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Message Page 1 of 1
Wadlington, Ellen
From: Schlegel, Frank
Sent: Thursday, July 29, 2010 2:36 PM
To: Wadlington, Ellen
Subject: RE: 0 Yarmouth Campground/Barnstable and/or Simpson Lane (Barnstable a/k/aHyannis)
Hi Ellen,
This is a conundrum wrapped in an enigma! When 911 took effect, I met with the Barnstable Fire
Department. They told me that they hand over all 911 calls to the Yarmouth Fire Department for the
campgrounds. I asked them where they got the legal authority to pass tax payers over to another town.
They said there isn't any legal authority to do so! I also said it is a major legal problem for the police. I had
an old address system that ► tried to incorporate into the town's address system. I was immediately
informed the Town of Yarmouth renamed all the streets and gave out new addresses! Since the
driveways out there aren't streets, I questioned how they did that. They provided me with a map of the .
area. When I drove out there, the driveways/roads were in different locations than the maps and it didn't
look anything like the map Yarmouth gave me. Since the cottages didn't have addresses on the buildings
and there were no signs. I couldn't resolve this issue until I met with the Yarmouth officials. They never
returned calls so I couldn't nail down what they did out there! The property is identified as Map 347 Parcel
001: It contains about 11 buildings. I have a good view of what is there;.)just can't get a straight answer
as to what the addresses they are using. With my current workload, I will not be able to get this fixed till
next year. I am going in for surgery in September and will be out for 2 1/2 months! I've been informed that
while I'm out, my office may be relocated over to the highway buildings on Rte 28. 1 bet at that time I won't
even be able to find anything in my office for about another month! Sorry I don't have anything more on
this but that area is as top secret as the Pentagon files! Stay tuned!
Thanx,
Frank
-----Original Message-----
, From: Wadlington, Ellen
Sent: Thursday, July 22, 2010 3:12 PM
To: Schlegel, Frank
Cc: HeathDeptMailbox
Subject: 0 Yarmouth Campground/Barnstable and/or Simpson Lane (Barnstable a/k/aHyannis)
Today we were trying to find 31 Simpson Lane (Yarmouth Campground) there was nothing in the
computer regarding Simpson Lane (although BoH) has records that say there are septics at this
street and we have cards for Barnstable village. Can you help us with this.
We did after extensive searching,find records for Yarmouth Campground and also it had 0
Yarmouth.
Need something in computer for this. I also was calling Yarmouth about this.
den wadlirgton
7/30/2010
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OFFICE OF THE BOARD OF HEALTH
II BAHHSTABLE, o OF THE
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Mp�a�`�� � ,t� TOWN OF BARNSTABLE, MASS.
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SEWAGE DISP®SAL PERMIT
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Permission is granted tot,--_ �_ to construct ----------------------------------- ------------------------________________
Upon the Premises-of a{
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In the village of � ,.4�°
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A 00 or more feet from any source of water supply,
20 feet. from building
10 feet from property_ line
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Health Office
Town of Barnstable P# S�
Department of Regulatory Services
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Public Health Division Date d L-
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019• ,e� 200 Main Street,Hyannis MA 02601
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Date Scheduled Time C0 A Fee Pd.
Soil Suitability Assessment for Sewage Disposal
Performed By:L ►NALA UJ IVII C—IE"C Z Witnessed By: 6✓ w 4
LOCATIO & GENERAL INFORMATION
Location Address �} Owner's Name
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Assessor's Map/Parcel: Engineer's Name 01,n r.I C{ m oil e e v i'c -Z V Z
NEW CONSTRUCTION REPAIR Telephone SVO.3176P-40.1 17 V
Land Use L Slopes Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line 6-5' ft Other ft,
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) (�
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Parent material(geologic) �/-�4G/19/L ®�/1��� Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face
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Estimated Seasonal High Groundwater -moo
DETERMINATION FOR SEASONAL HIGH WATER TABLE
(Method Used: r/'X49511AA/N/S L UA0 407AC101rArf Abyp /S El-—10 XaC✓X /-S 0,�C 5,v 7b�(p
Depth Observed standing in obs.hole: In. Depth to Soil 1710148t In.
Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft.
Index Well#AXW Reading Date: 4A4> Index Well level Adj,factor Adj.Groundwater Level
as/7
PERCOLATION TEST � Date � Time�®�M
Observation
Hole# ! Time at 9 _
Depth of Perc 4o.. Time at G'
Start Pre-soak Time @ 'time(9"-6")
End Pre-soak &dPA/0
Rate MinJInch /
Site Suitability Assessment: Site Passed v Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
o�- NO U/F yi.141�iD 5
***If percolation test is to be conducted within 100'of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTl0PERCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
rr �" mginyr 31Z
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620 ,r�r,
13,2 C "A /® 966
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. ravel
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Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes 1f___
Within 500 year boundary No— Yes
Within 100 year flood boundary No, Yes
Death of Naturally Occurring 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? Y.E�
If not,what is the depth of naturally occurring pervious material?W
Certification
I certify that on (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 CMR 15.017.
Signature �� Date 9 SZCb�
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Donald W. Moncevicz, P.E. i
Civil Engineer
407 Pond.:Street
Q:�SEPTIC\PERCFORM.DOC West Dennls_,:.MN 0267Q