HomeMy WebLinkAbout1050 MAIN ST./RTE 6A(W.BARN.) - Health 1050 MAIN ST. ,W.BARNSTABLE
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ENVIROTECHLABORATORIES,INC.
MA CERT.NO.:M-MA 063
449 Me. 130
Sandwich, MA 02963
508(888-6460) 1400 339-6460
FAX(908)888-6446
CLIENT: Leonard Holtman LOCA77ON: Lot A
ADDRESS: c/o The Bornstein Co 1050 Rte 6A
297 North St W Barnstable MA
Hyannis MA 02601
COLLECTED BY. Desmond Wells SAMPLE DATE. 3/9/2000
SAMPLE TIME: N/A
WATER SAMPLE TYPE. New Well DATE RECEIVED: 3/9/2000
LAB I.D. #. 0003120
WELL SPECS.: 4"x 80' +/-
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Colifonn bacteria /100ml 0 0 9222 B 3/9/2000
pH pH units 6.5-8.5 5.64 4500 H+ 3/9/2000
Conductance umhos/cm 500 188 120.1 3/9/2000
Nitrate-N mg/L 10.0 2.80 300.0 3/9/2000
Sodium mg/L 28.0 17.8 200.7 3/10/2000
Iron mg/L 0.3 0.011 200.7 3/10/2000
Manganese mg/L 0.05 0.009 200.7 3/10/2000
Volatile Organics See Report.
MTBE ug/L 70.0 0.8 EPA 524.2 3/9/2000
Tdchloroethane ug/L 200.0 0.7 EPA 524.2 3/9/2000
COMMENTS: Low pH indicates high corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
Date_I
ona/d J. S ri
Laborato irector
<=less than
>=greater than
TNTC=too numerous to count
i
'GROUNDWATER Groundwater Analytical,Inc.
P.O.Box 1200
ANALYTICAL Buzzards
Main Street
Buzzards Bay,MA 02532
Telephone(508)759-4441
FAX(508)759-4475
March 10, 2000
Mr. Ron Saari
Envirotech Laboratories
449 Route 130
Sandwich, MA 02563
Project: Holtzman/Lot A Rt. 6A
Lab ID: 31953
Sampled: 03-09-00
Dear Ron:
Enclosed is the Volatile Organics Analysis performed for the above referenced project. This project
was processed for Rush turnaround.
This letter authorizes the release of the analytical results, and should be considered a part of this
report. This report contains a project narrative indicating project changes and non-conformances, a
brief description of the Quality Assurance/Quality Control procedures employed by our laboratory,
and a statement of our state certifications.
attest under the pains and penalties of perjury that, based upon my inquiry of those individuals
immediately responsible for obtaining the information, the material contained in this report is, to
the best of my knowledge and belief, accurate and complete.
Should you have any questions concerning this report, please do not hesitate to contact me.
Sincerely,
Jonathan R. Sanford
President
J RS/awc
Enclosures
GROUNDWATER
ANALYTICAL
EPA Method 524.2
Volatile Organics by GC/MS
Field ID: 0003120 Laboratory ID: 31953-01
Project: Holtzman/Lot A Rt.6A QC Batch ID: VM4-1291-W
Client: Envirotech, Inc. Sampled: 03-09-00
Container: 40mL VOA Vial Received: 03-09-00
Preservation: HCI/Cool Analyzed: 03-09-00
Matrix: Aqueous Dilution Factor: 1
Page: 1 of 2
on
7,GASumker =Dichlorod fluorolmethane ConcenBRl �, . ` Units _„gpt►0n5
�Umt
5-71-8 I
74-87-3 Chloromethane BRL ug/L 0.5
75-014 Vinyl Chloride BRL ug/L _ . 0.5
74-83-9 Bromomethane BRL ug/L 0.5
75-00-3 Chloroethane BRL _ ug/L 0.5
75-69-4 Trichlorofluoromethane BRL ug/L _ 0.5
75-35-4 1,1-Dichloroethene BRL ug/L 0.5 _
75-09-2 Methylene Chloride BRL _ ug/L 0.5 _
156-60-5 trans-1,2-Dichloroethene BRL _ ! ug/L �0.5��
1634-044 Methyl tert-butyl Ether(MTBE) 0.8 ug/L 0.5 I
75-34-3 1,1-Dichloroethane BRL ug/L 0.5
590-20-7 _ 2,2-Dichloropropane BRL _ ug/L 0.5 _
156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5
74 97-5 Bromochloromethane _ BRL ug/L 0.5
67-66-3 Chloroform _ _ _ BRL- ug/L _ 0.5_
71-55-6 1,1,1-Trichloroethane _ t 0.7 ug/L 0.5_
56-23-5 Carbon Tetrachloride -� BRL ug/L 0.5
563-58-6 1,1-Dichloropropene BRL _ ug/L 0.5
7143-2 Benzene _ BRL ug/L 0.5
107-06-2 1,2-Dichloroethane BRL ug/L 0.5
79-01-6 Trichloroethene BRL ug/L 0.5
78-87-5 1,2-Dichloropropane BRL ug/L 0.5
74-95-3 Dibromomethane BRL ug/L 0.5
75-274 Bromodichloromethane BRL ug/L 0.5 _
10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5
108-88-3 Toluene BRL ug/L 0.5
10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5
79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5
127-184 Tetrachloroethene BRL ug/L 0.5
142-28-9 1,3-Dichloropropane BRL ug/L 0.5
124-48-1 Dibromochloromethane BRL ug/L 0.5
106-934 1,2-Dibromoethane BRL ug/L 0.5
108-90-7 Chlorobenzene BRL _ ug/L, 0.5
630-20-6 1,1,1,2-Tetrachloroethane BRL ug/L 0.5
100414 Ethylbenzene BRL ug/L 0.5
108-38-3/10642-3 meta-Xylene and para-Xylene BRL ug/L 0.5
9547-6 ortho-Xylene BRL ug/L 0.5
10042-5 Styrene BRL ug/L 0.5
75-25-2 Bromoform BRL ug/L 0.5
98-82-8 I sop ropylbenzene BRL ug/L 0.5
108-86-1 Bromobenzene BRL ug/L 0.5
79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 0.5
Groundwater-Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA-02-532
GROUNDWATER
ANALYTICAL
EPA Method 524.2 (Continued)
Volatile Organics by GC/MS
Field ID: 0003120 Laboratory ID: 31953-01
Project: Holtzman/Lot A Rt.6A QC Batch ID: VM4-1291-W
Client: Envirotech, Inc. Sampled: 03-09-00
Container: 40mL VOA Vial Received: 03-09-00
Preservation: HCI/Cool Analyzed: 03-09-00
Matrix: Aqueous Dilution Factor: 1
Page: 2 of 2
o r �s
CAS Numberl , ��' sAnalyte�w�„. _ Concentration x �^� � Un'�tsr*,Reporting=Umit
96-184 1,2,3-Trichloropropane _ BRL ug/L 0.5
103-65-1 n-Propylbenzene _ BRL ug/L 0.5�
9549-8 2-Chlorotoluene -_ BRL ug/L 0.5 j
108-67-8 1,3,5-Tri methyl benzene BRL ug/L 0.5
106 43 4 4 Chlorotoluene BRL ug/L _ 0.5__
98-06-6 tert-Butylbenzene BRL _ ug/L 0.5 _ I
95-63-6 1,2,4-Tri methyl benzene _ BRL _ _ ug/L 0.5.
135-98-8 sec-Butyl benzene _ BRL ug/L 0.5
541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5_
99-87-6 4-Isopropyltoluene _ BRL, ug/L _0.5
106-46-7 1,4-Dichlorobenzene _ BRL _ ug/L
95-50-1 1,2-Dichlorobenzene _ BRL ug/L 0.5
104-51-8 n-Butylbenzene BRL ug/L
96-12-8 1,2-Dibromo-3-chloropropane_I _ BRL ug/L 0.5 _
120-82-1 1,2,4-Trichlorobenzene _' _ _ BRL _ _ I _ug/L_ _ 0.5 i
87-68-3 Hexachlorobutadiene _- _ -- BRL—-- __- — ug/L _ 0.5
91-20-3 Naphthalene_ BRL ug/L 0.5
87-61-6 1,2,3-Trichlorobenzene _ BRL ug/L 0.5
. 'QCsurrogateCompounds � � R W101,040
- C'Ltm�ts' ~_`
1,2-Dichlorobenzene-d4 101 % 70-130%
4-Bromofluorobenzene 109 % 70- 130% J
Method Reference: Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA,
EPA-600/R-95/131 (1995). Method Revision 4.0. Analyte list as derived from 40 C.F.R. 141.40 and
40 C.F.R. 141.61,and additional analyte MTBE.
Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest
concentration that can be reliably quantified under routine laboratory operating conditions.
Reporting limits are adjusted for sample dilution and sample size.
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532-_ -
ASSESSORS MAP NO•
No ---------------- PARCEL NO: ICJ 9 -- fJ Fee-yS---------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Applicat ion for Melt Congtruct ion Permit
Application is hereby made fora Vrmit to Cons t ( <Alter ( ), or Repair ( )an individual Well at:
- ------------------------------------
Location — Address Assessors Map and Parcel —
Owner Address
Installer — Driller Address
Type of Building
Dwelling------= ---------------------------------------------------
Other - Type of Building ------ No. of Persons----------------------------_—_______
Type of Well � ���L --- -- Ca acit
Purpose of Well G =--- ——— -
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 OCompliance has been issued by the Board of Health,./
Signed -- — ----- - —. --`� ----
�— date
Application Approved B
date
Application Disapproved for the following reasons: -----------=-----------_______—_
— --- - -- ---- - - ----------------------
date
i
Permit No. �"— ®�� -- -- Issued--- "' P — ---— ----
date �
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate ®f (Compliance
THIS IS TO CERTIFY, That the Individual Well o struc ( a, Altered ( ), or Repaired ( )
by------ - -gam�% � � _--
��-- -----
install
at
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
i
Regulation as described in the application for Well Construction Permit f'!- ''A -Dated- `-=_Z�'
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE--- — - - Inspector------— --- —--- --
No. --�Q _D�-i� . i Fee--.d/-
BOARD OF HEALTH
TOWN OF _BARNSTABLE
ApplicationAr Well,Cootruction j3ermit
Application is hereby made'forJ a 'it to Cons t Alter ( ) or Repair ( )an individual Well at:
/OS2a f� 4' G'q
// /Lo/canon Address // Ass ssors Map and.Parcel
hC'G/7lcn s� TirO��Z h7/I is I Cu G u/ !Y/I�/di�il�C-n./`� /!�d✓ �fi /+
Owner ;,� Ad ress
Installer - Driller Address Q
Type of Building ✓ J
Dwelling-- -------------------------------—---------------
Other - Type of Building------------------------------- No. of Persons------------------
'`J ' - Capacity XI/ l��Jf.B
Type of Well- ----- ------- -:----------- P Y---------- y�--------------
Purpose of Well-
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 . f Compliance has been issued by the Board of Health.
Signed -------`-�- ------- --�-T—�-----
date
Application Approved B -- —� - ----- L ° ---
date
Application Disapproved for the following reasons:—=-----------------=----------;----------- ----
-- --- -- - — —_—----------------
,„ date —
Permit No. �-- , -=- ---- Issued--- -— ------------
date
itlNif.N�lbT�l�lititiiTi9i1!i�ilGN!'�li�i9iPe.�'jilifd!�6liifr'sNiJY944i0asYfiKfiNNNASi9+liNS64ifiK2►1i4i9i'4.i!S!�r696N2F91T�?49Y6.Ti2YSbt_-'!4:A9i144F'MF�' ��iliti 9!i4Ylc.
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate (Of Compliarite
THIS IS TO CERTIFY, That the Individual Well onstructe ( ), ltered ( ), or Repaired ( )
by---- �-���� ----� ------------ -
-------- -----
--------- --
Install
at— - - _L -
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 Permi4 - ! - Dated ! '-
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE---- — —- -- Inspector-- ------ - -- —----——
y
?f i'Ps'!a!69i8'itbty.9iTl:!♦N9eli9G4i.f69i1i9c9,i939i9b 969iii2Y409ePi9iYiRag89i!�bOYle�!Y969�^!60i19Blbliitl9i5Rbf:4}blL9b4if640liiilbl'!C!.�BISt'>4i9i'!�iilLtG9fr.�YROlG+aliT�49i9i!i!�alB�L%!moo
BOARD OF HEALTH.
TOWN OF BARNSTABLE
Melt Congtructionj3ermit
No. f"4 ='--eo Fee
Permission is hereby granted — —__---
to Construct ( ) Alter ( or R`gpair( )n Individual Well.at:�° �pf
^-
No. - ---- -� ! — ram--'
Street
as shown on the application for a Well Construction Permit
No. ----- - Dated-- - -' --rZ'----1'r -- -----------
r Board of Health
DATE —
Town of ffitrnstable P��
Department of Ileallh,Safely,and Environmental Services
�oFY ►o, Public Health Division Dale
367 Main Street,I Iyannis MA 02601
OARNSTARLK '^
r639•
Uate Scheduled /� Time Fee I'd. ,
c.'=ifl sair.•ros� ��:� ;.t�' I
#.,a.i�,31•.:�. i Soil' uit�Uility Assessrne�zt fv��'Servage.:D_ sposcil.
how" c.APr
I 1'erformcdHy:�RN)El �.-�. � pls; .eN6-\NC�JP&Wilncsscdl)y: .�oNNA % 1(ZAt�I' CBOH)
LOCATION && 611f', .I.FIZAI, ]NI+OItMA`r!ON
Location Address lv 1O / o-� V ON ncr's Name �pNAZ� -T Z 1N
toovvvv! l�� Address
K�J.-�J DOWN CAPE E&)&N^KrRLNJ
Assessor's Map/Parcel: M 1�t?j �LL q�-� Engineer's Name "\N Sj pi-M
NEW CONSTRUCTION t✓ REPAIR 'l"elephone 11 508 U L - 4 5 41
Land Use Vft"G,4^+7-- Slopes(%) 0- 5 Surface Stones
Distances from: Open Water Body Il Possible We(Area -A.:zoo Il Drinking Water Well 1 q S it
Drainage Way Il Ploperly Line �� Il Othcr Il
SKETCH: (Street name,dimensions of lo(,exact locations of lest ho s K Pere tests,I ale wellands in proximity to holes)
r✓x�sr• Y
vJrWLL
'PC L "A , ,
.i PT5 H 13 1=11, 4 8
� � T
-Z I2 9.9�,; sz•s y •TM
o
U 702
P4&r To 6CALL
r f-
F
Parent material(geologic) 1, da fft% S Depth to Bedrock 7U0,
Depth to Groundwater: Standing Water in Ilole: W*A-'0-0& Weeping from Pil Pace
it
Estimated Seasonal high Groundwater 180
ll>✓`I CZ It�A't I(�l i 'Ult>SI✓AS N I, IftG' 'VVA�"EX2.TABLE
Method Used:
Depth Observed standing in obs.hole: 1�$ in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: _in. Groundwater Ad•ustmen( i ft it
Index Well H 'V Rending Dale: Index Well level_ �� Adj.factor Adj.Groundwater Level 1E30
25� .
:�XIC1,F� AM
• _ _ lZ��gt.� �8:30
Observation l�t>•+T !e
Hole N Time it 9"
ir. p N. }. •
Dcplh of Pcrc •'1'itic at G„3. .y13.05
Start Pre-soak Time @ O 00 Q;00 Time(9"-V)
End Prc-soak 15.00 I15.00
Rite Min./Inch 54-Y 20 rv.M 4-Z v►.�N�th
Site Suitability Assessment: Site Passed V Site failed: Additional Testing Nceded(Y/N)
Original: Public Fleallh Division Observatjoo Hole Data To Be Completed oil Back j
Copy: Applicant
t
llEL+'I' OI3S 1tVATION II0LI•J LOG tit# 7141
Depth from Soil Ilorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munscll) Molding (Slructore,Sloncs,noulderes.
Consistent % 'ravel
o-G A t_5 toy(-3/3 _
6 .36 3 51 LT LOAM 5 y 6/'b
G\ 5%LT L.VAM 5y &/-.0 VN4V 1Thj5L[: jL6M0
^n Aroo
Ty t th 2 4FM 'SYb�y
WA19YL Ar 16.6'
DEEY:OBSERVA.TION ROLE LOG IIo1C # "T�-12-
Depth from Soil Ilorvoll Soil'rexture Soil Color Soil Other
Surface(in.) (USDA) (Munscll) Mottling (Slruclurc,Stoncs,noulderes.
Consistent % ravel
6 -3G SILT LOAnn 5Y 6/3
511.T t_o AM _95 y 6/4 u N 4V 1T143 Lr=_
log-a04 G2 Ma-SAND 2.5 y(./4 1t
. w,�3�hT lG•6'
llEEI' OBSE1tVA`I lON;HOLE LOG
Depth from Soil Horizon Soil'1'exlure Soil Color .Soil Other
Surface(ill (USDA) (Munscll) Molding (Slruclurc,Sloncs,Ilouldctes.
C nsi tent % 'ravel
4 ;UEEY OBSE VA IONJ-10LE LOG ' 1101C #
Dcplh Irnm .t Soil I lonzon Soil Texture ,Soil Color Soil (Mier
Surf.1cc(in.) (USDA) (Munscll) Mottling (Slruclurc,Stones,Ilouldcres.
Consist Cy
t —
I
Hood 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 OccurrinlYervious Material
;Does at least four feet of naturally occurring pervious material exist in all areas observed lhroug IOU the
;area proposed for the soil absorption,systeni?
ilf not,what is the deplh'of naturally occurring pervious material? r�IA
'Certification
I certify that on NOV��� (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,expertise and experience described in 310 CWt 15.017.
Signature �•� Dale
TOP FNQN. AT EL34.0 i
ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT)' 2" DOUBLE WASHED PEA5TONE EL3,lkyIEL, WITHIN 6" TO FIN. GRADE
33.0 MIN. 2% SLOPE REOUIREO OVER SYSTEM 0 MAX
MINIMUM .75' OF COVER OVER PRECAST
rLOCUS
PROPOSED ---RUN PIPE LEVEL 3• MAX
1,500 FOR FIRST 2' ' v /
GALLON SEPTIC Q
�ELJ 0
H-10 EL30A /
TANK (H- 10� GAS ,EL29.78
BAFFLE EL29.93 00000 oa oocl
bc,
6_CRUSHED STONE OR MECHANICAL a5. Q SD� 5• a�• O VyQ p
DEPTH OF FLOW = 4' COMPACTION. (1s.221 [21) 002.5' 4 ENDS ® ® ® ® 2.5' O ENDS `__ aG
T
REOUIRED TEE SIZES: 8 - PRECAST LEACHING CHAMBERS (FD 4 X 8-D FLOWDIFFUSORS) °J
INLET DEPTH = 10" MIN. BELOW FLOW LINE H-20 6
OUTLET DEPTH 14" MIN. BELOW THE FLOW LINE
3/4" TO 1 1/2" DOUBLE WASHED STONE
(SLOPE VARIES)
(7 MIN. SLOPE) ( 1 MIN. SLOPE) (7 MIN, SLOPE) 0 6'
FOUNDATION 10' SEPTIC TANK 23' D' BOX -'2' --30' (MAX) LEACHING FACILITY t1 8` s WEST BARNSTABLE
DB9 13.2'
5'/4'WOVAL REIX//RED IM',,• 70 16?".C- DEFP
';t BorTrau Cl LAYER �9 LOCUS MAP
SYS UEN PROFILE "INFER 7U /NSI GT CERnFY REiIOVAL HOLE LOGSs SCALE I" = 1000'
(NOT TO SCALE)
ADJUSTED GRQUNQ-WAURJa-Mla
r #181 ASSESSORS MAP 178, PARCEL 9-2
SEE SOIL LOGS
LOT A FLOODZONE: C, BARNSTABLE PANEL # ii
aoT roM of m2 EL ls. �,
NOTES SEE SOIL LOGS
� � �; 80,798 SFf
1, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS1 �� �/ l *ZONING DISTRICT: RF
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING #17 FRONT: 30'
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
SIDE: 15'
(1-868-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. #16� REAR: 15'
df:� i l
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 I *TO BE CONFIRMED BY BUILDING COMMISSIONER.
AND BARSTABLE HEALTH REGULATIONS. i
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM PLAN BY BSC GROUP, AUG. 5, 1987 , #10
4. DESIGN LOADING FOR ALL PRECAST UNITS ! r `7 #13 15
TO BE AASHTO-H10. _26- / i I J�9 �#
5. THIS PLAN 15 FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO i \#14� - ti
BE USED FOR ANY OTHER PURPOSE. -
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). - _
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. - 2 �� ---"�1122 --^ #9 #88.. LEGEND i
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT /. #7) EDGE OF
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �y WETLAND EXISTING WATER LINE
FROM BOARD OF HEALTH. Op/ I PROPOSED LOCATION
9, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. /� j
10. PIPE JOINTS TO BE MADE WATERTIGHT. PROPOSED 'A'ELL-'1 \ J EXISTING WELL j
11. WATER TEST D-BOX FOR LEVELNESS. ! i #i
GSo GAS SHUT OFF VALVE
12. FOUNDATION DRAIN MAY BE REQUIRED, DESIGN BY OTHERS. ABANDONED #6j BE LOCATED
13. NO KNOWN EXISTING OR PROPOSED WELLS WITHIN 150' OF PROPOSED TITLE 5 SEWAGE DISPOSAL SYSTEM.
14. WELL MUST BE DRILLED AND PASSING RESULTS OF WATER TESTING MADE AVAILABLE
`+, �� i #3 \_ _ �' EXISTING GAS LINE
TO HEALTH DEPT, PRIOR TO ISSUANCE OF BUILDING PERMIT 2�` - -' ---
-� - c `� � # i � � TO BE LOCATED
-��_ EXISTING PHONE LINE
#4 TO BE LOCATED
SEPTIC SYSTEM DESIGN DATA 1.
01 N ,,� �� \ EXISTING ELECTRIC LINE
30 yp u' N `fl \ �_
� TO BE LOCATED
SEPTIC DESIGN:IGN; (GARBAGE DISPOSER IS NOT ALLOWED) 0A
NUMBER OF BEDROOMS: 4 16' WIDE GRAVEL ACCESS DRIVE �9�p C EXISTING CABLE T.V. LINE
DESIGN FLOW: 4 BR x 110 G/D/BR = 440 G/D REFERENCE PLANNING BOARD ��� y� - TO BE LOCATED
USE A 440 G/P REQUIRED DESIGN FLOW SUBDIVISION APPROVAL
SEPTIC TANK:
440 G/D (2) = 880 c/o ��� F�� ' ' EXISTING CONTOUR
USE PROPOSED 1,500 GALLON SEPTIC TANK <ARAGE 30� DEPTH (in.') TH1 ELEVATION
`_AB= �'ks !-'`�,' +33.8 EXISTING SPOT GRADE
LEACHING: 3YEL.33. 6}5 �`� 0" A 33.8
AA = (1 + 11) (1 + 69) = 840 SF `�
6•93 PROPOSED` LOAMY SAND
4 4 DWELLING \ 10 YR 3 3 SOIL CLAS 11 (SANDY LOAMS, LOAMS) - - PROPOSED CONTOUR
'�0.00 y r., T.O.F.= s I 8" N ITA 33.3 PERC RATE: 16 MPI (20 MPI DESIGN)
PROPOSED CAPACITY 840 SF x 0.53 G/D/SF = 445 G/D O.K. <' ^,ti �' EL.34.0 6 x j3.3 PROPOSED SPOT GRADE
1� k i 3 T c /" SILT LOAM
°tiF, obi D 'r 5 4s 36" uli 30.8 SOIL TEST HOLE
Q 0 r, 9 SILT LOAM BOTTOM PERC: AT 174" EL.19.3 SEE TEST HOLE LOG(S)
Q�� � x�� �� k 5 � � 5 Y 6 3
hh. 32.92 ; 162" N"'�� 20.3 WATER AT 199" EL.17.2
4� BENCHMARK �� 2� ` ?1 � 2 �` REQ4ADE AS 57701fN MEDIUM SAND
STAKE A -"� 4-- 2.5 2.5 Y 6/4
�0Q� EL.32.92- ��u ?C�`�� PR0P051ZD 22Y PPApCCKETS pF 15.3
p. y P ,' Sk DY LOAM
(ASSUMED) -' 70' `` �; �-
!y ` F i 1,500 GAL.. S 'PAC TANK
EXISTING LEACHPIT �v DEPTH (in.) TH2 ELEVATION
(APPROXIMATE LOCATION) P O� ��t' ,� � PRC.►�' SAD 0" A 33.9
� \�-O-B00X(OB9J LOAMY SAND
OV 10 YR 3 3 SOIL CLASS: I (SANDS, LOAMY SANDS)
111T
�v 9L c� 6" N A 314 PERC RATE: < 2 MPI
PROPOSED RESERI•£ SILT LOAM
stilt ABsr.)?Pnav srsTEV 5 YT 13 down cape engineering, inc.
8 'ZONt7ffV5WS � ;; 36" 1 30.9
LOT 8 W7HJ5 6FSraWALGWG 7HES70E5� SILT LOAM BOTTOM PERT: AT 138" EL22.4 CIVIL ENGINEERS
25' OF Sr6WE AT TN£ENDS 5 Y 6/3
`o° 's 5'REx/OGAL RECX//RED 1CJB L 7t2 162"t DEEP MEDIUM
N A C2 24.9 WATER AT 198" EL.17.4 LAND SURVEYORS
0� MEDIUM SAND
:53 / rO BO)7W Cl LAYER 2.5 Y 6 4
32 �� j 5yo d� GERnFyRfMpyAL 2D4" TR S�&6F 16 g 939 main St. yarmouth, ma 02675
RR TIE QQ- / /�
RET WALL NOTE NO KNOWV EXISTING GW PR6POSED !IDLES WITHIN 150' a-PROPOS£L 77aE 5 SEWAGE 01-W SAL SYs7Ea/ WELL INFO: WELL #: SUW-252
WATER TABLE ADJUSTMENT: 1.5'
S DRAIN � f SITE PLAN ADJUSTMENT AT TH2: 17.4 + 1.5' = EL.189
MANHOLE 'TITLE 5 SITE PLAN
AS• ' PAV D - DATE: 6/15/99
ao•� �� DRI E SCALE: 1 „=40' ENGINEER: (DOWNANIEL A. OJEN SE, PLS
ENGINEERING)
OF LAND IN
DOWN CAPE ENGINEERING
Q // WITNESS: DONNA MIORANDI, RS WE T BARNSTABLE ,, MA
BENCHMARK __✓� EXCAVATOR: BORTOLOTTI CONSTRUCTION
EPK L.30A83 EXIST` ELL (APP (MATE TION) TEST
TO HOLE LOGS 0 RD HOLTZMAN
(ASSUMED) 30.83 34 �T SCALE PREPARED FOR LE NA
6
LOCATED AT 1050 ROUTE A
o `N OF 4f �H of WEST BARNSTABLE, MA 02668
j ARNE J o�� �H �, SCALE: 1 -40' DATE: 1 -20-00
BOARD OF HEALTH OJAL 1 A r}
d REVISED:
No. 4 v
�� A'�• MA
/6o A p v 2 40 0 40 80 120 Feet
•
'\
APPRQVED DATE
--
99-023 DATE ��";n;A;°s ARNE H.