00 AM I Paul Talbot I Meas/Listed II
- Sales History
......._. ......... ......... ....... ......... ...... ... ......... ......... ................................. _........ .............
Line Sale Date Owner Book/Page Sale Price
1 12/8/1999 SPALLA, JUDITH C & 1 271 1/232 $1
2 4/20/1999 SPALLA, JUDITH C 12208/195 $1
3 11/15/1995 SPALLA, JUDITH C & BERNSTEIN, ADAM 9932/241 $117,000
4 12/15/1988 MEECE,VIRGINIA L 6551/185 $1
5 MEECE, DEAN R 1745/72 $0
Assessment
Save# Year Building Value XF Value OB Value Land Value Total Parcel Value
1 2006 $186,300 $2,600 $0 $162,200 $351,100
2 2005 $169,600 $2,500 $0 $148,000 $320,100
3 2004 $135,700 $2,500 $0 $128,700 $266,900
4 2003 $122,400 $2,500 $0 $42,100 $167,000
5 2002 $119,000 $2,500 $0 $42,100 $163,600
6 2001 $119,000 $2,700 $0 $42,100 $163,800
7 2000 $82,700 $2,300 $0 $31,000 $116,000
8 1999 $82,700 $2,300 $0 $31,000 $116,000
9 1998 $82,700 $2,300 $0 $31,000 $116,000
10 1997 $89,400 $0 $0 $24,800 $114,200
11 1996 $89,400 $0 $0 $24,800 $114,200
12 1995 $89,400 $0 $0 $24,800 $114,200
13 1994 $87,800 $0 $0 $27,900 $115,700
14 1993 $87,800 $0 $0 $27,900 $115,700
15 1992 $100,200 $0 $0 $31,000 $131,200
16 1991 $110,900 $0 $0 $49,500 $160,400
17 1990 $110,900 $0 $0 $49,500 $161,200
18 1989 $110,900 $0 $0 $49,500 $161,200
19 1988 $69,500 $0 $0 $20,400 $90,800
20 1987 $69,500 $0 $0 $20,400 $90,800
21 1986 $69,500 $0 $0 $20,400 $90,800
Photos
' LEGEND z• IVEs7 M/kl1U
sT
ain street o °
1 99 PROPOSED CONTOUR p1n®
99 PROPOSED SPOT GRADE
..� �yd° uocus
1 �,a
EXISTING CESSPOOLS`;I _ , ., EXISTING CONTOUR
TO BE PUMP IL ,r \pg ¢ Carlotta q Gkci g�ie
WITH SAND ed tv` \ X 101.70 EXISTING SPOT GRADE
g49°43'2 I"E
TP
0/ c
87.60' �;22 r } ® TEST PIT
TP-2 9,g� TP�-1 a o
'1 L_L W EXISTING UTILITY SERVICE
7- T9�w'tFf.�
tt i
T I N.
P
13. 1 i - PtEQ_5
0 A`'�`- LOCUS MAP N.T.S.
i u FROP. tl r v S'T f% S.-
peFncy GENERAL NOTES:
BENCHMARK: ;o era TANK
BULKHEAD CORNERS �� M+
ELEVATION em 100.17 _ I } r7Lt 9 72 1• ALL CHANGES TO THIS :PLAN MUST BE APPROVED BY THE LOCAL
(A55UMEDDATUM) { �9,5 � �1 V91 ���� 9,93 c�( BOARD OF HEALTH AND THE DESIGN ENGINEER.
j
-' `' ,/ 'SEWER/NO.1; .�; � �� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
SEWER G�0,2 : bNV:=9795
' / V- 9�_1Of' /f'j i f i /'�/, /. jr7y► OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
W 1 / i / ' / / /` NO. 104 ,<< �� LOCAL RULES AND REGULATIONS_
/f ' ' Vo
�� /I STY. < /' / e La p� V�,�0,17J I GN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
�am // ° / ,/ • F ' '" / \b ( TO QESIINSPE TIO EER D APPROVAL BY THE BOARD OF HEALTH AND THE
`i 99 r:'�;�'" ��1f.;' ;T.O,F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE WTRaCTfONACONTINUES.EORTED TO THE DESIGN
�„„ „„ y ENGINEER BEFORE
CONS
t 'x gg . �g$5 '- w µ µ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
{
x yg 49 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
% THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
- HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
r 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
/ 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S.
C.� 9. ALL AREAS DISTURBEd DURING CONSTRUCTION SHALL BE RESTORED
� I TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
AN 248 v F 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
A�A � i O'$2O„q„ SF
• I THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
' 1 1
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
— 105.00' IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
r`If R 315.5 V N54°5a45%V 12.. CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRITI' OF EXISTING
I SEPTIC TANK PRIOR TO CONSTRUCTION.
4 — 2.62' 9g a
.--_. 3 13. THIS PLAN i5 TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
x 98.9, x 9g,,, "k .-..... ,..-�.9
9g 60 Dw 8 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
'ASS
b CARLOTTA AVE. eL PETER T.
McEN E PROPOSED SEPTIC SYSTEM UPGRADE
o TEN
CIVIL
// No. 35109 104 CARLOTTA AVE., HYANNIS, MA
Prepared for: Judith Spolla, 104 Carlotta Ave., Hyannis MA
�ssl ��G Engineering by: Surveying by: SCAL£ DRAWN JOB. NO.
r Engin"dnglWorks HOOD SURVEY GROUP 1"=20' P-T.M. 146-06
4. is 12 West Crossfield Road P.O. Box 1724
(Q�,® Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET NO.
s�.
31/06 P.T.M. 1 of 2
(508) 477-5313 (508) 539-7799 5/
u '
a.
' k NOTE: TO PREIVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.96.5
FOR A DISTANCE OF 15' AROUND THE
ELEV. TOP-� PERIMETER OF THE S.A-S.FOUNDATION � FINISH GRADE: 99.5t
(Existing) EXISTING F.G. EL.99.5t F.G. EL.99:8t ` MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 36" MAXIMUM COVER
a'
wzzom
r: INSPECTION RISER PIPE
SET TO FINISH GRADE
• L1=42',(SEWER NO.1)
L1=17',(SEWER NO.2)
L = 12' L _� 3'
" 4" SCH 40 PVC 6.: 4" SCH 40 PVC 4" SCH 40 PVC
a' ® S= 2% (MIN.} 1p" 14" 0 S= 1% (MIN.) e' S= 1 %i(MIN.) a o 0 0 0 0 • o e o • o 0 0 o a o o • e
? 48" LIQUID o 0
<. LEVEL INV.=96.50 • • • • • • • •
GAS PROPOSED
INV.=96.75 BAFFLE D BOX INV.EL=96.00
PROVIDE_COUPLINGS INV.=96.38
" INV.=96.21
1' S INFILTRATOR 3050 UNITS= 37.3'
SEWERS NO.1 & 2 1'
INV.1: 97.95t* PROPOSED 1500 GALLON SEPTIC TANK
INV.2: 97.10t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING EFFECTIVE LENGTH = 39.3'
PROPOSED SEPTIC TANK SHALL BE AN PIPE INVERTS PRIOR TO CONSTRUCTION.
ENVIROPLUS RIBBED POLYETHYLENE OR 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL° SOIL ABSORPTION SYSTEM PROFILE
EQUAL. AND TRUE TO GRADE ON A MECHANICALLY COMPACTED
N.T.S
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BREAKOUT EL. = 96.5 ,.t----4" LAYER OF 1/8"-1/2"
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE b PIPE INV. EL. = 96.00 DOUBLE WASHED STONE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
EFF. DEPTH = 2' 3/4"-1 1/2"
DOUBLE WASHED STONE
(3) 5" DIA.OUTLETS SEPTIC SYSTEM PROFILE BOTTOM S.A.S. EL.= 94:00
15.5" 16 2" 5' MIN. ABOVE BOTTOM OF 3' 4.2' 3' CHAMBERS ARE TO BE LAID
T.P. EXCAVATION OR G.W. LEVEL ON A SAND BASE
N.T.S.
NO G.W. AT EL.=88.3 (TP-1) EFFECTIVE WIDTH = 10.2
t5.s" 6" C 8„ SOIL ABSORPTION SYSTEM SECTION
T
H-10 LOADING 2 �F 44
DESIGN CRITERIA = 1� Ss9��Gs
D-BOX NUMBER OF BEDROOMS: 4 BEDROOMS o PETER T.
NTEE
39.3' -----� SOIL TEXTURAL CLASS: CLASS I Mc EVIL
___ --'i I DESIGN PERCOLATION RATE: 2 MIN./IN. CIVIL
r-___ --- No. 35109
I PROPOSED 5.A.5. Ii DAILY FLOW=DAILY FLOW: 440 G.P.D.
I ;{ GARBAGE GRINDER: NO 9� SIO
-------------------� , SEPTIC TANK REQUIRED: 1500 GAL. CAPACITY r
SOIL LOG LEACHING AREA REQUIRED: (440) = 594.6 S.F. 1
N NJ .74
O DATE: MAY 4, 2006
p. 0 SOIL EVALUATOR: PETER T. MCENTEE P.E. USE 5 INFILTRATOR 3050 UNITS AS SHOWN
N WITNESS: NO WITNESS-CLASS 1 SOILS
SIDEWALL AREA: 2(39.3' + 10.2') X 2' = 198.0 S.F.
4.5' DIA ACCESS PORT FOR INSPECTION. 24.0' f / Elev. I TP- 1 Depth Elev. TP-2 Depth BOTTOM AREA: 39.3' X 10.2' = 400.9 S.F.
INLET END 95' �'J //f� / 99.3 A SANDY LOAM 0 99'8 A SANDY LOAM O TOTAL AREA: 598.9 S.F.
/ ,/ r., ' / / 10YR 3/3 10YR 3/3
(OPEN) 89 5„ j' �f//f!/ ,/ / ,. ,/ 1�0. 1�4 f ,/f, gs 6 B:_ _ s" 9s.a B 12 DESIGN FLOW PROVIDED: 0.74(598.9) = 443.2 G.P.D.
INSTALLED LENGTH % J ; / SANDY LOAM
� i II. SANDY LOAM
10YR 5/8 10YR 5/8
96.3 36" 96.8 36"
� /WD' ' ' �� °1
M-C SAND c' M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE
30" /T.0 = 99.97� 10YR 5/6 IOYR 5/6
AV
/ 10%GRAVEL 928 10REL 84 104 CARLOTTA AVE., HYANNIS, MA
50" INFILTRATOR 3050 r 94.3 C2 so" C2
NOMINAL CHAMBER SPECIFICATIONS M-G SAND M-C SAND Prepared for: Judith Spalla, 104 Carlotta Ave., Hyannis MA
" 2.5Y 5/4 2.5Y 5/4
SIZE (w x H x INSTALLED L) 50" x 30" x 89.5" P <5%GRAVEL <57 GRAVEL Engineering by: Surveying by: SCALE DRAWN JOB. NO.
WEIGH 80.0 LBS. 88 3 I 132" 89.8 120" Engineeringftrb HOOD SURVEY GROUP N.T.S. P.T.M. 146-06
CHAMBERS S.A.S. LAYOUT No GROUNDWATER OBSERVED 12 West Crossfield Road P.O. Box 1724 DATE CHECKED SHEET NO.
PERC RATE <2 MIN/IN. (SAND) Forestdale, MA 02644 Moshpee, MA 02649
N.T.s (508) 477-5313 (508) 539-7799 5/31/06 P.T.M. 2 Of 2
1�
1