HomeMy WebLinkAbout0310 REGENCY DRIVE - Health 310 Regency Drive
Marstons Mills
A= 064-058
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ko TOWN OF BARNSTABLE
ILOCATIO Z SEWAGE #
VVILLAGE�/ cf /�[��Gd ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. -yy�jf I w
� SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) j� (size)
NO. OF BEDROOMS_S PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER ,o
DATE PERMIT ISSUED: / r
DATE COMPLIANCE ISSUED: I— TY
VARIANCE GRANTED: Yes No
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21 Fps.
ti • THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
........... ---- .......OF....... 1. X-....................................
3 p Applira#iou for Disposal Works Tonstrurtiun Frrutit
Application is hereby made for a Permit to Construct (v/) or Repair ( ) an Individual Sewage Disposal
System at
----------------- ------------------------------------------------------------------------------------------------•-
cation- dress or Lot No.
_.. �. ..._... -LA r -•---•----••---•------•------------- ------33Q-----Y EP zaj---Am-&.�� ee/L
r dress
_
r
Installer Address
e of Building Size LoAff),_�. 4.-___.Sq. feet
Dwelling—No. of Bedrooms......... ................................Expansion Attic ( ) Garbage Grinder ( )
404 Other—Type of Building No. of persons
Showers ( ) — Cafeteria ( )
Q' Other fixtures -•----••----•-•-••-_-__--__. _
W De:sign Flow............... .t>___.._..._______..._..gallons per pers - 1perNday. Total daily flow____43:50..........................gallons.
WSeptic Tank—Liquid ca.pacitytX.Ogallons Length _.lam__.____ Width..5._W_ Diameter................ Depth.5_2_.-_
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No......_t----------.- Diameter.�_�_._D' ._.. Depth below inlet.�.0n._.___. Total leaching area.Q(P. ft
Z Other Distribution box ( Dosi g tank ( ) /� p�� � z-
Percolation Test Results Performed by- a t u �m____ Dated.-i..� :-_�S_�_&.._..._.
1.4
n A
i� Test Pit No. I......d:...___minutes per inch Depth of Test Pit.�._` ___....._ Depth to ground w er_:�-______--__--_.
0 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ..........•---------- ----------•-•-•--------•-- -•------•---_--___.______-•--•-•--___-------____----------------------
•--------------
•--------------------
0A� Description of SoilO..__-``moo....----(.( .� zl�,
W ....�/.'.:....1 ...___.AASK-C:LL_.. I.. d..............................................................................................
____ _ _ .Caj i'��8:�iiii _._.
x f5ES1Cl lfv� f=6�C;�fV`l= Fi MUST `! _.: .
V Nature of Repairs or Alterations—Answer when applicable...---IIVSTALE i i "AND CERTiFV 1v1-711': a
---•-•----••------------••-•••-----•••-•----•--•---------•--••••--•-•-•-•-•--•--------•----•------------------Tt-IE•SY d ivi'ilifiRS f1�ST°AhtEl3 llil i iC��.. .
Agreement: ACCORDANCE TO PLAN.
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of T I T 12 5 of the State Sanitary Code— The undersigne further agrees not to place the system in
operation until a Certificate of Compliance has Inen issued b the board i t .
Dates
Application Approved BY6IS,l .....
ate
Application Disapproved for the following reasons:..............................................................................................................
.................•--•------------•-•----.....-----•_...._.....-----------------------•----•-------------•._......------------------------------..__--------------•---...._.._..._.•-----...__...__---.._.
ate
Permit No. ��, _Z._...... Issued_........... 1. ��D......---
Date
t
No.._...ti:. Fizz ._............_.
a THE COMMONWEALTH OF MASSACHUSETTS
l BOARD OF HEALTH
.............c.1 (J) -r.........OF...... f� ��..�U�:..!c _ . ....................................
ApplirFation for Disposal Works Tonstrur#ion Errant
Application is hereby made for a Permit to Construct (�,/) or Repair ( ) an Individual Sewage Disposal
System at:
C' ca i n o r � ---------------------• ---- .......--•---••-••---•--------.........--_..._.
.... ..._•----------••5---••--- ------------------------------------ ----------------------
cation-r1 dress or Lot No.
•rr.� "�'`------1�1)1..�. - >l•---- ------------------------------------ -G130 7 Installer Address
< L*e of Building Size Lotr-E-_L-.JjA_....Sq. feet
U Dwelling—No. of Bedrooms._....2................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ___________________•-_____-- No. of persons......5,52................ Showers ( ) — Cafeteria ( )
a Other fixtures ------------------------------•• . -• .•-
w Design Flow.............. ...................gallons per person per day. Total daily
_ fl_ow....�1 ..........................gallons.
WSeptic Tank—Liquid ca acit ., llons Length h _ta Wldth._�._1. Diameter________________ Depth _,..../
x Disposal Trench—No. .................... Width..................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No._•_--_�............ Diameter_C_.G_).._. Depth below inlet_�.0........ Total leaching area_Q�:7 1 . ft.
Z Other Distribution box, ( ) Dosing tank ( ) J
'-' Percolation Test Results Performed by.(PP_O 4.4__-��(Ct n ? ``:�1 ���!_ o__ Dat At+�_ 1----------------
a Test Pit No. 1....._c�......minutes per inch Depth of Test Pit._ _"_______ Depth to ground w jer_.� .............
Test Pit No. 2................minutes per inch Depth of Test Pit..............._.... Depth to ground water........................
Description of Soil..- r-•-••-•LeX2— ...` ?t_t.hsbi_ -•---------------------•-------------------•-------------------------------------......----------
x i
w
•---------------------------------------------
x - ESIGlvING ENGINEER_IU1L1T__e, � �:::� _.
V Nature of Repairs or Alterations—Answer when applicable____._.__. ._
--------------------------•---------------------------------------------•---------------..._........----.....••--••l HE AL�N'[ICON AND CERTIF'�_!g ---
Agreement:
TfiL 5 51- ry 1NAS INSTALLED I-- STRICT
ACCORDAN%TO
The undersigned agrees to install the aforedescribed Individual Sewage Ispos ltem in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigne further agrees not to place the system in
operation until a Certificate of Compliance has been issued b the board ,ie th.
,�`p+
17
--.......................J_O
CT„ Date.
Application Approved B t"-
ate
Applieation Disapproved for the following reasons---------.......................................................................................................
-
---•-•-•--•-•---•-----•-•--•---•------•--••---•---...-•-.......--••-•-•--•-••-•----•---•-••---•-•--••••--•------•------••-•------•---•-•---••--••--•---•---•...........................................
Date
•--- � Issued---------- ---' -•.,
Permit No.. `` j-- .._.
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
U '� .................OF............... :..:".. .....:.`.....................
Trrtifiratr of TontpliFanre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Installer
at.... uu.I..-------------•--------------------------..•..._...---------------
has been installed in accordance with the provisions of TIC__,-5 of The Stat Sanitary Code as described in the
application for Disposal Works Construction Permit No... =____________________________ dated------------ :�62z--__.__-___-.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATF....-•................................•---•--........-•---......--•----•-•-.--_. Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
DESIGNING ENGINE-1 P^LST SL:'ERVISE
BOARD OF ,HEALTKALLATION AN-. CZE2TIFY_41 TIIV N
I�1 r ,Y�v�- lfE� �TEM Wp' ;STALLED
N ?-� 2_ ,kCCORDAIVCE T,_ LAN. FI:E.......................
Disposal orks Tons#rur#ion rrutit
Permission is hereby granted----.. .. . . ........... ..•--.--•••--•-•••-•••-•-•-•---•-......•----••-••-••-•-•••-•••-••-•••-•...•-•....................._..
to Construct ( ) or Repair ( ) an Indivi al Sewage Disposal System
atNo..... —9Z...... A. ------------------------------------------------------•------
Street
as shown on the application for Disposal Works Construction Permit ....._...����._-_�:�1._._....
..................
Board of Health
DATE...........................•-•••.......--•-••-•.....-•-••-•-•--•---•--••-•------
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
CAPE & ISLANDS SURVEYING CO., INC.
131 Spring Bars Road
Falmouth, Massachusetts 02540
508-548-5486
August 5, 1988
Barnstable Board of Health
367 Main Street
Hyannis, MA 02601
RE: Lot 42 Regency Drive, Map 64 Parcel 58, Barnstable, MA
Gentlemen:
This is to certify that the proposed well was installed in accordance
with the plan dated May 24, 1988 and that the leaching pit is more than 150
feet from the well.
Sincerely,
David Sanicki
DS/cma
1 OFFICE LABORATORY
1498 HIGH STREET 176 PLYMOUTH STREET
BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324
OLIVEIRA ENVIRONMENTAL LABORATORIES, INC.
FOOD- DAIRY PRODUCTS-WATER-WASTEWATER
CHEMICAL Et BACTERIOLOGICAL ANALYSES
(508)697-2650
June 23, 1988
L.W. Sawyer Well Drilling
P.O. Box 1504
Plymouth, Mass. 02360
Source: Well Water - Bored with well point - 85 feet deep - producing 15 gals/min. (static
water level feet) .
ZY '
Located on the property of Spec. Builders (Paquette) Lot 42 - Regency Dr. - Barnstable, Mass.
Coliform Count
/100 ml @ 35 C 0
Membrane Filter
S.P.C./ml
@35C 5
Color IAPC units) 0.0
Sediment slight
Turbidity (NTU) 0.27
Odor none
Taste satisfactory
pH 6.30
Specific Conductance
micromhos/cm 80.0
mg /liter
Total Alkalinity (CaCO,) 6.00
Free CO, 5.82
Total Hardness (CACO,) 24.0
Calcium (Cal 8.00
Magnesium (Mg) 0.98
Sodium (Na) 8 90
Potassium (K) 0.88
Total Iron (Fe) 0 01
Manganese (Mn) T. 0.01
Silica (Si%) 8-00
Sulfate (SO,) 16 0
Chloride (CI) 1 5 5
Nitrogen - Ammonia 0 10
Nitrogen - Nitrite 0 001
Nitrogen - Nitrate 0-64
Copper (Cu)
L = less than
On site collection made by Mr. T. Harris of L.W. Sawyer Well Drilling - 6/21/88 at
2:00 P.M.
Sample delivered to laboratory by Mr. T. Harris - 6/21/88 at 3:30 P.M.
Bacteriologically, this well water is of a satisfactory sanitary standard and is suitable
for drinking and domestic purposes.
Chemically, this well water meets the standards for all of the chemicals tested.
irector
'o
The Standard Plate Count indicated the general bacterial population of the well at the time of collection.
Coliform Group Bacteria:
Significance
The coliform group bacteria includes organisms found in the intestinal tracts of warm blooded animals, birds,decaying organic matter(hay,
leaves, wood, etc.), the top 2 to 3 feet of the soil, lakes, ponds, brooks, rivers, drainage and types of vegetation.
Because the organisms can cause some illness; because the presence of coliform organisms in the water suggests that other more harmful
organisms may be present, water containing one or more coliform group bacteria per 100 ml of sample should not be used for drinking or
cooking purposes unless boiled 5 minutes or disinfected by other means.
This bacteria is of animal origin (intestinal tract)and may be considered as closely associated with disease causing organisms.On this factor,
none should be present.
Color — APC Units- Ground water ought to be practically free from color. For attractive water - color should not exceed 15 units.
Turbidity — NT Units- Recommended limit not to exceed 5 units..
Odor&Taste — For water to be of high quality, the water should be odor free and taste good.
pH — The pH value defines the concentration of free hydrogen ions in solution. Expressed on a scale extending from 0 or very acid to 14 or
very alkaline with 7.0 being neutral.
Specific Conductance — Conductivity is a good criterion for measuring the degree of mineralization and assessing the affect of diverse ions
on chemical equilibria.
Total Alkalinity — The alkalinity of this water represents its content of carbonates and bicarbonates.
Free Carbon Dioxide — Well water having a low pH and a Free CO, level in excess of 50. mg/I will be corrosive to iron, bronze, brass and
copper tubing and fittings.
Total Hardness — Standard not to exceed 50. mg/I. Waters having a hardness level of 50 to 100 are in the medium hardness range, over
100 very hard.
Calcium -- Calcium contributes to the total hardness of water.Appreciable amounts of calcium salts break down on heating and form scale
in boilers, pipes and cooking utensils.
Magnesium — Magnesium is a common constituent of natural water. Magnesium and calcium ions are principal contributors to water hard-
ness. Concentrations in excess of 125 mg/I can exert a cathartic and diuretic action.
Sodium — Recommended limit not to exceed 20 mg/I.
Potassium — Potassium concentrations in drinking water seldom exceed 20. mg/I.
Total Iron — Standard not to exceed 0.3 mg/I.
Manganese — Standard not to exceed 0.05 mg/I.The principal reason for limiting the concentration of manganese is to reduce esthetic and
economic problems.
Silica — Silica content of natural water is most commonly in the 1 to 30 mg/I. Silica in water is undesirable because it forms difficult to
remove silica scales.
Sulfates — Standard not to exceed 250 mg/l.
Chloride — Standard not to exceed 250 mg/I.
Nitrogen — Ammonia is present in variable concentrations in many surface and ground waters. Its occurrence in ground water is generally a
result of natural reduction processes.
Nitrogen - Nitrite — Nitrite in water poses a health hazard, but fortunately seldom occurs in high concentrations. Waters with a nitrogen -
nitrite concentration over 1 mg/I should not be used for infant feeding.
Nitrogen - Nitrate — Standard not to exceed 10. mg/l. Nitrate, in high concentrations can and do cause methemoglobinemia or so-called
nitrate poisoning in infants. Water with 10 or more mg/I of nitrate is unsatisfactory and is not considered safe for drinking or cook-
ing. It is especially dangerous to children and should never be used in infant formulas.
Copper — Standard not to exceed 1.0 mg/I.
1
Department of Environmental Management/Division of Water Resources
WATER WELL COMPLETION REPORT
WELL LOCATION
_ ,rr 7' .t
Address v •� �� ` - �-'
City/Town
G.S.Quadrangle Map
Grid Location
Owner
Address 1 i�.�!.�//Vl.SruAl Ulz!i r!�s//Ylyj7�irL'E
WELL USE CONSOLIDATED WELL
Domestic Q Public ❑ Industrial ❑
Type of Water-bearing Rock
Other Water-bearing Zones
Method Drilled /aQ� 1) From To
G 2) From To
Date Drilled /"� � a 3) From To
-- 4) From To
CASING a Depth to Bedrock
Length RQ Diameter-2
Type P Y41i UNCONSOLIDATED WELL
STATIC WATER LEVEL ! Water-bearing Materials
Feet below land surface {�
� Sand: fine❑ medium❑ coarse❑
Date measured ! 7' /�/S Gravel: fine❑ medium❑ coarse[]
GRAVEL PACK WELL SI t#/0 length-5' from IeL) toU-�
Yes El No 0
Split Screen(or 2nd screen)
WATER QUALITY TESTS MADE Slot# length from to
Chemical ❑ Biological ❑ Depth To Bedrock
PUMP TEST
Drawdown feet after pumping days hours at �� GPM.
How measured Recovery feet after hours.
LOG of FORMATIONS COMMENTS: (On well or water)
Materials From To l 1�
o �t
,, 7
i� Crrt �` `t
--_a11�l — DRILLER /`, / m
Firm L. r�'�G{abtcl� (�/t l/ �/1 t�� 0
Address too Box /u 0 4
City -�`t1ti70l,7,q InIl U,:�,3/-
Registration No.c__P.3Y
+� perator s lgnature
Please print tirmly BOARD OF HEALTH COPY
15M-2 84-176171
TradeMark Professionals LLC
Michael Baker Drawing For:
4 Moon Compass Lane Jeff & Anne Hill
Sandwich, MA 02563 310 Regency Drive
508-717-2982 Proposed Finished Basement . Marstons Mills 02648
trademarkprof@comcast.net 617-429-4393
5068 5068 5068 5068Closet 5068 5068 5068
n o n o n l� n n n
0
FAMILY o 0
37'-5" x 12'-6"
2668
UP
2668
x
UP CLOSET "
6'-8" x 8'-8"
" OFFICE
co I
9'-10" x 11'-8"
STORAGE
12'-11 " x 12'-10"
HM
0 EP
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S YSTE14 PROFILE
NOT TO SCALE
TOP FDN. FINISH GRADE FINISH GRADE OVER
EL .,5 5. J :a de:a: FINISH GRADE OVER
a SEPTIC TANK DIST. BOX ,z L LEACHING RPIT ,Vl C)
c- a.
o
: TT' Q7 'fi��t
I' :,•.....p. VARIES
- D'Q .O. 0 0: .•0 .':o•'.•p•.•.�:- i••D-: ...e..�_ ..s .- . -d., o-'i: ' If 1lGl 1/ 2 p
.�. .• U..(• q . :o :?.:'.d:'"O:.',•e;;••,.'d:?•.•p,':®:•."':o::�.:o'.-"e d••O..p,a,.,p P,`-/ECA.J/ CONC. OR
D•••a':•,- A,.;oHFD PEAS TONE
..:,o.• 3„ e BRIO( 6 .` 0P Tkr?
_ - - OUTLET PIPE' LEVEL �
T `d--,--�'"';�..-b . :- ...: TO 12 B�.L O,�' GRADE
' FOR 2 FT. MIN.
4 :off GZ n77P•o':p p v v. .d �•. e-.''o,• -0.
o•. :: o.o A; 0 4v.�c� 46.JJ
C. I. OR PVC TEES 4�. 18 i9.p; .P.'• D: . '•D.
• '. o' ne fI. ;t
BSMT. FLR. ° p _(� � GALL ON h. N �'
EL . 4�p-0
DISTRI13UT O 0
INSTALL ON LEVEL BASE �/ „ 6 "
PPRECA S T CDNCPL T1 /4 TO 1-1 2 a PPECA S T p
h+ASN):D I
al? f
— 0 RE INF DRCED o CRU5 !ED i CON R E T
2 o:D.D. :� trlj.d. 4'0; :� o.a.b:.'p.:a.o Q 6.:a. 'e o.'o: STOF ;" k x
o LO-f" � ✓ .b;;o'-o. o-o-o°.o.a.n .�.<i,d,., o'-?-•o. o.•o.a e�:o•n,• :o'. o:.•o•b. n:: ��: . -
- - H--�-- 0 REINF.
EXISTING WELL D D a. n-!}
LOT i o SEPTIC T N '
AO
INSTALL ON LEVEL 13ASE
NOTt .' E.t'CA VA TL" TO EL EV. ;�P� ; OR
LOWER TO RE'MO VE ALL IMPERVIOUS
MA TERIAL 8 NEA TH THE LEACHING A'�EA � ` 2 _0 „ 2 '-0 "
REf'L A CE EXCA VA TED HA TERIAL WI Th" --f 6 '-0 „ A
NO L EA CNINs-''""-`-����-_-` - CL FAN, CL A Y FREE SAND
10 ' 0 "
WI THIN 150 _ — — I
/PRO = f \ (�� E"FFEC TI VE DIA M� TER
l L L
LOT A GENEP L N TES L EA CHING PIT
1. ALL EL E VA TIO,�,�S SHOAIA/ A RE' BA SED ON A SSUMED
INSTALL ON LEVEL BASE •
2. ALL L PIPES IN THE SYSTEM MUST R-4:_ CAST IRON ` r
_
\ � OR Sc,H aGIL� 40 PI C.
3. THE BOARD Or-- HEAL TH MUST BE NOTIFIED ='� k __ -------
TOR ._ . T
��( h`HEA1 CONS T•RUC TION 15 COMPLETE PRE A P 5922 _'
TO BA CKFIL I_ItiG i PC-7COLA TION IAA Tt
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
2 I�rIN,
B Y THE P30A r�'D OF HEA L TH A ND CA PE C I SL A NOS �/I TIVr'-SSCD B Y.'
SURVEYING CO. , INC. _ T. McKEAN
5. MATERIALS AND INSTALLATION SHALL BE IN
5A RNS TA BL_EBRO. OF HEAL TH
COMPL IA NCB_-•' hII TH THE S TA TE SA NI TA R Y --- - DESIGN DA T,
DI TE' A UG. 8 1986
CODE - TITLE V - AND LOCAL APPLICABLE -- — <- — —
�J
�, RULES AND REGULA TIONS 3
E ISTING NUMBER OF BEDROOMS ;
�U �• ��J d W [ -0 6. NORTH ARROW IS FROM RECORD PL ANJ AND 0 " C I-�c.� I r� L It_`:0. 6
GARBAGE DISPOSAL NO j
IS NOT TO BE USED FOR SOLAR PURPOSES TOPSOIL 6
7. FLOOD H,4 Z ARD ZONE C_ _ DA IL Y FL Ole 330 ..
� tC __ _ ,SUBSOIL ,+
y 8. WA TER SUPPLY PRI VA TE WELL 3t� 1000 GAL .,
_ SEPTIC TANK REQ D.
SEPTIC TANK PROVIDED 1000 GAL .,
1000 GALLON
EXISTING WELL LEA CHING REQUIRED 330 GPD..
a
PRECAST CONCRETE
SEPTIC TANK .__-__ I so' I�O- 113
' MEDIUM
SAND SIDF_-WALL AREA ,� 188 S. F.
PRECAST CONCR TE 188 S, F. X 2. 5 471
LEACHING PIT � G/S. F. '' GPD
BOTTOM AREA 79 S. F.
LOT 4 � L EGEND 79 S. F. X 1 . 0 6/5. F. �- _79 GPD
LOT 4 Z � LEACHING PROVIDED � 550 GPD
� 4 51 J 7q_ 5 F- �� PROPOSED EL E VA TION i i6 NO GROUND WATER C[_. n7-C;
��— — F_XIS TINE CON TOUR
SINGLE FA MIL Y PESIDEVCE
S OBSER VA TION PIT
J - ® DISTRIBUTION BOX 01i v, w
S PROPOSED S,E hM G�- DISPOSAL S�"�'T�1
LEACHING PIT PREPARED FOR
, ,
0 o SEPTIC TAP.IK n;'�, ��
C� �r A. SPEC BUILDERS
EXISTING
WELL ° W °�r .�'�
_
I LOT 42 REGFNC Y DPI VE
(RP) RESER VE W
=4<3
,,) BA RNS TA EL E — IAA SS .
O-f 4 PIPE INVERT ELEVA TION _ �
'I < pfI 1 k
DA TE.• f"4,Y z4 1088 .
PLOT PLAN CAPE 6 ..ESL A NDS SURVEYING, INC.
.
SCALE.- 1 "R30' Coo x �;y2 �> SCALD ASNOTED P. OTIC
,� ,BOX 334
17 H ^ �,� •.r"-.n ,V �i F 1 f.,J,^.f;- . - y� :._...+'A`ti 7`� ,AJ A 68 .r., _!. ....� . ... ..
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