HomeMy WebLinkAbout0185 HIGH STREET - Health L ICH STREET, W. BARNSTABLE
u
TOWN OF BARNSTABLE
LOCATION SEWAGE #
VILLAGE 4gZl '+ ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. C—/4V-/ f C /}UaSSA-.�2 �jcCq vw ink
SEPTIC TANK CAPACITY Do a4
LEACHING FACILITY: (ty 00!Fd I I t%�1 yr, Chtl ht size)���''I��'�I�ti 5
NO.OF BEDROOMS
BUILDER OR OWNER N�M� I Jr►�e�5
PERMITDATE: II" — 9 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �(�- Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 eet of leaching facility) n� Feet
Furnished by tour
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u s �
S U�
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i
J �OWN OF BARNSTABLE 0
LOCATION SEWAGE #
VILLAGE �T/? 57 �/� ASSESSOR'S MAP & LOT '�i�''
ME INSTALLER'S NA &PHONE NO. C/4� l-1 V65SA- e 6-6q-uA-4inq
SEPTIC TANK CAPACITY F,A �� /-}' /
LCHING FACILITY: ( `�dO�i'i4 1116ACA1 Ch/!t1 size) 60 I JA,
NO.OF BEDROOMS—
BUILDER / � �//
BUILDER OR OWNER N"A l /4
PERMITDATE: II— i —ff COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I► Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) ff Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within 300 eet of leaching facility) A6 Feet
Furnishedby towy\ N-e EiQmee► (4
13 (
53
o3= 6d'` /�3= 63'
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�� �� � � � 7
7�3i/7
No. 1f . ,, Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
"\ Zipplitation for �Di5p0ai *p5tem Com9truction Vermit
Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) Komplete System El Individual Components
Location Address or Lot No. q- � v t'1C.t�} S j Owner's Name,P ddress and Tel.No. 0 r1 9 ale
- �i9YLI-�S^H/j art Ai.Ti lhtetrni n Assessor's Map/Parcel ( �� t Cook C ' , 00 fo B'
O '1/
Installer's Name,Addre s,and Tel.No. CO, Ot VO 5 Designer's Name,Address and T 1.No.
257 Acdmer Ake- ;og svo- `34 brow" Gn-� e_a:rt 4iftZI 44—
Type of Building:
Dwelling No.of Bedrooms Lot Size 0L4 —Ssq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures rr�
Design Flow gallons per day. Calculated daily flow "t'o® gallons.
Plan Date t Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been ' uedc this d of Health.
Signed Date �,
h9
Application Approved by Date 7Z
Application Disapproved for the following reasons
Permit No. r 19 V Date Issued '
Fee
ff;f-' 1 °t , Entered in computer. V
THE COMMONWEF MASSACHUSETTS
s t Yes
t /Appihication
BLIC HEALTH DIVISION -TOWI�OF BARNSTABLE, MASSACHUSETTS
01p�pricatiou for Migogaf *p5tem Construction Permita Permit to Construct(�)Repair( )Upgrade( )Abandon( ) �J complete System ❑Individual Components
Location Address or Lot No. ati L Z f'f 1L�l 1 S j Owner's�1a�,4 ddr reess and Tel.No. ark Pr
�Ca r l Tf ►')i e van i
Assessor's Map/P cel 2y �C C CT, 5 :00
Installer's N�,ne,Address and Tel.No. C'aiv ct VO� Designer's Name,Address and 10.No.
7.57 Palmer ilie 60$ 5L10- `3� 3 boc,lu Ca 1�C�-t f£lLl�lC�
fC1((n\0Q j h AMU,
Type of Building:
Dwelling No.of Bedrooms Lot Size 14�'�sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
F Design Flow gallons per day. Calcul led daily flow 4�& gallons.
Plan Date l �1 Number of sheets Revision Date
Q
Title
Size of Septic Tank Type of S.A.S. �'oo1
Description of Soil ew
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 Certifi-
cate of Compliance has been is ue 4 t�is l d of He th. ' /99
Signed (mil/ ` Date
Application Approved by y Date F N
Application Disapproved for the following reasons
Permit No. =r'7 Date Issued
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (compliance ;
THIS IS TO CERTIFY, that the On-site Sewage Disposa S stem Constructed(X)Repaired ( )Upgraded( )
Abandoned( )by C stem
F Xc« vuT i*
at 1�;o�t� 57.,p e► C COT ¢ 1N, ✓�S��1h��" has been cons ate in ac ance
with the provisions of Title 5 and the for Disposal System Construction Permit No. - Sya dated Z
Installer Designer J ,^
The issuance of this permit sh 11 of a cojn�strued as a guarantee that the t w ll functio desi e ! 1 ��
Date t " 1 Inspector ` ��i a �� �1+ /1 ✓,4-�
` No. f ----------------------------Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mi5pozal *pgtem Construction Permit
Permission is hereby granted to Construct(�)Repair( )Up rade( )Abandon( ) I
System located at !Ol S ! 2 fin/r,. I
I
.. r
�r • ;,
and as described in the above Application for Disposal System Construction Permit. The a}pTganttgec'pi gf�g f"7
es li &eddu y 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 th' ,B6 .
Date: ��''� / ,� Approved b �%�' LE�/�'"/
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ENVIROTECHLABO.RATORIES,INC.
MA CERT NO.:M MA 063
449 Me.130
Sandwich, MA 02963
508(888-6460) 1-800-339-6460
FAX(908)888-6446
CLIENT. Hamilton Homes LOCATION: Parcel 2
ADDRESS: PO Box 1224 High St
Hyannis MA 02601 W Barnstable MA
COLLECTED BY. D Pennini/DA Scannell SAMPLE DATE. 8-3-99
SAMPLE TIME. 4:00
WATER SAMPLE TYPE. New Well DATE RECEIVED: 8-4-99
LAB I.D. #. 998065
WELL SPECS.: 119,
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Coliform bacteria /100ml 0 0 9222 B 8/4/99
PH pH units 6.5-8.5 6.26 4500 H+ 8/4/99
Conductance umhos/cm 500 94 120.1 8/4/99
Nitrate-N mg/L 10.0 0.22 300.0 8/4/99
Sodium mg/L 28.0 9.8 200.7 8/4/99
Iron mg/L 0.3 < 0.02 200.7 8/4/99
Manganese mg/L 0.05 < 0.002 200.7 8/4/99
Volatile Organics ug/L See Report ND EPA 524.2 8/15/99
ND= None Detected
COMMENTS: pH is below recommended limit and may have corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
lia-a S Date Z3 f
Ro Id J. Saari
Laboratory Dire#or
<=less than
>=greater than
TNTC=too numerous to count
Page 2 of 3
R.I. Analytical Laboratories, Inc.
CERTIFICATE OF ANALYSIS
Envirotech Laboratories, Inc.
Date Received: 8/05/99 Approved by:
Work Order# 9908-07208 R.I. Ani"
l
Sample#: 001 I
SAMPLE DESCRIPTION: 998065 2 HIGH ST 8/3/99
SAMPLE DET. 1ANALYZED
PARAMETER RESULTS LIMIT UNITS METHOD DATE/TIME ANALYST
Volatile Organic Compounds
Bro_ttodichloromethane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Bromoform <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Dibromochloromethane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Chloroform <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Benzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,2-Dichloroethane <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
Trichloroethene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,1-Dichloroethane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,1,1-Trichloroethane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Bromobenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Bromomethane <10 10 ug/l EPA 524.2 8/15/99 18:17 RAM
Chlorobenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Chloroethane <5 5 ug/l EPA 524.2 8/15/99 18:17 RAM
Chloromethane <5 5 ug/l EPA 524.2 8/15/99 18:17 RAM
2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
4-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Dibromomethane <2 2 ug/l EPA 524.2 8/15/99 18:17 RAM
1,3-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,2-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
trans-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
cis-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
Methylene Chloride <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,1-Dichloroethene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
l,l-Dichloropropene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1.3 Dichloropropene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
2,2-Dichloropropane <0.5 0.5 ug/t EPA 524.2 8/15/99 18:17 RAM
Ethylbenzene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
Styrene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,1,2-Trichloroethane <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,1,1,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,1,2,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Tetrachloroethene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
Page 3 of 3
R.I. Analytical Laboratories, Inc. /
CERTIFICATE OF ANALYSIS
li
Envirotech Laboratories, Inc.
Date Received: 8/05/99 Approved by:
Work Order# 9908-07208 R.I. i-
Sample#: 001
998065 2 HIGH ST 8/3/99
SAMPLE DET. ANALYZED
PARAMETER RESULTS LEMT UNITS METHOD DATE/TIME ANALYST
1,2,3-Trichloropropane <0.5 0.5 ug/1 EPA 524.2 8/15/99 18:17 RAM
Toluene <0.5 0.5 ug/1 EPA 524.2 8/15/99 18:17 RAM
Xylenes <0.5 0.5 ug/t EPA 524.2 8/15/99 18:17 RAM
1,2-Dibromo-3-Chloropropane <10 10 ug/l EPA 524.2 8/15/99 18:17 RAM
Bromochloromethane <1 1 ug/l EPA 524.2 8/15/99 18:17 RAM
n-Butylbenzene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Trichlorofluoromethane <0.5 0.5 ug/1 EPA 524.2 8/15/99 18:17 RAM
Hexa:hloroburadiene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Isopropylbenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
p-Isopropyltoluene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
Naphhalene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
n-Propylbenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
sec-Butylbenzene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
tert-Butylbenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAN(
1,2,3-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,2,4-Trichlo robe nzene <0.5 0.5 ug/I EPA 524.2 8/15/99 18:17 RAM
1,2,4-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 8/15/99 18:17 RAM
Methyl Tertiary Butyl Ether <1 1 ug/I EPA 524.2 8/15/99 18:17 RAM
n-Hexane <10 10 ug/l EPA 524.2 8/15/99 18:17 RAM
BLrgRnraTES RANGE EPA 524.2 8/15/99 18:17 RAM
4-Bromofluorobenzene 118 80-120% EPA 524.2 8/15/99 18:17 RAM
1,2-D:ichlorobenzene-d4 103 80-120% EPA 524.2 8/15/99 18:17 RAM
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No.l_�_
BOARD OF HEALTH
TOWN OF BARNSTABLE
Application-*rlVell ConfitructionA9ermit
Application is hereby made for a permit to Construct (-I, Alter ( ), or Re air ( )an individual Well at:
6 57— --
Location — Address Assessors Map and Parcel
�Q riw r��+w o avt t�-- ----- o r c� �4 � q •
Owner Address
- I - ----_-------------------- -- - - -- - -- - ------------
Installer Driller Address
Type of Building ASSESSORS MAP NO:
Dwelling------ ------------------------------------------------
---------- Ng �
Other - Type of Building----------------- e� ..--------
Type of Well 9 �1`*'c ----- -- ------- - Capacity--------------------------------------
Purpose of Well--Q-""!'`-�S ``------
'a -'-- - -----
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
Signed
�).-" - ---- -----------_ - L -----
date
Application Approved By --- - -�----- ., I ? -
--� date
Application Disapproved for the following reasons: -------------------------------------------------
-- - -- ------------------ -------
date
Permit No. !� ( t� —--- Issued-- - - ---— - -------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(C ertif irate ®f (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( )
nstaller
at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. �' `� ated 9
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE---- - Inspector---=----------- -
Fee-----------�---------
'BOARD OF HEALTH-
TOWN OF BARNSTABLE
'application`-*rVell CoOtruttion jermit,
Application.is hereby made for a permit to Construct(-1, Alter ( ), or Re air ( )an individual Well at:
Location AddressAssessors Map and,.Rarcel
4
//y� Owner Address
1�/ SC -_Installer Dollar___,__-- ---- — erq- s -- I
Type of Building
Dwelling----= ---------- -
Other : Type of Building----------- ------ -----=-- No. of Persons___- --— --- '
Type of Well Capacity--- — -- -- — - ———
E Purpose of Well `—'S `
Agreement:
( The undersigned agrees to.install the aforedescribed individual well in accordance with the provisions of The j
Town of Barnstable Board of.Health Private Well Protection Regulation - .The undersigned further agrees not to
place the well in operation until a,Certificate :of Compliance has been issued by the Board of Health.
Signed —
date
Application Approved By-4
date
Application Disapproved for the.following reasons: ----------=— ------------ --= _—_
— - — ---
• date
JAll 47
�
0.Permit N . `Issued date .
�w�a?�'!�k.sa'►.ta'BiTa Niea?R4iataw.sotwlEaiti»ea%ee+�ss:as�seoedtasossa4saews�re.ea.seacaeseaomoa�et.ssasaseaoeBr�am.4asaom�u�.o+`�6saos�Rs�e-assasoeaawoa!raeaeasaro4:4:aa•,,•-nvs.'."'.�
f
BOARD
HEALTH-,
O F ,
f TOWN OF BARNS.TABLE ;
c�ertifitate Of. Compliance
THIS IS TO CERTIFY That the Individual Well Constructed( �)' Altered ( ) or Repa>sed
i
- !• . to
nn \\ ns Iler
�J ; S7'
— � � ! — -------
has been.installed in accordance with the provisions'of the Town of Barnstable Board of Health Private Well Protection
/ A
;Regulation as described m the application for Well Construction Permit No. °00' ` Dated -- -
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT,BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION:SATISFACTORY.
DATE—__- - -- — Inspector--------- --" = --=--
s
.eaeJe:!:..�e�cse.+f�iy�arcectaeaeisaKscaa+�s_,ia.raeraeasateV9aeh �_� eae®�r:e.eae�.saw a%iac`eii�e'aeaetra.Ma:a.s�. .e....�rC._...i+.�s^•.eVtir�ar 3.�1V4:s.a:.��6�•sle�ea•a�.:�a.y.
-- - BOARD OF HEALTH -
f TOWN OF BARNSTABL,E
Derr c�ou�tructonermit
No. 4N Fee
Permission is hereby granted C "' f --=-- -- — —_
..
to Construct ( ✓f-Alter( ), or Repair ( ) a +If�div' 1 Well at: -
No. �U�cr I L �rC�. S7` ��-- - 4� - - - — ---------
street
as shown on the—npli ation;fox a.WeII Construction Permit
r
f No._ Dated— - -__-
--
'.
tom,-----
Q� Board of Health
• DATE- �/ 'r'�^'` �
T.O.F. AT EL. 112.50' SEPTIC PROFILE TEST MOLE LOGS
L G EN D I ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
SEPTIC DESIGN: NOT ALLOWED
l 00.0 PROPOSED SPOT ELEVATION (GARBAGE DISPOSER IS ) •: ACCESS COVER (WATERTIGHT) TO D.A. OJALA, SE
: /_ WITHIN 6" OF FIN. GRADE ENGINEER:
DESIGN FLOW: 4 BEDROOMS ( 110 GPD) = 440 GPD /�.11.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM ED BARRY
100x0 EXISTING SPOT ELEVATION USE A 440 GPD DESIGN FLOW 110.0 WITNESS:
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: DUNE 17, 1999 I.
440 2 880 - FOR FIRST 2'
/� <2 MIN/INCH
I-'- SEPTIC TANK: GPD (_) 109.0 1500 / 3' MAX. PERC. RATE _
0.-01'� PROPOSED CONTOUR PROPOSED /
USE A 1500 GALLON SEPTIC TANK
- EXISTING CONTOUR 108.68' GALLON SEPTIC 108.43' 107.0'
Rq�,
-- 100 --- TANK H- 10 , CLASS I SOILS P# 9454 Tf sq v�4,
LEACHING: ( ) GAS
2(39 + 10.83) 2 (.74) _ 147.5 71 BAFFLE TO6.67' �� 106.5 C7 E3 ED 0 0 E7 C7 0 E
SIDES:
39 x 10.83 (.74) - 312.5 ( 2 % SLOPE) 1 6" CRUSHED STONE OR MECHANICAL `� 106.17' [] (� [�] C] [] [a [� 4 3' I HIGN STREET 4��
BOTTOM: COMPACTION. (15.221 (21) [� C7 [� C� C7 C� !� C7 ELEV. ELEV. o
TOTAL: 621 S.F. 46O GPD DEPTH OF FLOW 4' oo� Ln
`t3 2 Ca [� C7 C] C3 C7 [� C] CJ o 10�4.17 1 2 Locus
( 2 � SLOPE) >� 0" 110.1 0„ Q 110.1'
USE (4) 500 GAL LEACHING CHAMBERS (ACME OR TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE Ap - Ap
EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS INLET DEPTH = 10 '
" LS LS
14 5.57'
OUTLET DEPTH _ 8" 10YR 6/3 81, 1OYR 6/3
LOCATION MAP
B B
FOUNDATION--
16' SEPTIC TANK 76' D' BOX 21' LEACHING
FACILITY LS LS ASSESSORS MAP 110 PARCEL 2
BOARD OF HEALTH \ 1 36 10YR 6/6 107.1 36 1OYR 6/8 107.1' ZONING DISTRICT: RF
MA 98.6' Cl Cl YARD SETBACKS:
APPROVED DATE SPEE �� M-F POCKETS SILT FRONT = 30'
LIMIT POCKETS SI LS ®PERC MF/LS 10%
SIGN 78LLT 2.5Y 7/3 COBBLES SIDE = 15'
\ 2.5Y 7/4 REAR = 15'
66" PLAN REF. - 130/90
O
\ C2 FLOOD ZONE: C
00
0)\ O MS C2
"'
UTILITY �. 2.5Y 7/4 M/COS
POLE 0 2.5Y 7/3
u Q 138" 98.6, 132" 99.1'
NO WATER ENCOUNTERED
ALTERNATE BENCHMARK: CO
Q ��
STAKE AT EL. 111.82'
�I NOTES.
PRO OSED WEL
APPROXIMATED FROM SAND. QUAD
1. DATUM IS
O \ EXISTING 2. MUNICIPAL. WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
\k `\ WELL 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
O 5. PIPE JOINTS TO BE MADE WATERTIGHT.
` �L-
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
W o \ �� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING. ,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
\j 0) Qa 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
- INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
. - --- - 'V ` FROM BOARD OF HEALTH,
POS 0 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
��BENCHMARK: STAKE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR j
AT ELEVATION 113.83' - TO COMMENCEMENT OF WORK.
i
11 . ALL KNOWN POTABLE WELLS ARE GREATER THAN 150' TO LEACH
�p \ FACILITY
12. PROPOSED WELL IS GREATER THAN 150' TO LEACH FACILITIES
p TH 2 1P �� x
PROP. 4 BR ,
DWELLING
f /1
/ o
rn TF = O
o 71 112.5' - � SITE AND SEWAGE PLAN
1 110.3 `' ,� OF PARCEL 2 HIGH STREET
t , J /
IN THE TOWN OF:
24 , 0 K o
N WEST BARNSTABLE
PREPARED FOR: HAMILTON HOMES
� O
TF tl / A>
IN
�O O 30 0 30 60 90
\ 5r'
s• / O
6)
SCALE: 1" 30' DATE: JULY 19, 1999
O
ar LOT AREA '.. �X1t% OF BAN ar ,�..
190,425 SFt a�� �� o�� AANE
4.37 ACRESf jam, AR cuatA H Q� H.
OdALA
CIVIL
No.90782 0, Na.2ti34�
�OQ�Q- °�f9f tEREG\��`Q
11 /0 P\' �5' �1G1,.,�.�o•a_ or ,�,.is.��r�+,rs�. ARNE H. OJALA, P.E., P.L.S. DAT
� ,�0� M(c.c� . s,a.1•+b ZrAk a.�
off 508-362-4541
fox 508 362-98W it
down cape engineering, inc.
, CIVIL ENGINEERS
`x / LAND SURVEYORS
!(/ < . .. •. 939 main st. yarmouth, ma 02675
0\1
99- 14 >
.. -'--
III .-_ .____...__._. .._._._...